=LDR 03678nas a2200865 i 4500 =001 JTE474 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 40, Issue 1 (Jan. 2012) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4012012.htm =LDR 03678nas a2200865 i 4500 =001 JTE475 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 39, Issue 6 (Nov. 2011) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3962011.htm =LDR 03679nas a2200865 i 4500 =001 JTE476 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 39, Issue 5 (Sept. 2011) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3952011.htm =LDR 03678nas a2200865 i 4500 =001 JTE477 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 39, Issue 4 (July 2011) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3942011.htm =LDR 03677nas a2200865 i 4500 =001 JTE478 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 39, Issue 3 (May 2011) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3932011.htm =LDR 03678nas a2200865 i 4500 =001 JTE479 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 39, Issue 2 (Mar. 2011) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3922011.htm =LDR 03678nas a2200865 i 4500 =001 JTE480 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 39, Issue 1 (Jan. 2011) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3912011.htm =LDR 03678nas a2200865 i 4500 =001 JTE481 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 38, Issue 6 (Nov. 2010) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3862010.htm =LDR 03679nas a2200865 i 4500 =001 JTE482 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 38, Issue 5 (Sept. 2010) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3852010.htm =LDR 03678nas a2200865 i 4500 =001 JTE483 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 38, Issue 4 (July 2010) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3842010.htm =LDR 03677nas a2200865 i 4500 =001 JTE484 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 38, Issue 3 (May 2010) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3832010.htm =LDR 03678nas a2200865 i 4500 =001 JTE485 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 38, Issue 2 (Mar. 2010) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3822010.htm =LDR 03678nas a2200865 i 4500 =001 JTE486 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 38, Issue 1 (Jan. 2010) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3812010.htm =LDR 03678nas a2200865 i 4500 =001 JTE487 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 37, Issue 6 (Nov. 2009) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3762009.htm =LDR 03679nas a2200865 i 4500 =001 JTE488 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 37, Issue 5 (sept. 2009) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3752009.htm =LDR 03678nas a2200865 i 4500 =001 JTE489 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 37, Issue 4 (July 2009) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3742009.htm =LDR 03677nas a2200865 i 4500 =001 JTE490 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 37, Issue 3 (May 2009) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3732009.htm =LDR 03678nas a2200865 i 4500 =001 JTE491 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 37, Issue 2 (Mar. 2009) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3722009.htm =LDR 03678nas a2200865 i 4500 =001 JTE492 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 37, Issue 1 (Jan. 2009) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3712009.htm =LDR 03678nas a2200865 i 4500 =001 JTE493 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 36, Issue 6 (Nov. 2008) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3662008.htm =LDR 03679nas a2200865 i 4500 =001 JTE494 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 36, Issue 5 (sept. 2008) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3652008.htm =LDR 03678nas a2200865 i 4500 =001 JTE495 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 36, Issue 4 (July 2008) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3642008.htm =LDR 03677nas a2200865 i 4500 =001 JTE496 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 36, Issue 3 (May 2008) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3632008.htm =LDR 03678nas a2200865 i 4500 =001 JTE497 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 36, Issue 2 (Mar. 2008) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3622008.htm =LDR 03678nas a2200865 i 4500 =001 JTE498 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 36, Issue 1 (Jan. 2008) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3612008.htm =LDR 03678nas a2200865 i 4500 =001 JTE499 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 35, Issue 6 (Nov. 2007) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3562007.htm =LDR 03679nas a2200865 i 4500 =001 JTE500 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 35, Issue 5 (sept. 2007) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3552007.htm =LDR 03678nas a2200865 i 4500 =001 JTE501 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 35, Issue 4 (July 2007) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3542007.htm =LDR 03677nas a2200865 i 4500 =001 JTE502 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 35, Issue 3 (May 2007) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3532007.htm =LDR 03678nas a2200865 i 4500 =001 JTE503 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 35, Issue 2 (Mar. 2007) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3522007.htm =LDR 03678nas a2200865 i 4500 =001 JTE504 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 35, Issue 1 (Jan. 2007) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3512007.htm =LDR 03678nas a2200865 i 4500 =001 JTE505 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 34, Issue 6 (Nov. 2006) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3462006.htm =LDR 03679nas a2200865 i 4500 =001 JTE506 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 34, Issue 5 (Sept. 2006) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3452006.htm =LDR 03678nas a2200865 i 4500 =001 JTE507 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 34, Issue 4 (July 2006) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3442006.htm =LDR 03677nas a2200865 i 4500 =001 JTE508 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 34, Issue 3 (May 2006) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3432006.htm =LDR 03678nas a2200865 i 4500 =001 JTE509 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 34, Issue 2 (Mar. 2006) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3422006.htm =LDR 03678nas a2200865 i 4500 =001 JTE510 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 34, Issue 1 (Jan. 2006) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3412006.htm =LDR 03678nas a2200865 i 4500 =001 JTE511 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 33, Issue 6 (Nov. 2005) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3362005.htm =LDR 03679nas a2200865 i 4500 =001 JTE512 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 33, Issue 5 (Sept. 2005) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3352005.htm =LDR 03678nas a2200865 i 4500 =001 JTE513 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 33, Issue 4 (July 2005) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3342005.htm =LDR 03677nas a2200865 i 4500 =001 JTE514 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 33, Issue 3 (May 2005) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3332005.htm =LDR 03678nas a2200865 i 4500 =001 JTE515 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 33, Issue 2 (Mar. 2005) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3322005.htm =LDR 03678nas a2200865 i 4500 =001 JTE516 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 33, Issue 1 (Jan. 2005) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3312005.htm =LDR 03678nas a2200865 i 4500 =001 JTE517 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 32, Issue 6 (Nov. 2004) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3262004.htm =LDR 03679nas a2200865 i 4500 =001 JTE518 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 32, Issue 5 (Sept. 2004) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3252004.htm =LDR 03678nas a2200865 i 4500 =001 JTE519 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 32, Issue 4 (July 2004) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3242004.htm =LDR 03677nas a2200865 i 4500 =001 JTE520 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 32, Issue 3 (May 2004) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3232004.htm =LDR 03678nas a2200865 i 4500 =001 JTE521 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 32, Issue 2 (Mar. 2004) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3222004.htm =LDR 03678nas a2200865 i 4500 =001 JTE522 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 32, Issue 1 (Jan. 2004) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3212004.htm =LDR 03678nas a2200865 i 4500 =001 JTE523 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 31, Issue 6 (Nov. 2003) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3162003.htm =LDR 03679nas a2200865 i 4500 =001 JTE524 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 31, Issue 5 (Sept. 2003) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3152003.htm =LDR 03678nas a2200865 i 4500 =001 JTE525 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 31, Issue 4 (July 2003) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3142003.htm =LDR 03677nas a2200865 i 4500 =001 JTE526 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 31, Issue 3 (May 2003) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3132003.htm =LDR 03678nas a2200865 i 4500 =001 JTE527 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 31, Issue 2 (Mar. 2003) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3122003.htm =LDR 03678nas a2200865 i 4500 =001 JTE528 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 31, Issue 1 (Jan. 2003) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3112003.htm =LDR 03678nas a2200865 i 4500 =001 JTE529 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 30, Issue 6 (Nov. 2002) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3062002.htm =LDR 03679nas a2200865 i 4500 =001 JTE530 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 30, Issue 5 (Sept. 2002) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3052002.htm =LDR 03678nas a2200865 i 4500 =001 JTE531 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 30, Issue 4 (July 2002) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3042002.htm =LDR 03677nas a2200865 i 4500 =001 JTE532 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 30, Issue 3 (May 2002) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3032002.htm =LDR 03678nas a2200865 i 4500 =001 JTE533 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 30, Issue 2 (Mar. 2002) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3022002.htm =LDR 03678nas a2200865 i 4500 =001 JTE534 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 30, Issue 1 (Jan. 2002) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/3012002.htm =LDR 03678nas a2200865 i 4500 =001 JTE535 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 29, Issue 6 (Nov. 2001) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2962001.htm =LDR 03679nas a2200865 i 4500 =001 JTE536 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 29, Issue 5 (Sept. 2001) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2952001.htm =LDR 03678nas a2200865 i 4500 =001 JTE537 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 29, Issue 4 (July 2001) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2942001.htm =LDR 03677nas a2200865 i 4500 =001 JTE538 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 29, Issue 3 (May 2001) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2932001.htm =LDR 03678nas a2200865 i 4500 =001 JTE539 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 29, Issue 2 (Mar. 2001) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2922001.htm =LDR 03678nas a2200865 i 4500 =001 JTE540 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 29, Issue 1 (Jan. 2001) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2912001.htm =LDR 03678nas a2200865 i 4500 =001 JTE541 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 28, Issue 6 (Nov. 2000) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2862000.htm =LDR 03679nas a2200865 i 4500 =001 JTE542 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 28, Issue 5 (Sept. 2000) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2852000.htm =LDR 03678nas a2200865 i 4500 =001 JTE543 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 28, Issue 4 (July 2000) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2842000.htm =LDR 03677nas a2200865 i 4500 =001 JTE544 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 28, Issue 3 (May 2000) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2832000.htm =LDR 03678nas a2200865 i 4500 =001 JTE545 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 28, Issue 2 (Mar. 2000) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2822000.htm =LDR 03678nas a2200865 i 4500 =001 JTE546 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 28, Issue 1 (Jan. 2000) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2812000.htm =LDR 03678nas a2200865 i 4500 =001 JTE547 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 27, Issue 6 (Nov. 1999) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2761999.htm =LDR 03679nas a2200865 i 4500 =001 JTE548 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 27, Issue 5 (Sept. 1999) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2751999.htm =LDR 03678nas a2200865 i 4500 =001 JTE549 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 27, Issue 4 (July 1999) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2741999.htm =LDR 03677nas a2200865 i 4500 =001 JTE550 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 27, Issue 3 (May 1999) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2731999.htm =LDR 03678nas a2200865 i 4500 =001 JTE551 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 27, Issue 2 (Mar. 1999) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2721999.htm =LDR 03678nas a2200865 i 4500 =001 JTE552 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 27, Issue 1 (Jan. 1999) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2711999.htm =LDR 03678nas a2200865 i 4500 =001 JTE553 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 26, Issue 6 (Nov. 1998) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2661998.htm =LDR 03679nas a2200865 i 4500 =001 JTE554 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 26, Issue 5 (Sept. 1998) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2651998.htm =LDR 03678nas a2200865 i 4500 =001 JTE555 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 26, Issue 4 (July 1998) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2641998.htm =LDR 03677nas a2200865 i 4500 =001 JTE556 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 26, Issue 3 (May 1998) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2631998.htm =LDR 03678nas a2200865 i 4500 =001 JTE557 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 26, Issue 2 (Mar. 1998) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2621998.htm =LDR 03678nas a2200865 i 4500 =001 JTE558 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 26, Issue 1 (Jan. 1998) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2611998.htm =LDR 03678nas a2200865 i 4500 =001 JTE559 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 25, Issue 6 (Nov. 1997) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2561997.htm =LDR 03679nas a2200865 i 4500 =001 JTE560 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 25, Issue 5 (Sept. 1997) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2651997.htm =LDR 03678nas a2200865 i 4500 =001 JTE561 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 25, Issue 4 (July 1997) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2541997.htm =LDR 03677nas a2200865 i 4500 =001 JTE562 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 25, Issue 3 (May 1997) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2531997.htm =LDR 03678nas a2200865 i 4500 =001 JTE563 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 25, Issue 2 (Mar. 1997) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2521997.htm =LDR 03678nas a2200865 i 4500 =001 JTE564 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 25, Issue 1 (Jan. 1997) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2511997.htm =LDR 03678nas a2200865 i 4500 =001 JTE565 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 24, Issue 6 (Nov. 1996) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2461996.htm =LDR 03679nas a2200865 i 4500 =001 JTE566 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 24, Issue 5 (Sept. 1996) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2451996.htm =LDR 03678nas a2200865 i 4500 =001 JTE567 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 24, Issue 4 (July 1996) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2441996.htm =LDR 03677nas a2200865 i 4500 =001 JTE568 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 24, Issue 3 (May 1996) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2431996.htm =LDR 03678nas a2200865 i 4500 =001 JTE569 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 24, Issue 2 (Mar. 1996) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2421996.htm =LDR 03678nas a2200865 i 4500 =001 JTE570 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 24, Issue 1 (Jan. 1996) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2411996.htm =LDR 03678nas a2200865 i 4500 =001 JTE571 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 23, Issue 6 (Nov. 1995) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2361995.htm =LDR 03679nas a2200865 i 4500 =001 JTE572 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 23, Issue 5 (Sept. 1995) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2351995.htm =LDR 03678nas a2200865 i 4500 =001 JTE573 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 23, Issue 4 (July 1995) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2341995.htm =LDR 03677nas a2200865 i 4500 =001 JTE574 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 23, Issue 3 (May 1995) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2331995.htm =LDR 03678nas a2200865 i 4500 =001 JTE575 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 23, Issue 2 (Mar. 1995) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2321995.htm =LDR 03678nas a2200865 i 4500 =001 JTE576 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 23, Issue 1 (Jan. 1995) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2311995.htm =LDR 03678nas a2200865 i 4500 =001 JTE577 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 22, Issue 6 (Nov. 1994) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2261994.htm =LDR 03679nas a2200865 i 4500 =001 JTE578 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 22, Issue 5 (Sept. 1994) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2251994.htm =LDR 03678nas a2200865 i 4500 =001 JTE579 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 22, Issue 4 (July 1994) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2241994.htm =LDR 03677nas a2200865 i 4500 =001 JTE580 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 22, Issue 3 (May 1994) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2231994.htm =LDR 03678nas a2200865 i 4500 =001 JTE581 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 22, Issue 2 (Mar. 1994) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2221994.htm =LDR 03678nas a2200865 i 4500 =001 JTE582 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 22, Issue 1 (Jan. 1994) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2211994.htm =LDR 03678nas a2200865 i 4500 =001 JTE583 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 21, Issue 6 (Nov. 1993) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2161993.htm =LDR 03679nas a2200865 i 4500 =001 JTE584 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 21, Issue 5 (Sept. 1993) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2151993.htm =LDR 03678nas a2200865 i 4500 =001 JTE585 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 21, Issue 4 (July 1993) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2141993.htm =LDR 03677nas a2200865 i 4500 =001 JTE586 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 21, Issue 3 (May 1993) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2131993.htm =LDR 03678nas a2200865 i 4500 =001 JTE587 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 21, Issue 2 (Mar. 1993) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2121993.htm =LDR 03678nas a2200865 i 4500 =001 JTE588 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 21, Issue 1 (Jan. 1993) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2111993.htm =LDR 03678nas a2200865 i 4500 =001 JTE589 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 20, Issue 6 (Nov. 1992) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2061992.htm =LDR 03679nas a2200865 i 4500 =001 JTE590 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 20, Issue 5 (Sept. 1992) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2051992.htm =LDR 03678nas a2200865 i 4500 =001 JTE591 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 20, Issue 4 (July 1992) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2041992.htm =LDR 03677nas a2200865 i 4500 =001 JTE592 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 20, Issue 3 (May 1992) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2031992.htm =LDR 03678nas a2200865 i 4500 =001 JTE593 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 20, Issue 2 (Mar. 1992) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2021992.htm =LDR 03678nas a2200865 i 4500 =001 JTE594 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 20, Issue 1 (Jan. 1992) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/2011992.htm =LDR 03678nas a2200865 i 4500 =001 JTE595 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 19, Issue 6 (Nov. 1991) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1961991.htm =LDR 03679nas a2200865 i 4500 =001 JTE596 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 19, Issue 5 (Sept. 1991) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1951991.htm =LDR 03678nas a2200865 i 4500 =001 JTE597 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 19, Issue 4 (July 1991) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1941991.htm =LDR 03677nas a2200865 i 4500 =001 JTE598 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 19, Issue 3 (May 1991) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1931991.htm =LDR 03678nas a2200865 i 4500 =001 JTE599 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 19, Issue 2 (Mar. 1991) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1921991.htm =LDR 03678nas a2200865 i 4500 =001 JTE600 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 19, Issue 1 (Jan. 1991) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1911991.htm =LDR 03678nas a2200865 i 4500 =001 JTE601 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 18, Issue 6 (Nov. 1990) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1861990.htm =LDR 03679nas a2200865 i 4500 =001 JTE602 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 18, Issue 5 (Sept. 1990) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1851990.htm =LDR 03678nas a2200865 i 4500 =001 JTE603 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 18, Issue 4 (July 1990) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1841990.htm =LDR 03677nas a2200865 i 4500 =001 JTE604 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 18, Issue 3 (May 1990) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1831990.htm =LDR 03678nas a2200865 i 4500 =001 JTE605 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 18, Issue 2 (Mar. 1990) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1821990.htm =LDR 03678nas a2200865 i 4500 =001 JTE606 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 18, Issue 1 (Jan. 1990) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1811990.htm =LDR 03678nas a2200865 i 4500 =001 JTE607 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 17, Issue 6 (Nov. 1989) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1761989.htm =LDR 03679nas a2200865 i 4500 =001 JTE608 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 17, Issue 5 (Sept. 1989) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1751989.htm =LDR 03678nas a2200865 i 4500 =001 JTE609 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 17, Issue 4 (July 1989) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1741989.htm =LDR 03677nas a2200865 i 4500 =001 JTE610 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 3 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 17, Issue 4 (May 1989) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1731989.htm =LDR 03678nas a2200865 i 4500 =001 JTE611 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 17, Issue 2 (Mar. 1989) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1721989.htm =LDR 03678nas a2200865 i 4500 =001 JTE612 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 17, Issue 1 (Jan. 1989) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1711989.htm =LDR 03678nas a2200865 i 4500 =001 JTE613 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 16, Issue 6 (Nov. 1988) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1661988.htm =LDR 03679nas a2200865 i 4500 =001 JTE614 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 16, Issue 5 (Sept. 1988) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1651988.htm =LDR 03678nas a2200865 i 4500 =001 JTE615 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 16, Issue 4 (July 1988) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1641988.htm =LDR 03677nas a2200865 i 4500 =001 JTE616 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 16, Issue 3 (May 1988) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1631988.htm =LDR 03678nas a2200865 i 4500 =001 JTE617 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 16, Issue 2 (Mar. 1988) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1621988.htm =LDR 03678nas a2200865 i 4500 =001 JTE618 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 16, Issue 1 (Jan. 1988) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1611988.htm =LDR 03678nas a2200865 i 4500 =001 JTE619 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 15, Issue 6 (Nov. 1987) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1561987.htm =LDR 03679nas a2200865 i 4500 =001 JTE620 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 15, Issue 5 (Sept. 1987) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1551987.htm =LDR 03666nas a2200865 i 4500 =001 JTE621 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 15, Issue 6 (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1541987.htm =LDR 03677nas a2200865 i 4500 =001 JTE622 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 15, Issue 3 (May 1987) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1531987.htm =LDR 03678nas a2200865 i 4500 =001 JTE623 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 15, Issue 2 (Mar. 1987) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1521987.htm =LDR 03678nas a2200865 i 4500 =001 JTE624 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 15, Issue 1 (Jan. 1987) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1511987.htm =LDR 03678nas a2200865 i 4500 =001 JTE625 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 14, Issue 6 (Nov. 1986) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1461986.htm =LDR 03683nas a2200865 i 4500 =001 JTE626 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 14, Issue 5 (September 1986) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1451986.htm =LDR 03678nas a2200865 i 4500 =001 JTE627 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 14, Issue 4 (July 1986) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1441986.htm =LDR 03677nas a2200865 i 4500 =001 JTE628 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 14, Issue 3 (May 1986) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1431986.htm =LDR 03679nas a2200865 i 4500 =001 JTE629 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 14, Issue 2 (March 1986) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1421986.htm =LDR 03678nas a2200865 i 4500 =001 JTE630 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 14, Issue 1 (Jan. 1986) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1411986.htm =LDR 03678nas a2200865 i 4500 =001 JTE631 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 13, Issue 6 (Nov. 1985) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1361985.htm =LDR 03679nas a2200865 i 4500 =001 JTE632 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 13, Issue 5 (Sept. 1985) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1351985.htm =LDR 03678nas a2200865 i 4500 =001 JTE633 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 13, Issue 4 (July 1985) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1341985.htm =LDR 03677nas a2200865 i 4500 =001 JTE634 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 13, Issue 3 (May 1985) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1331985.htm =LDR 03678nas a2200865 i 4500 =001 JTE635 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 13, Issue 2 (Mar. 1985) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1321985.htm =LDR 03678nas a2200865 i 4500 =001 JTE636 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 13, Issue 1 (Jan. 1985) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1311985.htm =LDR 03678nas a2200865 i 4500 =001 JTE637 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 12, Issue 6 (Nov. 1984) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1261984.htm =LDR 03679nas a2200865 i 4500 =001 JTE638 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 12, Issue 5 (Sept. 1984) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1251984.htm =LDR 03678nas a2200865 i 4500 =001 JTE639 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 12, Issue 4 (July 1984) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1241984.htm =LDR 03677nas a2200865 i 4500 =001 JTE640 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 12, Issue 3 (May 1984) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1231984.htm =LDR 03678nas a2200865 i 4500 =001 JTE641 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 12, Issue 2 (Mar. 1984) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1221984.htm =LDR 03678nas a2200865 i 4500 =001 JTE642 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 12, Issue 1 (Jan. 1984) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1211984.htm =LDR 03678nas a2200865 i 4500 =001 JTE643 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 11, Issue 6 (Nov. 1983) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1161983.htm =LDR 03679nas a2200865 i 4500 =001 JTE644 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 11, Issue 5 (Sept. 1983) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1151983.htm =LDR 03678nas a2200865 i 4500 =001 JTE645 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 11, Issue 4 (July 1983) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1141983.htm =LDR 03677nas a2200865 i 4500 =001 JTE646 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 11, Issue 3 (May 1983) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1131983.htm =LDR 03678nas a2200865 i 4500 =001 JTE647 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 11, Issue 2 (Mar. 1983) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1121983.htm =LDR 03678nas a2200865 i 4500 =001 JTE648 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 11, Issue 1 (Jan. 1983) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1111983.htm =LDR 03678nas a2200865 i 4500 =001 JTE649 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 10, Issue 6 (Nov. 1982) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1061982.htm =LDR 03679nas a2200865 i 4500 =001 JTE650 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 10, Issue 5 (Sept. 1982) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1051982.htm =LDR 03678nas a2200865 i 4500 =001 JTE651 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 10, Issue 4 (July 1982) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1041982.htm =LDR 03677nas a2200865 i 4500 =001 JTE652 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 10, Issue 3 (May 1982) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1031982.htm =LDR 03678nas a2200865 i 4500 =001 JTE653 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 10, Issue 2 (Mar. 1982) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1021982.htm =LDR 03678nas a2200865 i 4500 =001 JTE654 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 10, Issue 1 (Jan. 1982) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/1011982.htm =LDR 03676nas a2200865 i 4500 =001 JTE655 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 9, Issue 6 (Nov. 1981) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/961981.htm =LDR 03677nas a2200865 i 4500 =001 JTE656 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 9, Issue 5 (Sept. 1981) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/951981.htm =LDR 03676nas a2200865 i 4500 =001 JTE657 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 9, Issue 4 (July 1981) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/941981.htm =LDR 03675nas a2200865 i 4500 =001 JTE658 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 9, Issue 3 (May 1981) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/931981.htm =LDR 03676nas a2200865 i 4500 =001 JTE659 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 9, Issue 2 (Mar. 1981) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/921981.htm =LDR 03676nas a2200865 i 4500 =001 JTE660 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 9, Issue 1 (Jan. 1981) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/911981.htm =LDR 03676nas a2200865 i 4500 =001 JTE661 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 8, Issue 6 (Nov. 1980) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/861980.htm =LDR 03677nas a2200865 i 4500 =001 JTE662 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 8, Issue 5 (Sept. 1980) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/851980.htm =LDR 03676nas a2200865 i 4500 =001 JTE663 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 8, Issue 4 (July 1980) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/841980.htm =LDR 03675nas a2200865 i 4500 =001 JTE664 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 8, Issue 3 (May 1980) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/831980.htm =LDR 03676nas a2200865 i 4500 =001 JTE665 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 8, Issue 2 (Mar. 1980) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/821980.htm =LDR 03676nas a2200865 i 4500 =001 JTE666 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 8, Issue 1 (Jan. 1980) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/811980.htm =LDR 03676nas a2200865 i 4500 =001 JTE667 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 7, Issue 6 (Nov. 1979) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/761979.htm =LDR 03677nas a2200865 i 4500 =001 JTE668 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 7, Issue 5 (Sept. 1979) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/751979.htm =LDR 03676nas a2200865 i 4500 =001 JTE669 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 7, Issue 4 (July 1979) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/741979.htm =LDR 03675nas a2200865 i 4500 =001 JTE670 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 7, Issue 3 (May 1979) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/731979.htm =LDR 03676nas a2200865 i 4500 =001 JTE671 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 7, Issue 2 (Mar. 1979) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/721979.htm =LDR 03676nas a2200865 i 4500 =001 JTE672 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 7, Issue 1 (Jan. 1979) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/711979.htm =LDR 03676nas a2200865 i 4500 =001 JTE673 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 6, Issue 6 (Nov. 1978) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/661978.htm =LDR 03677nas a2200865 i 4500 =001 JTE674 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 6, Issue 5 (Sept. 1978) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/651978.htm =LDR 03676nas a2200865 i 4500 =001 JTE675 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 6, Issue 4 (July 1978) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/641978.htm =LDR 03675nas a2200865 i 4500 =001 JTE676 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 6, Issue 3 (May 1978) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/631978.htm =LDR 03676nas a2200865 i 4500 =001 JTE677 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 6, Issue 2 (Mar. 1978) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/621978.htm =LDR 03676nas a2200865 i 4500 =001 JTE678 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 6, Issue 1 (Jan. 1978) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/611978.htm =LDR 03676nas a2200865 i 4500 =001 JTE679 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 5, Issue 6 (Nov. 1977) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/561977.htm =LDR 03677nas a2200865 i 4500 =001 JTE680 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 5, Issue 5 (Sept. 1977) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/551977.htm =LDR 03676nas a2200865 i 4500 =001 JTE681 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 5, Issue 4 (July 1977) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/541977.htm =LDR 03675nas a2200865 i 4500 =001 JTE682 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 5, Issue 3 (May 1977) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/531977.htm =LDR 03676nas a2200865 i 4500 =001 JTE683 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 5, Issue 2 (Mar. 1977) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/521977.htm =LDR 03676nas a2200865 i 4500 =001 JTE684 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 5, Issue 1 (Jan. 1977) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/511977.htm =LDR 03676nas a2200865 i 4500 =001 JTE685 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 4, Issue 6 (Nov. 1976) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/461976.htm =LDR 03677nas a2200865 i 4500 =001 JTE686 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 4, Issue 5 (Sept. 1976) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/451976.htm =LDR 03676nas a2200865 i 4500 =001 JTE687 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 4, Issue 4 (July 1976) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/441976.htm =LDR 03675nas a2200865 i 4500 =001 JTE688 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 4, Issue 3 (May 1976) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/431976.htm =LDR 03676nas a2200865 i 4500 =001 JTE689 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 4, Issue 2 (Mar. 1976) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/421976.htm =LDR 03676nas a2200865 i 4500 =001 JTE690 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 4, Issue 1 (Jan. 1976) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/411976.htm =LDR 03676nas a2200865 i 4500 =001 JTE691 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 3, Issue 6 (Nov. 1975) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/361975.htm =LDR 03677nas a2200865 i 4500 =001 JTE692 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 3, Issue 5 (Sept. 1975) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/351975.htm =LDR 03676nas a2200865 i 4500 =001 JTE693 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 3, Issue 4 (July 1975) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/341975.htm =LDR 03675nas a2200865 i 4500 =001 JTE694 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 3, Issue 3 (May 1975) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/331975.htm =LDR 03676nas a2200865 i 4500 =001 JTE695 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 3, Issue 2 (Mar. 1975) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/321975.htm =LDR 03676nas a2200865 i 4500 =001 JTE696 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 3, Issue 1 (Jan. 1975) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/311975.htm =LDR 03676nas a2200865 i 4500 =001 JTE697 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 2, Issue 6 (Nov. 1974) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/261974.htm =LDR 03677nas a2200865 i 4500 =001 JTE698 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 2, Issue 5 (Sept. 1974) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/251974.htm =LDR 03676nas a2200865 i 4500 =001 JTE699 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 2, Issue 4 (July 1974) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/241974.htm =LDR 03675nas a2200865 i 4500 =001 JTE700 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 2, Issue 3 (May 1974) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/231974.htm =LDR 03676nas a2200865 i 4500 =001 JTE701 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 2, Issue 2 (Mar. 1974) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/221974.htm =LDR 03676nas a2200865 i 4500 =001 JTE702 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 2, Issue 1 (Jan. 1974) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/211974.htm =LDR 03676nas a2200865 i 4500 =001 JTE703 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 1, Issue 6 (Nov. 1973) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/161973.htm =LDR 03677nas a2200865 i 4500 =001 JTE704 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 1, Issue 5 (Sept. 1973) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/151973.htm =LDR 03676nas a2200865 i 4500 =001 JTE705 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 1, Issue 4 (July 1973) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/141973.htm =LDR 03675nas a2200865 i 4500 =001 JTE706 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 1, Issue 3 (May 1973) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/131973.htm =LDR 03676nas a2200865 i 4500 =001 JTE707 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 1, Issue 2 (Mar. 1973) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/121973.htm =LDR 03676nas a2200865 i 4500 =001 JTE708 =003 IN-ChSCO =005 20120206061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120206c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 1, Issue 1 (Jan. 1973) (viewed Feb. 06, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/111973.htm =LDR 03677nas a2200865 i 4500 =001 JTE471 =003 IN-ChSCO =005 20120920061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120920c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Sep. 20, 2012). =588 \\$aLatest issue consulted: Volume 40, Issue 4 (July 2012) (viewed Sep. 20 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4042012.htm =LDR 03678nas a2200865 i 4500 =001 JTE470 =003 IN-ChSCO =005 20120920061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120920c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Sep. 20, 2012). =588 \\$aLatest issue consulted: Volume 40, Issue 5 (Sep. 2012) (viewed Sep. 20, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4052012.htm =LDR 03678nas a2200865 i 4500 =001 JTE469 =003 IN-ChSCO =005 20120920061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 120920c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Sep. 20, 2012). =588 \\$aLatest issue consulted: Volume 40, Issue 6 (Nov. 2012) (viewed Sep. 20, 2012). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4062012.htm =LDR 03678nas a2200865 i 4500 =001 JTE466 =003 IN-ChSCO =005 20131104061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 131104c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Nov. 04, 2013). =588 \\$aLatest issue consulted: Volume 41, Issue 5 (Sep. 2013) (viewed Nov. 04, 2013). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4132013.htm =LDR 03678nas a2200865 i 4500 =001 JTE467 =003 IN-ChSCO =005 20131104061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 131104c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Nov. 04, 2013). =588 \\$aLatest issue consulted: Volume 41, Issue 4 (Jul. 2013) (viewed Nov. 04, 2013). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4142013.htm =LDR 03676nas a2200865 i 4500 =001 JTE717 =003 IN-ChSCO =005 20150515061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 150515c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed May 15, 2015). =588 \\$aLatest issue consulted: Volume 44, Issue 1 (Jan. 2016) (viewed May 15, 2015). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4362015.htm =LDR 03676nas a2200865 i 4500 =001 JTE718 =003 IN-ChSCO =005 20150515061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 150515c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed May 15, 2015). =588 \\$aLatest issue consulted: Volume 44, Issue 2 (Mar. 2016) (viewed May 15, 2015). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4362015.htm =LDR 03675nas a2200865 i 4500 =001 JTE719 =003 IN-ChSCO =005 20150515061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 150515c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed May 15, 2015). =588 \\$aLatest issue consulted: Volume 44, Issue 3 (May 2016) (viewed May 15, 2015). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4362015.htm =LDR 03676nas a2200865 i 4500 =001 JTE720 =003 IN-ChSCO =005 20150515061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 150515c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed May 15, 2015). =588 \\$aLatest issue consulted: Volume 44, Issue 4 (Jul. 2016) (viewed May 15, 2015). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4362015.htm =LDR 03676nas a2200865 i 4500 =001 JTE721 =003 IN-ChSCO =005 20150515061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 150515c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed May 15, 2015). =588 \\$aLatest issue consulted: Volume 44, Issue 5 (Sep. 2016) (viewed May 15, 2015). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4362015.htm =LDR 03676nas a2200865 i 4500 =001 JTE722 =003 IN-ChSCO =005 20150515061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 150515c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed May 15, 2015). =588 \\$aLatest issue consulted: Volume 44, Issue 6 (Nov. 2016) (viewed May 15, 2015). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4362015.htm =LDR 03675nas a2200865 i 4500 =001 JTE465 =003 IN-ChSCO =005 20130521061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 130521c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed May 21, 2013). =588 \\$aLatest issue consulted: Volume 41, Issue 3 (May 2013) (viewed May 21, 2013). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4132013.htm =LDR 03676nas a2200865 i 4500 =001 JTE464 =003 IN-ChSCO =005 20130521061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 130521c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed May 21, 2013). =588 \\$aLatest issue consulted: Volume 41, Issue 4 (July 2013) (viewed May 21, 2013). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4142013.htm =LDR 03676nas a2200865 i 4500 =001 JTE463 =003 IN-ChSCO =005 20130521061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 130521c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed May 21, 2013). =588 \\$aLatest issue consulted: Volume 41, Issue 6 (Nov. 2013) (viewed May 21, 2013). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4162013.htm =LDR 03706nas a2200865 i 4500 =001 JTE728 =003 IN-ChSCO =005 20170624061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 170624c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation$h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed September 24, 2016). =588 \\$aLatest issue consulted: Volume 45, Issue 6 (Nov. 2017) (viewed June 24, 2017). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4562017.htm =LDR 03706nas a2200865 i 4500 =001 JTE729 =003 IN-ChSCO =005 20170624061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 170624c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation$h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed September 24, 2016). =588 \\$aLatest issue consulted: Volume 46, Issue 1 (Jan. 2018) (viewed June 24, 2017). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4612018.htm =LDR 03712nas a2200865 i 4500 =001 JTE737 =003 IN-ChSCO =005 20190910061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190910c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation$h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed September 24, 2016). =588 \\$aLatest issue consulted: Volume 47, Issue 4 (July 2019) (viewed September 10, 2019). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4742019.htm =LDR 03717nas a2200865 i 4500 =001 JTE738 =003 IN-ChSCO =005 20190910061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190910c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation$h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed September 24, 2016). =588 \\$aLatest issue consulted: Volume 47, Issue 5 (September 2019) (viewed September 10, 2019). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4752019.htm =LDR 03710nas a2200865 i 4500 =001 JTE730 =003 IN-ChSCO =005 20171226061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 171226c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation$h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed September 24, 2016). =588 \\$aLatest issue consulted: Volume 46, Issue 2 (Mar. 2018) (viewed December 26, 2017). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4622018.htm =LDR 03709nas a2200865 i 4500 =001 JTE731 =003 IN-ChSCO =005 20171226061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 171226c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation$h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed September 24, 2016). =588 \\$aLatest issue consulted: Volume 46, Issue 3 (May 2018) (viewed December 26, 2017). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4632018.htm =LDR 03710nas a2200865 i 4500 =001 JTE732 =003 IN-ChSCO =005 20171226061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 171226c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation$h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed September 24, 2016). =588 \\$aLatest issue consulted: Volume 46, Issue 4 (Jul. 2018) (viewed December 26, 2017). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4642018.htm =LDR 03710nas a2200865 i 4500 =001 JTE733 =003 IN-ChSCO =005 20171226061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 171226c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation$h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed September 24, 2016). =588 \\$aLatest issue consulted: Volume 46, Issue 5 (Sep. 2018) (viewed December 26, 2017). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4652018.htm =LDR 03710nas a2200865 i 4500 =001 JTE734 =003 IN-ChSCO =005 20171226061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 171226c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation$h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed September 24, 2016). =588 \\$aLatest issue consulted: Volume 46, Issue 6 (Nov. 2018) (viewed December 26, 2017). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4662018.htm =LDR 03717nas a2200865 i 4500 =001 JTE735 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation$h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (January 1973); title from table of contents page (publisher's website, viewed September 24, 2016). =588 \\$aLatest issue consulted: Volume 47, Issue 1 (January 2019) (viewed February 11, 2019). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4712019.htm =LDR 03705nas a2200865 i 4500 =001 JTE736 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation$h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed September 24, 2016). =588 \\$aLatest issue consulted: Volume 47, Issue 3 (May 2019) (viewed May 27, 2019). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4732019.htm =LDR 03715nas a2200865 i 4500 =001 JTE739 =003 IN-ChSCO =005 20200125061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200125c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation$h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed September 24, 2016). =588 \\$aLatest issue consulted: 2019 Volume 47, Issue 6 (November 2019) (viewed Jan 25, 2020). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4762019.htm =LDR 03716nas a2200865 i 4500 =001 JTE740 =003 IN-ChSCO =005 20200406061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200406c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation$h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed September 24, 2016). =588 \\$aLatest issue consulted: 2020 Volume 48, Issue 1 (January 2020) (viewed April 06, 2020). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4812020.htm =LDR 03714nas a2200865 i 4500 =001 JTE741 =003 IN-ChSCO =005 20200406061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200406c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation$h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed September 24, 2016). =588 \\$aLatest issue consulted: 2020 Volume 48, Issue 2 (March 2020) (viewed April 06, 2020). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4822020.htm =LDR 03711nas a2200865 i 4500 =001 JTE742 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation$h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed September 24, 2016). =588 \\$aLatest issue consulted: 2020 Volume 48, Issue 3 (May 2020) (viewed July 06, 2020). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4832020.htm =LDR 03712nas a2200865 i 4500 =001 JTE743 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation$h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed September 24, 2016). =588 \\$aLatest issue consulted: 2020 Volume 48, Issue 4 (July 2020) (viewed July 06, 2020). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4842020.htm =LDR 03718nas a2200865 i 4500 =001 JTE744 =003 IN-ChSCO =005 20201013061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201013c19739999pau|||||o|||||||||||eng|| =022 \\$z0090-3973 =022 \\$a1945-7553 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation$h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed October 13, 2020). =588 \\$aLatest issue consulted: 2020 Volume 48, Issue 5 (September 2020) (viewed October 13, 2020). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4852020.htm =LDR 03919nas a2200889 i 4500 =001 SCOPEJ746 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation $h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International, $c1973. =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, issue 1 (Jan. 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index, $x0003-6986 =510 1\$aComputer & control abstracts, $bJan. 1973-, $x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index, $bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts, $x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database, $b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain), $b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale), $b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =530 \\$aAlso available on microfilm. =530 \\$aAlso available online via the World Wide Web. Tables of contents and abstracts freely available; full-text articles available to subscribers. =588 \\$aDescription based on: Vol. 1, issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed January 12, 2021). =588 \\$aLatest issue consulted: 2021 Volume 49, Issue 1 (January 2021) (viewed May 04, 2021). =650 \0$aMaterials$xTesting $vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials.$tASTM Journal of testing and evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$z0090-3973 =780 00$tJournal of materials, $x0022-2453 =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4912021.htm =LDR 03917nas a2200889 i 4500 =001 SCOPEJ747 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation $h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International, $c1973. =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, issue 1 (Jan. 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index, $x0003-6986 =510 1\$aComputer & control abstracts, $bJan. 1973-, $x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index, $bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts, $x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database, $b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain), $b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale), $b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =530 \\$aAlso available on microfilm. =530 \\$aAlso available online via the World Wide Web. Tables of contents and abstracts freely available; full-text articles available to subscribers. =588 \\$aDescription based on: Vol. 1, issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed January 12, 2021). =588 \\$aLatest issue consulted: 2021 Volume 49, Issue 2 (March 2021) (viewed May 04, 2021). =650 \0$aMaterials$xTesting $vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials.$tASTM Journal of testing and evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$z0090-3973 =780 00$tJournal of materials, $x0022-2453 =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4922021.htm =LDR 03641nas a2200805 a 4500 =001 SCOPEJ748 =005 20210723061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210723c19739999pau|||||o||||||||||0eng|d =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =040 \\$aASTM$cSCOPE =050 \4$aTA401 =082 04$a620/.004/405$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation $h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International, $c1973. =310 \\$aBimonthly =362 0\$aVol. 1, issue 1 (Jan. 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index, $x0003-6986 =510 1\$aComputer & control abstracts, $bJan. 1973-, $x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index, $bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts, $x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database, $b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain), $b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale), $b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =530 \\$aAlso available on microfilm. =530 \\$aAlso available online via the World Wide Web. Tables of contents and abstracts freely available; full-text articles available to subscribers. =588 \\$aDescription based on: Vol. 1, issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed January 12, 2021). =588 \\$aLatest issue consulted: 2021 Volume 49, Issue 3 (May 2021) (viewed July 23, 2021). =650 \0$aMaterials$xTesting $vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials.$tASTM Journal of testing and evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$z0090-3973 =780 00$tJournal of materials, $x0022-2453 =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4932021.htm =LDR 03642nas a2200805 a 4500 =001 SCOPEJ749 =005 20210723061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210723c19739999pau|||||o||||||||||0eng|d =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =040 \\$aASTM$cSCOPE =050 \4$aTA401 =082 04$a620/.004/405$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation $h[electronic resource]. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International, $c1973. =310 \\$aBimonthly =362 0\$aVol. 1, issue 1 (Jan. 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index, $x0003-6986 =510 1\$aComputer & control abstracts, $bJan. 1973-, $x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index, $bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts, $x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database, $b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain), $b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale), $b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =530 \\$aAlso available on microfilm. =530 \\$aAlso available online via the World Wide Web. Tables of contents and abstracts freely available; full-text articles available to subscribers. =588 \\$aDescription based on: Vol. 1, issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed January 12, 2021). =588 \\$aLatest issue consulted: 2021 Volume 49, Issue 4 (July 2021) (viewed July 23, 2021). =650 \0$aMaterials$xTesting $vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials.$tASTM Journal of testing and evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$z0090-3973 =780 00$tJournal of materials, $x0022-2453 =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4942021.htm =LDR 02729nab a2200613 i 4500 =001 JTE10202J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10202J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10202J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aH47477 =082 04$a813/.54$223 =100 1\$aEhrenburg, DO.,$eauthor. =245 10$aFracture Criteria for Brittle Materials /$cDO. Ehrenburg. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe behavior of brittle materials under biaxial and triaxial loading is predictable on the basis of stress envelopes derived from the properties of idealized materials. In the case of nonmetallic brittle materials, the idealized patterns must be somewhat modified to allow for the low tensile strength of these materials. Two basic criteria are recognized: one related to the angle of internal friction, the other a limiting-stress criterion (in tension). The paper culminates in the construction of three-dimensional stress envelopes by means of contours. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPoisson's ratio. =650 \0$aStrength theory. =650 \0$aBiaxial stresses. =650 \0$aTorre's parameter. =650 \0$aTriaxial stresses. =650 \0$aElastic properties. =650 \0$aStresses (material) =650 \0$aFractures. =650 \0$aBrittleness. =650 14$aBrittleness. =650 24$aFractures. =650 24$aStresses (material) =650 24$aIntermediate principal stress. =650 24$aPoisson's ratio. =650 24$aElastic properties. =650 24$aBiaxial stresses. =650 24$aTriaxial stresses. =650 24$aStrength theory. =650 24$aTorre's parameter. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10202J.htm =LDR 02556nab a2200601 i 4500 =001 JTE10203J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10203J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10203J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.A6 =082 04$a620.1/86$223 =100 1\$aJohnson, FA.,$eauthor. =245 10$aFracture Energy and Crack Tunnelling /$cFA. Johnson, JC. Radon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aInstrumented impact testing has been used to measure the dynamic fracture-initiation toughness of some precipitation hardened aluminum alloys. The results of these tests have been calculated by the energy method GIc = ?/?A and by the K calibration formula. The difference in origin and interpretation between the initiation toughness GIc = ?/?A and specific fracture energy ?/A has been considered. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImpact test. =650 \0$aFracture energy. =650 \0$aBrittle fracture. =650 \0$aCrack tunnelling. =650 \0$aCrack propagation. =650 \0$aFracture strength. =650 \0$aAluminum. =650 \0$aAluminum alloys. =650 14$aAluminum alloys. =650 24$aFracture strength. =650 24$aCrack propagation. =650 24$aFracture energy. =650 24$aCrack tunnelling. =650 24$aDouble-cantilever beam specimen. =650 24$aThree-point bend specimen. =650 24$aImpact test. =650 24$aBrittle fracture. =700 1\$aRadon, JC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10203J.htm =LDR 03374nab a2200637 i 4500 =001 JTE10205J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10205J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10205J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC173.4 =082 04$a530.4/17$223 =100 1\$aSeefried, CG.,$eauthor. =245 10$aCharacterization of Polymeric Materials by Dynamic Mechanical Properties /$cCG. Seefried, JV. Koleske. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe determination and analysis of dynamic mechanical properties provide valuable information to characterize polymeric materials. Such testing of polymers with a torsional pendulum is a relatively simple procedure which requires a small amount of sample and is especially sensitive to changes in molecular structure. Thus, the dynamic mechanical properties of polymeric materials can be related directly to the composition, chemical structure, and morphology of the polymer chains. Data are presented which demonstrate the utility of dynamic mechanical properties in the evaluation of polymeric systems based on the presence of crystalline material, the addition of chemical crosslinks, the incorporation of a plasticizer, and copolymers or blends which exhibit various degrees of component compatibilities. The analytical characteristics of particular interest include the glass transition temperature(s) of the material, the occurrence of any secondary relaxations, and the relative change in modulus values and loss properties, all as functions of temperature and time. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPlasticizers. =650 \0$aCross-linking. =650 \0$aPolymer blends. =650 \0$aQuality control. =650 \0$aActivation energy. =650 \0$aTorsion pendulums. =650 \0$aGraft polymerization. =650 \0$aDynamic characteristics. =650 \0$aEngineering materials. =650 \0$aPolymers. =650 14$aPolymers. =650 24$aDynamic characteristics. =650 24$aTorsion pendulums. =650 24$aPolymer blends. =650 24$aGraft polymerization. =650 24$aCross-linking. =650 24$aPlasticizers. =650 24$aGlass transition temperature. =650 24$aActivation energy. =650 24$aQuality control. =700 1\$aKoleske, JV.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10205J.htm =LDR 02489nab a2200553 i 4500 =001 JTE10197J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10197J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10197J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC231 =082 04$a534/.5$223 =100 1\$aHoffman, GL.,$eauthor. =245 10$aLaboratory Compaction Test Methods and Results Compared with Attainable Field Densities on Subbase Materials /$cGL. Hoffman, G. Cumberledge, WC. Koehler. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aWith the extensive use of aggregate material in highway construction (primarily subbase) in Pennsylvania, the Pennsylvania Department of Transportation (PennDOT) initiated an indepth analysis of results of laboratory and field compaction tests on aggregates. This study determined what field and laboratory tests are best correlated to produce the optimum compaction control technique for subbase materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aField strength. =650 \0$aPavement bases. =650 \0$aImpact strength. =650 \0$aDensity (mass/volume) =650 \0$aVibration. =650 \0$aCompacting. =650 14$aPavement bases. =650 24$aField strength. =650 24$aDensity (mass/volume) =650 24$aImpact strength. =650 24$aCompacting. =650 24$aVibration. =700 1\$aCumberledge, G.,$eauthor. =700 1\$aKoehler, WC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10197J.htm =LDR 02699nab a2200637 i 4500 =001 JTE10201J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10201J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10201J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC688 =082 04$a621.36/6$223 =100 1\$aEgle, DM.,$eauthor. =245 12$aA Note on Pseudo-Acoustic Emission Sources /$cDM. Egle, AE. Brown. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThis paper describes an experimental comparison of the stress waves generated by three sources of simulated acoustic emission events: a piezoelectric generator, an electric spark, and a pulsed laser. The stress waves produced by the electric spark indicate that the stress generating mechanism is the thermally excited pressure pulse in the air surrounding the spark. Each of the sources is shown to be capable of producing stress waves of less than 1-?s duration, but the piezoelectric generator appears to be the most advantageous technique. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDipoles. =650 \0$aUnipolar. =650 \0$aTransducer. =650 \0$aUltrasonic. =650 \0$aPiezoelectric. =650 \0$aThermal shock. =650 \0$aAcoustic emission. =650 \0$aLongitudinal wave. =650 \0$aLasers. =650 \0$aStress waves. =650 14$aStress waves. =650 24$aDipoles. =650 24$aLasers. =650 24$aAcoustic emission. =650 24$aLongitudinal wave. =650 24$aPiezoelectric. =650 24$aThermal shock. =650 24$aTransducer. =650 24$aUltrasonic. =650 24$aUnipolar. =700 1\$aBrown, AE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10201J.htm =LDR 02985nab a2200541 i 4500 =001 JTE10200J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10200J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10200J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD571 =082 04$a541.372$223 =100 1\$aEndicott, HS.,$eauthor. =245 10$aGuard-Gap Correction for Guarded-Electrode Measurements and Exact Equations for the Two-Fluid Method of Measuring Permittivity and Loss /$cHS. Endicott. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aEmpirical equations are developed for evaluating the guard-gap correction for guarded electrodes, taking into account the ratio of gap width to electrode spacing, the ratio of the electrode thickness to the gap width, and the permittivities of the material in the gap and between the electrodes. Exact equations are then developed for calculating specimen permittivity, thickness, and dissipation factor from two-fluid measurements, for the first time taking into account the change in effective area when the specimen is inserted between the electrodes, the dissipation factor of the specimen, and that of the liquid. Series resistance and inductance and change in spacing of the electrodes between the first and second set of readings are also taken into account. The accuracy of the equations is estimated to be such that they will not significantly affect the accuracy of two-fluid measurements. Sample calculations are included. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLosses. =650 \0$aGuard-gap. =650 \0$aGuarded electrodes. =650 \0$aDielectric properties. =650 \0$aTwo-fluid measurements. =650 \0$aElectrodes. =650 \0$aElectrochemical analysis. =650 14$aDielectric properties. =650 24$aElectrodes. =650 24$aLosses. =650 24$aTwo-fluid measurements. =650 24$aGuard-gap. =650 24$aGuarded electrodes. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10200J.htm =LDR 02437nab a2200481 i 4500 =001 JTE10199J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10199J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10199J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a620.136$223 =100 1\$aCollacott, RA.,$eauthor. =245 10$aMonitoring to Determine the Dynamics of Fatigue Testing /$cRA. Collacott. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThese investigations were begun to monitor the sonic response during the fatigue life testing of cantilever specimens; they led to the discovery that the power spectral density from the second overtone (3 x fundamental) changed with time, originally exceeding that from the fundamental. Overtones may have a pronounced influence on fatigue testing, and the experimental results should lead to consideration of the possible dynamic effects introduced by such overtones. Tests show that changes can be detected as a consequence of work hardening and crack growth. Possibly this method may be developed as a nondestructive testing technique. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSonic tests. =650 \0$aFatigue tests. =650 \0$aPower spectra. =650 \0$aConcrete$xTesting. =650 \0$aAcoustical engineering. =650 14$aFatigue tests. =650 24$aSonic tests. =650 24$aPower spectra. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10199J.htm =LDR 02242nab a2200481 i 4500 =001 JTE10198J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10198J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10198J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7878.4 =082 04$a621.381/028$223 =100 1\$aRack, HJ.,$eauthor. =245 10$aLoad-Time Attenuation During Instrumented Charpy Impact Testing /$cHJ. Rack. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aThe uses and limitations of procedures designed to characterize and correct for load-time attenuation occurring during dynamic impact testing are described. The importance of wave form, time to maximum load, and load decay time are considered. It is shown that, within certain bounds, wave form attenuation calibration procedures can be used as a means of correcting data which contains excess filtering. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImpact tests. =650 \0$aLoads (forces) =650 \0$aElectronic test equipment. =650 \0$aElectronic instruments. =650 \0$aElectronic measurements. =650 14$aImpact tests. =650 24$aElectronic test equipment. =650 24$aLoads (forces) =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10198J.htm =LDR 02289nab a2200505 i 4500 =001 JTE10204J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10204J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10204J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA462 =082 04$a620.1/1223$223 =100 1\$aRanganathan, BN.,$eauthor. =245 10$aX-Ray Residual Stress Calibration Data of Certain Ferrous and Nonferrous Alloys /$cBN. Ranganathan, JJ. Wert, WN. Clotfelter. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aData pertaining to X-ray residual stress standards of certain ferrous and nonferrous alloys have been presented. These standards which have been obtained using conventional X-ray diffraction techniques will be employed in conducting field-type residual stress measurements in the shuttle program by using automatic servo-controlled systems. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aField tests. =650 \0$aResidual stress. =650 \0$aX ray diffraction. =650 \0$aStress corrosion. =650 \0$aAlloys$xStress corrosion. =650 14$aResidual stress. =650 24$aX ray diffraction. =650 24$aField tests. =700 1\$aWert, JJ.,$eauthor. =700 1\$aClotfelter, WN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10204J.htm =LDR 02342nab a2200553 i 4500 =001 JTE11703J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11703J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11703J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA441 =082 04$a625.8$223 =100 1\$aRad, PF.,$eauthor. =245 12$aA Simple Technique for Determining Relative Strength of Aggregates /$cPF. Rad. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThe performance of graded aggregate bases can normally be determined from the property indexes of the aggregate materials such as compressive strength, density, abrasion, hardness, and absorption. All these values can be systematically obtained through standardized laboratory operations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAbrasion. =650 \0$aAggregates. =650 \0$aImpact tests. =650 \0$aCompressive strength. =650 \0$aAggregates (Building materials)$xTesting. =650 \0$aPavements$xDesign and construction. =650 \0$aPavements$xTesting. =650 \0$aRoads$xDesign and construction. =650 \0$aCrushed aggregates. =650 \0$aStrength of materials. =650 14$aAggregates. =650 24$aImpact tests. =650 24$aAbrasion. =650 24$aCompressive strength. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11703J.htm =LDR 02945nab a2200589 i 4500 =001 JTE11700J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11700J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11700J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.T46 =082 04$a721/.0449$223 =100 1\$aChwirut, DJ.,$eauthor. =245 10$aTensile Creep of Angle-Plied Boron/Epoxy Laminates /$cDJ. Chwirut. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aTensile creep tests were performed at 75°F (24°C) and 300°F (149°C) on 26 specimens cut from ±30-deg and ±45-deg laminates of boron/epoxy composite material to characterize the creep behavior of these materials. A linear viscoelastic laminate theory proposed by McQuillen was compared with the experimental data for the tests run at 75°F (24°C). The predicted creep strains differed greatly from the measured values, indicating that the linear theory is not applicable to laminates with these filament orientations. A general creep equation of the form ? = k?mtn was fitted to the experimental data with excellent correlation. The stress exponents was fitted to the experimental data with excellent correlation. The stress exponents m varied from 1.79 to 5.17 for the four series of tests, thus characterizing the nonlinear behavior of boron/epoxy laminates with these filament orientations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBoron. =650 \0$aComposite. =650 \0$aLaminates. =650 \0$aMaterials. =650 \0$aBoron/epoxy. =650 \0$aEpoxy laminates. =650 \0$aViscoelasticity. =650 \0$aCreep properties. =650 \0$aTensile architecture. =650 14$aLaminates. =650 24$aEpoxy laminates. =650 24$aBoron. =650 24$aComposite. =650 24$aMaterials. =650 24$aCreep properties. =650 24$aViscoelasticity. =650 24$aBoron/epoxy. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11700J.htm =LDR 02765nab a2200553 i 4500 =001 JTE11701J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11701J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11701J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP881 =082 04$a666/.893$223 =100 1\$aAdepegba, D.,$eauthor. =245 14$aThe Effect of Water Content on the Compressive Strength of Laterized Concrete /$cD. Adepegba. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aLaterized concrete is defined as concrete in which laterite fines replace sand. A previous paper highlighted only the salient points of difference between laterized and normal concrete. The results reported in this paper are mainly on the effect of water content on the compressive strength of laterized concrete. Other properties such as durability, resistance to frost action, and creep need to be investigated to decide whether or not laterized concrete would be usable in all climates. It is the aim of the author that this paper and his earlier paper will generate research interest in other parts of the world where facilities and climatic conditions are more favorable for the investigations of properties which are not easily investigated in the tropics. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConcretes. =650 \0$aLaterites. =650 \0$aAggregates. =650 \0$aDurability. =650 \0$aWater cement ratio. =650 \0$aCompressive strength. =650 \0$aAggregates (Building materials) =650 \0$aCement. =650 14$aLaterites. =650 24$aConcretes. =650 24$aWater cement ratio. =650 24$aDurability. =650 24$aAggregates. =650 24$aCompressive strength. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11701J.htm =LDR 03077nab a2200673 i 4500 =001 JTE11699J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11699J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11699J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aLaird, C.,$eauthor. =245 10$aHistory Dependence in the Cyclic Stress-Strain Response of Wavy Slip Materials /$cC. Laird, JM. Finney, A. Schwartzman, R. de la Veaux. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aA conflict exists as to whether the saturated flow stress of a wavy slip metal cycled at high plastic strain amplitudes depends on history or not. To resolve this, mechanical tests have been carried out on heavily cold-worked copper and the structures studied by transmission electron microscopy. It has been found that, for any material, there exists a prestrain (dependent on many testing and material factors) below which cyclic stress-strain response is history independent and above which it is dependent. For severe prestrains, the cycling is insufficient to balance the dislocation structures in the cell walls, and the cells are more angular and misoriented than those which occur in annealed metal subjected to strain cycling. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCopper. =650 \0$aNickel. =650 \0$aStrains. =650 \0$aStresses. =650 \0$aSlip mode. =650 \0$aCyclic loads. =650 \0$aCarbon steels. =650 \0$aFatigue (materials) =650 \0$aStructure sensitivity. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aStresses. =650 24$aStrains. =650 24$aCyclic loads. =650 24$aCopper. =650 24$aNickel. =650 24$aCarbon steels. =650 24$aFatigue (materials) =650 24$aStructure sensitivity. =650 24$aSlip mode. =700 1\$aFinney, JM.,$eauthor. =700 1\$aSchwartzman, A.,$eauthor. =700 1\$ade la Veaux, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11699J.htm =LDR 02516nab a2200553 i 4500 =001 JTE11698J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11698J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11698J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aMitchell, MR.,$eauthor. =245 10$aCumulative Fatigue Damage Analysis of a Light Truck Frame /$cMR. Mitchell, RM. Wetzel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aA case study describes a fatigue damage analysis of a light truck frame. The objective of the analysis is to determine whether an existing frame design can safely accept a 10% increase in load. The analysis, completed in less than a month, incorporates an experimental stress-strain analysis, proving ground test data, and experimentally determined properties of the frame material. Three common methods of damage analysis and a relatively new procedure are compared and the advantages of the new method are demonstrated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamage. =650 \0$aStrains. =650 \0$aStress analysis. =650 \0$aDamage assessment. =650 \0$aFatigue (materials) =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aDamage. =650 24$aDamage assessment. =650 24$aFatigue (materials) =650 24$aStress analysis. =650 24$aStrains. =700 1\$aWetzel, RM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11698J.htm =LDR 02663nab a2200673 i 4500 =001 JTE11704J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11704J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11704J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRB43.6 =082 04$a616.07/58$223 =100 1\$aFaulring, GM.,$eauthor. =245 10$aDetection of Chrysotile Asbestos in Airborne Dust from Thermosetting Resin Grinding /$cGM. Faulring, WD. Forgeng, EJ. Kleber, HB. Rhodes. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aAirborne dust samples generated during grinding thermosetting resin plaques containing 0.8 to 18% chrysotile and reference samples were examined optically and on the electron microprobe up to magnifications of x900. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIodine. =650 \0$aChrysotile. =650 \0$aSerpentine. =650 \0$aPhase contrast. =650 \0$aVacuum deposition. =650 \0$aElectron microprobe. =650 \0$aResin-encapsulation. =650 \0$aThermosetting resins. =650 \0$aLight (visible radiation) =650 \0$aElectron Probe Microanalysis. =650 \0$aMicroscopy, Electron. =650 \0$aMicroprobe analysis. =650 14$aThermosetting resins. =650 24$aSerpentine. =650 24$aIodine. =650 24$aChrysotile. =650 24$aLight (visible radiation) =650 24$aPhase contrast. =650 24$aResin-encapsulation. =650 24$aVacuum deposition. =650 24$aElectron microprobe. =700 1\$aForgeng, WD.,$eauthor. =700 1\$aKleber, EJ.,$eauthor. =700 1\$aRhodes, HB.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11704J.htm =LDR 02681nab a2200565 i 4500 =001 JTE11695J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11695J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11695J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aBranco, CM.,$eauthor. =245 13$aAn Analysis of the Influence of Mean Stress Intensity and Environment on Fatigue Crack Growth in a New High Strength Aluminum Alloy /$cCM. Branco, JC. Radon, LE. Culver. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aThe effects of the mean stress intensity factor Km and the range of the stress intensity ?K on fatigue crack propagation during wholly tensile loading cycles in the aluminum (Al) alloy RR58 in laboratory air and in a 3.5% NaCl solution have been studied using contoured double-cantilever beam specimens. In general the fatigue crack growth rate in NaCl solution was greater than in air under similar conditions except for tests in which high values of the maximum stress intensity factor were used when no significant difference was observed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aAluminum alloys. =650 \0$aCorrosion fatigue. =650 \0$aCrack propagation. =650 \0$aFracture properties. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFracture properties. =650 24$aAluminum alloys. =650 24$aCorrosion fatigue. =650 24$aStresses. =650 24$aCrack propagation. =700 1\$aRadon, JC.,$eauthor. =700 1\$aCulver, LE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11695J.htm =LDR 03383nab a2200625 i 4500 =001 JTE11702J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11702J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11702J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aClark, WG.,$eauthor. =245 10$aVariability in Fatigue Crack Growth Rate Testing /$cWG. Clark, SJ. Hudak. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (23 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aTo provide the data necessary to develop a recommended practice for fatigue crack growth rate testing, an extensive interlaboratory (round robin) program was conducted and the variability and bias associated with the current state of the art of fatigue crack growth rate testing was determined.Fatigue crack growth rate data (expressed in terms of linear elastic fracture mechanics parameters) were generated for a 190-ksi (1310-MPa) yield strength 10 Ni-8Co-1Mo steel at 15 different laboratories with several test specimen geometries.The results were evaluated statistically and on the basis of a graphical comparison, and the variability and bias associated with both the experimental and analytical aspects of crack growth rate testing were determined.In general, the overall interlaboratory variability was found to be approximately 3 to 1 (on crack growth rate at a given stress intensity range) The intralaboratory variability was typically 2 to 1.No significant geometry or data processing bias was encountered.The results of this study show that the primary source of variability associated with fatigue crack growth rate testing is the experimental procedure used to obtain the raw test data (crack length versus elapsed cycles) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aFailure. =650 \0$aStresses. =650 \0$aToughness. =650 \0$aVariability. =650 \0$aFatigue tests. =650 \0$aFatigue (materials) =650 \0$aCracking (fracturing) =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFatigue (materials) =650 24$aCracking (fracturing) =650 24$aVariability. =650 24$aFailure. =650 24$aFatigue tests. =650 24$aSteels. =650 24$aStresses. =650 24$aToughness. =700 1\$aHudak, SJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11702J.htm =LDR 02605nab a2200565 i 4500 =001 JTE11697J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11697J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11697J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.T46 =082 04$a721/.0449$223 =100 1\$aHofer, KE.,$eauthor. =245 12$aA Comparison of the Elevated Temperature Strength Loss in High Tensile Strength Graphite/Epoxy Composite Laminates Due to Ambient and Accelerated Aging /$cKE. Hofer, M. Stander, PN. Rao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aA comparison is made between ambient and accelerated aged panels and panels tested immediately after curing. Strength reductions as a function of time of aging and temperature for several orientations of laminates were determined. The effect of adding interlayers of glass scrim cloth between graphite plies was investigated. The high tensile strength graphite-epoxy material studied was Modmor® II graphite/Narmco® 5206 epoxy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGraphite. =650 \0$aEpoxy laminates. =650 \0$aAccelerated tests. =650 \0$aFlexural strength. =650 \0$aComposite materials. =650 \0$aEnvironmental tests. =650 \0$aTensile architecture. =650 14$aComposite materials. =650 24$aGraphite. =650 24$aEpoxy laminates. =650 24$aEnvironmental tests. =650 24$aAccelerated tests. =650 24$aFlexural strength. =700 1\$aStander, M.,$eauthor. =700 1\$aRao, PN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11697J.htm =LDR 02950nab a2200637 i 4500 =001 JTE11696J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11696J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11696J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA462 =082 04$a620.1/1223$223 =100 1\$aPearlstein, F.,$eauthor. =245 10$aCharacterization of Galvanized Sheet Steel for Automotive Vehicle Bodies /$cF. Pearlstein, A. Gallaccio. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aCommercially available galvanised steel sheet materials, obtained from several sources and representing sinc coatings of conventional spangles (sinc crystal faces), minimized spangles, and diffusion alloy (galvanneal), were characterized for quality and performance. Thicknesses of the galvanised coatings were determined by chemical stripping (procedures for which are offered), by microscopic examination of cross-sectioned specimen, and by magnetic and eddy-current measuring devices. These methods were compared for reproducibility and suitability for general use. Corrosion resistances of the galvanised steels were determined following specific periods of exposure of specimens in 5% salt-fog environment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aWelding. =650 \0$aStripping. =650 \0$aFormability. =650 \0$aSinc alloys. =650 \0$aSinc coatings. =650 \0$aPaint adhesion. =650 \0$aCorrosion resistance. =650 \0$aGalvanized materials. =650 \0$aCorrosion. =650 14$aSteels. =650 24$aGalvanized materials. =650 24$aSinc coatings. =650 24$aFormability. =650 24$aSinc alloys. =650 24$aCorrosion resistance. =650 24$aWelding. =650 24$aCoating thickness measurements. =650 24$aStripping. =650 24$aPaint adhesion. =700 1\$aGallaccio, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11696J.htm =LDR 03461nab a2200601 i 4500 =001 JTE20140276 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140276$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140276$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT50 =082 04$a620.0044$223 =100 1\$aSar??s?k, G.,$eauthor. =245 10$aClassification of Parameters Affecting Impact Resistance of Natural Stones /$cG. Sar??s?k, E. Özkan, E. Kundak, H. Akdas. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b41 =520 3\$aThis study used various test methods to analyze the impact resistance of marble, limestone, and travertine to determine their breaking potential when they are used for interior and exterior floor covering. A total of 17 kinds of natural rocks (7 marbles, 5 travertines, and 5 limestones) were categorized according to their commonly used geological formations and were subjected to various characterization tests (mineralogical and petrographic characteristics, chemical properties, as well as physical and mechanical properties). The rupture energy caused by an impact on natural rocks was determined according to the BS EN 14158 standard, whereas restitution coefficients were determined according to the BS EN ISO 10545-5 standard. The impact resistance, rupture energy, and restitution coefficient of polished natural stone plates that were used in the tests were statistically analyzed. The parameters that affected these variables of natural rocks were plate thickness, mineralogical and petrographic characteristics, and physical and mechanical properties. Finally, the potential fractures of the specimens were classified based on impact resistance, rupture energy, and restitution coefficient. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aClassification. =650 \0$aRupture energy. =650 \0$aPotential fracture. =650 \0$aStatistical analysis. =650 \0$aRestitution coefficient. =650 \0$aMaterials Testing. =650 \0$aLCSH: Materials Testing. =650 \0$aNatural Stones. =650 14$aNatural stones. =650 24$aImpact resistance test methods. =650 24$aStatistical analysis. =650 24$aPotential fracture. =650 24$aClassification. =650 24$aRupture energy. =650 24$aRestitution coefficient. =700 1\$aÖzkan, E.,$eauthor. =700 1\$aKundak, E.,$eauthor. =700 1\$aAkdas, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140276.htm =LDR 03132nab a2200577 i 4500 =001 JTE20140310 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140310$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140310$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ230 =082 04$a621.8/15$223 =100 1\$aChen, Wu-Lin,$eauthor. =245 10$aSystem Reliability of a Machine Repair System With a Multiple-Vacation and Unreliable Server /$cWu-Lin Chen, Chia-Hsien Wen, Zheng-Han Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThis study deals with reliability and sensitivity analysis of a machine repair system with warm standbys and an unreliable server having multiple-vacation. Failure times of operating and warm standby machines are assumed to be exponentially distributed with parameters ? and ?, respectively. Vacation times of the server are also assumed to be exponentially distributed. A practical example of the model under consideration in this study is provided. The Laplace transform technique was used to derive the reliability function RY(t) and the mean time to system failure MTTF. We performed a parametric investigation that provided numerical results to show how various system parameters affect RY(t) and MTTF. Sensitivity analyses of RY(t) and MTTF, along with changes in specific values of the system parameters, were investigated. Relative sensitivity analyses of RY(t) and MTTF with various parameters were also studied. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aReliability. =650 \0$aMultiple-vacation. =650 \0$aUnreliable server. =650 \0$aSensitivity analysis. =650 \0$aMachine repair system. =650 \0$aMachine design. =650 \0$aMachinery$xReliability. =650 \0$aMechanisches System. =650 14$aMean time to system failure. =650 24$aMultiple-vacation. =650 24$aReliability. =650 24$aSensitivity analysis. =650 24$aUnreliable server. =650 24$aMachine repair system. =700 1\$aWen, Chia-Hsien,$eauthor. =700 1\$aChen, Zheng-Han,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140310.htm =LDR 02978nab a2200529 i 4500 =001 JTE20140324 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140324$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140324$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA278.5 =082 04$a519.5/354$223 =100 1\$aKayid, M.,$eauthor. =245 12$aA New Family of Generalized Quadratic Hazard Rate Distribution With Applications /$cM. Kayid, I. Elbatal, F. Merovci. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe purpose of this paper is to introduce a new family of the quadratic hazard rate distribution. This new family has the advantage of being capable of modeling various shapes of aging and failure criteria. Furthermore, some well-known lifetime distributions such as generalized exponential distribution, generalized linear hazard rate distribution, and generalized Rayleigh distribution among others follow as special cases. Some statistical and reliability properties of the new family are discussed and the maximum likelihood estimation is used to estimate the unknown parameters. Explicit expressions are derived for the quantiles. In addition, the asymptotic confidence intervals for the parameters are derived from the Fisher information matrix. Finally, the obtained results are validated using a real data set and it is shown that the new family provides a better fit than some other known distributions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOrder statistics. =650 \0$aTransmutation map. =650 \0$aReliability function. =650 \0$aEstimationtheory. =650 \0$aFactor analysis. =650 14$aGeneralized quadratic hazard rate distribution. =650 24$aReliability function. =650 24$aOrder statistics. =650 24$aTransmutation map. =650 24$aMaximum likelihood estimation. =700 1\$aElbatal, I.,$eauthor. =700 1\$aMerovci, F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140324.htm =LDR 03901nab a2200553 i 4500 =001 JTE20140159 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140159$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140159$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE5.3.H5 =082 04$a625.8$223 =100 1\$aJackson, Alex,$eauthor. =245 10$aReducing Sample Size for Cold In-Place Recycling Design and Testing /$cAlex Jackson, Andrew F. Braham. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aMany current methods of designing and testing cold in-place recycled (CIR) asphalt are undesirable because they require large amounts of material and significant preparation. In an effort to lessen the cost and time of materials testing, this research utilizes several different methods of small scale testing of creep stiffness. These methods include using a discovery hybrid rheometer (DHR) and a three point bending test to find the creep stiffness of emulsion based CIR. The new testing methods used samples on the scale of up to a hundredth the size of what the traditional methods of testing require. The two smaller scale tests were compared to the traditional indirect tension test (IDT) testing. In order to fully evaluate the two reduced sample size test methods, this research observed the effect of gradation, temperature, emulsifier type, and recycled asphalt pavement (RAP) content on creep stiffness. If successful, the use of these new test methods could significantly decrease the damage done to roads, and reduce the cost of material management incurred through the quality control testing methods for pavement. Results showed very good correlation between DHR and IDT testing with a proportional difference between the samples. The standard deviations between the DHR and IDT testing were 18.6 % and 19.2 % of the mean values, respectively, indicating similar accuracies of tests. The tests were also able to distinguish between types of material. The proportional difference between the IDT and DHR is expected and is due to the difference of sample and loading configuration. With the proper shift factor, it is suggested that the DHR can provide similar results with significantly less material versus the traditional IDT test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMix design. =650 \0$aCreep stiffness. =650 \0$aCold mix asphalt. =650 \0$aPavements$xDesign and construction. =650 \0$aPavements$xMaintenance and repair. =650 \0$aPavements, Concrete$xMaintenance and repair. =650 \0$aPavements, Asphalt$xRecycling. =650 \0$aPavements, Concrete$xRecycling. =650 \0$aPavements$xTesting. =650 \0$aPavements$xPerformance. =650 14$aCold mix asphalt. =650 24$aMix design. =650 24$aCreep stiffness. =700 1\$aBraham, Andrew F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140159.htm =LDR 03368nab a2200517 i 4500 =001 JTE20140530 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140530$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140530$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.76.E95 =082 04$a006.3$223 =100 1\$aWang, Yu-Jie,$eauthor. =245 10$aApplying FQFD and Utility Representative Functions Under Fuzzy Environment for FMCDM /$cYu-Jie Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b71 =520 3\$aIn this paper, we apply fuzzy quality function deployment (FQFD) and utility representative functions under fuzzy environment for fuzzy multi-criteria decision-making (FMCDM). In the FMCDM, criteria weights can present both consumers' opinions and experts' opinions. Consumers' opinions are expressed by fuzzy importance levels of customer needs, experts' opinions are presented by fuzzy relationship strength ratings for customer needs on skill needs, and the two opinions are integrated by FQFD. In addition to importance levels of customer needs and relationship strength ratings for customer needs on skill needs being fuzzy numbers, performance criteria ratings of alternatives are also displayed by fuzzy numbers in FMCDM. Thus, multiplying fuzzy numbers and aggregating several pooled fuzzy numbers formed by multiplying fuzzy numbers are critical on computation. Practically, the fuzzy computations are hard. In this paper, we use utility representative functions of multiplication and aggregation on fuzzy numbers to resolve the computation ties, especially for multiplying three fuzzy numbers. In addition, we compare the proposed method with other FMCDM methods to demonstrate our method's feasibility and rationality. Therefore, FMCDM can be finished easily and efficiently through associating FQFD with the utility representative functions of fuzzy numbers applied. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFuzzy numbers. =650 \0$aFuzzy multiplication. =650 \0$aExpert systems (Computer science) =650 \0$aNeural networks (Computer science) =650 \0$aFuzzy systems. =650 \0$aArtificial intelligence. =650 14$aFMCDM. =650 24$aFuzzy multiplication. =650 24$aFuzzy numbers. =650 24$aFQFD. =650 24$aUtility representative functions. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140530.htm =LDR 03469nab a2200541 i 4500 =001 JTE20140193 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140193$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140193$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1/7765$223 =100 1\$aAbed, Ghassan,$eauthor. =245 10$aAssessment of the Poisson Ratio Effect on Low Cycle Fatigue (LCF) Behavior of Shear-Cracking Mode Materials /$cGhassan Abed, Yung-Li Lee, John Quigley, Wensheng Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThis paper evaluates the effect of different Poisson's ratios and an equivalent Poisson's ratio formula on the crack initiation angle and life estimation by using the three shear-strain based fatigue damage models (Brown-Miller, Fatemi-Socie, and Liu's Virtual Energy) on strain-controlled biaxial cyclic loading tests of specific tubular material specimens. The four shear failure mode materials studied were Inconel 718, 304L stainless steel, normalized 1050, and quenched/tempered 1050 steels. This study was motivated by the fact that for all the strain-controlled fatigue testing, the induced transverse strain was not measured, but assumed to be a negative product of the axial strain and the Poisson ratio, where the axial strain was known and given, and the Poisson ratio was either assumed to be a constant or a variable represented by a function of elastic and plastic equivalent strains. Therefore, the assumption of a Poisson's ratio in the transverse strain calculation was assessed in this study. It is concluded that the use of different Poisson's ratios in the three fatigue damage models would have some effects on the crack angle prediction, depending on the material type, and little effect on the fatigue life estimation for all materials investigated in this study. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLow cycle fatigue. =650 \0$aCrack initiation life. =650 \0$aCrack initiation angle. =650 \0$aShear (Mechanics) =650 14$aEquivalent Poisson's ratio. =650 24$aLow cycle fatigue. =650 24$aShear-dominant failure mode materials. =650 24$aShear-cracking mode materials. =650 24$aCrack initiation angle. =650 24$aCrack initiation life. =700 1\$aLee, Yung-Li,$eauthor. =700 1\$aQuigley, John,$eauthor. =700 1\$aZhang, Wensheng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140193.htm =LDR 03221nab a2200577 i 4500 =001 JTE20140339 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140339$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140339$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aWang, Feng,$eauthor. =245 10$aAnalytical Evaluation of Ride Comfort on Asphalt Concrete Pavements /$cFeng Wang, Said Easa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aRide comfort is very important in the performance evaluation of highway concrete pavements. In this paper, three indices were integrated and used for the evaluation of ride comfort on asphalt concrete pavements: (1) weighted root mean square of the acceleration, (2) root mean square of the squared differences (a measure of heart rate variability), and (3) weighted value of subjective ride comfort. The study involved collection of comprehensive experimental data for 89 highway sections in China that included pavement roughness, ride speed, acceleration, dynamic friction, psychological and physiological data, pavement condition, and questionnaires. Indices and thresholds for acceleration, heart rate variability, and subjective evaluation of ride comfort were developed. In addition, quantitative relations between ride comfort and both pavement roughness and ride speed were established for two specific ranges of dynamic friction. Graphical relations among ride comfort, pavement roughness, and ride speed were established. These relations provide useful guidelines for ride comfort evaluation and highway maintenance management. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSpeed. =650 \0$aRoughness. =650 \0$aThreshold. =650 \0$aAcceleration. =650 \0$aRide comfort. =650 \0$aEvaluation index. =650 \0$aAsphalt concrete pavement. =650 \0$aPavements, Asphalt concrete. =650 14$aAsphalt concrete pavement. =650 24$aRide comfort. =650 24$aEvaluation index. =650 24$aThreshold. =650 24$aRoughness. =650 24$aAcceleration. =650 24$aSpeed. =700 1\$aEasa, Said,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140339.htm =LDR 02734nab a2200517 i 4500 =001 JTE20150029 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150029$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150029$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aSener, Bora,$eauthor. =245 10$aNumerical and Experimental Investigation of Friction Effect in Limiting Dome Height Test /$cBora Sener, E. Sabri Kayali. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aIn this study, the effect of friction in limiting dome height test was investigated numerically and experimentally. Ultra-low-carbon galvanized steel sheets were used as a test material. The thickness of the material was 1.2 mm. Limiting dome height tests were carried out by using three different lubricants, and the test was modeled with the finite-element method. Simulations were done using various friction coefficients to show the effect of friction on the limiting dome height test. It has been observed that necking/fracture area is decreasing and necking/fracture location moves toward the pole side of the material with the decline of the friction coefficient. Similar results were also obtained in the experiments. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNecking. =650 \0$aFriction. =650 \0$aFinite-element simulation. =650 \0$aLimiting dome height test. =650 \0$afinite element analysis. =650 \0$aStructural analysis (Engineering) =650 14$aLimiting dome height test. =650 24$aFriction. =650 24$aFinite-element simulation. =650 24$aNecking. =700 1\$aKayali, E. Sabri,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150029.htm =LDR 03030nab a2200541 i 4500 =001 JTE20140536 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140536$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140536$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP261.H9 =082 04$a333.79/68$223 =100 1\$aMa, Pengcheng,$eauthor. =245 10$aTerbium-Doped SrCoO3 as a New Cathode Material for IT-SOFC /$cPengcheng Ma, Tao Liu, Jingkun Yu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aCathode materials consisting of Sr1-xTbxCoO3-? (x = 0.1, 0.2, 0.3) were prepared from a stoichiometric mixture of SrCO3, Co3O4, and Tb4O7 for intermediate-temperature solid oxide fuel cells (IT-SOFCs). The crystal structure of Sr0.9Tb0.1CoO3-? was defined in the cubic Pm-3 m space group (No. 221), and Sr0.8Tb0.2CoO3-? and Sr0.7Tb0.3CoO3-? had a tetragonal I4/mmm structure. The electrical conductivity values were all higher than 407 S . cm-1 for T >= 500°C. The area specific resistances (ASRs) and its activation energy (Ea) increased with increasing x. The oxygen vacancies and the thermal expansion coefficients (TECs) decreased with increasing x. The TECs were influenced by the concentration of oxygen vacancies and the transition of the Co3+ ions from a low-spin to a high-spin state. The cathodes exhibited porosity microstructure and good adhesion to solid electrolyte. Sr0.9Tb0.1CoO3-? had the best cathode characteristics and the most stable performance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFuel cells. =650 \0$aThermal expansion. =650 \0$aCobaltate perovskites. =650 \0$aSpin-state transition. =650 \0$aHydrogen$xResearch. =650 \0$aFuel cells$xResearch. =650 \0$aHydrogen as fuel$xEconomic aspects. =650 14$aCobaltate perovskites. =650 24$aSpin-state transition. =650 24$aThermal expansion. =650 24$aFuel cells. =700 1\$aLiu, Tao,$eauthor. =700 1\$aYu, Jingkun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140536.htm =LDR 03325nab a2200541 i 4500 =001 JTE20140237 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140237$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140237$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1570 =082 04$a621.3672$223 =100 1\$aYu, Chia-Ying,$eauthor. =245 10$aMicrowave Imaging in Frequency Domain for Through-Wall Multiple Conductors /$cChia-Ying Yu, Chien-Ching Chiu, Yu-Kai Chou, Szu-Chi Shen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aThis paper presents an inverse scattering problem for through-wall imaging. Two separate perfect-conducting cylinders of unknown shapes are behind a homogeneous building wall and illuminated by the transverse magnetic (TM) plane wave. After an integral formulation, a discretization using the method of moment (MoM) is applied. The through-wall imaging (TWI) problem is recast as a nonlinear optimization problem with an objective function defined by the norm of a difference between the measured and calculated scattered electric field. Thus, the shape of the metallic cylinder can be obtained by minimizing the objective function. The asynchronous particle swarm optimization (APSO) is employed to find out the global extreme solution of the object function. Numerical results demonstrate that even when the initial guesses are far away from the exact shapes, and the multiple scattered fields between two conductors are serious, good reconstruction still can be obtained. In addition, the effect of Gaussian noise on the reconstruction result is investigated and the numerical simulation shows that even though the signal-noise ratio (SNR) is 20 dB, we can still get good results of reconstructions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInverse problem. =650 \0$aMultiple scatterers. =650 \0$aThrough-wall imaging. =650 \0$aInfrared detectors. =650 \0$aMicrowave detectors. =650 \0$aMicrowave devices. =650 14$aInverse problem. =650 24$aThrough-wall imaging. =650 24$aAsynchronous particle swarm optimization. =650 24$aMultiple scatterers. =700 1\$aChiu, Chien-Ching,$eauthor. =700 1\$aChou, Yu-Kai,$eauthor. =700 1\$aShen, Szu-Chi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140237.htm =LDR 02627nab a2200481 i 4500 =001 JTE20140319 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140319$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140319$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7888.3 =082 04$a621.39/2$223 =100 1\$aChou, Wen-Sheng,$eauthor. =245 10$aNew Algorithm of Similarity Measures for Pattern-Recognition Problems /$cWen-Sheng Chou. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aSimilarity measures under intuitionistic fuzzy sets (IFSs) have received great attention because of their wide range of applications in various areas, especially in solving pattern-recognition problems. Whereas many studies have focused on proposing new similarity measures, these studies did not provide any proof that their proposed similarity measures can solve pattern-recognition problems without a tie. In this study, we propose two similarity measures and prove that these similarity measures are well defined. Furthermore, we construct an algorithm based on our proposed similarity measures and prove that our proposed algorithm can solve pattern-recognition problems under an intuitionistic fuzzy sets environment without an unsolved dilemma. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPattern recognition. =650 \0$aSimilarity measures. =650 \0$aIntuitionistic fuzzy set. =650 \0$aFuzzy systems. =650 \0$aComputer engineering. =650 14$aIntuitionistic fuzzy set. =650 24$aSimilarity measures. =650 24$aPattern recognition. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140319.htm =LDR 03487nab a2200613 i 4500 =001 JTE20140138 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140138$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140138$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ840 =082 04$a621.26$223 =100 1\$aVitel, Gigi,$eauthor. =245 10$aStudy of Temperature Memory Effect During the Thermal Cycling in Hydraulic Systems /$cGigi Vitel, Bogdan Pricop, Marius-Gabriel Suru, Nicoleta Monica Lohan, Leandru-Gheorghe Bujoreanu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b34 =520 3\$aThe effects of thermal cycling in an experimental hydraulic installation of trained shape memory alloy actuators are discussed. After being trained in air for up to 500 flection-deflection cycles during cooling-heating, respectively, with a load fastened at their free ends, the lamellar elements developed two way shape memory effect by reducing their curvature during heating and by recovering it during cooling. Temperature variations versus time were recorded during thermal cycling performed in oil, revealing the influences of: (i) the number of training cycles, (ii) overheating caused by oil thermal-inertia, and (iii) heating interruption during martensite reversion to parent phase. The effects of the number of training cycles, corroborated with heating interruption, were revealed by differential scanning calorimetry both before and after functioning in oil. Heating interruption, associated with temperature memory effect, caused the occurrence of two martensite populations during subsequent cooling, as substantiated by optical and atomic force microscopy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMartensite. =650 \0$aThermal actuator. =650 \0$aShape memory alloy. =650 \0$aAtomic force microscopy. =650 \0$aHydraulicmachinery. =650 \0$aThermal Cycling. =650 \0$aTemperature Memory Effect. =650 14$aShape memory alloy. =650 24$aTwo way shape memory effect. =650 24$aThermal actuator. =650 24$aThermal cycling. =650 24$aMartensite. =650 24$aDifferential scanning calorimetry. =650 24$aAtomic force microscopy. =650 24$aTemperature memory effect. =700 1\$aPricop, Bogdan,$eauthor. =700 1\$aSuru, Marius-Gabriel,$eauthor. =700 1\$aLohan, Nicoleta Monica,$eauthor. =700 1\$aBujoreanu, Leandru-Gheorghe,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140138.htm =LDR 02706nab a2200517 i 4500 =001 JTE20140329 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140329$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140329$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.22 =082 04$a620.1/1233$223 =100 1\$aKhandelwal, H. K.,$eauthor. =245 10$aFracture-Toughness Evaluation of Solution Heat-Treated Zr-2.5Nb Alloys as per ASTM and ISO Standards /$cH. K. Khandelwal, R. N. Singh, J. K. Chakravartty. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b35 =520 3\$aIn the present work, fracture-toughness parameters of Zr-2.5Nb alloy were evaluated as per ASTM E1820 and ISO 12135 standards at 25°C and 300°C. To investigate the influence of the material's microstructure on deviation in fracture-toughness values, Zr-2.5Nb alloy plates were individually water quenched from three soaking temperatures; 850°C, 870°C, and 890°C with 15- and 30-min soaking durations. Under these six conditions, fracture resistance, J-R curves derived from these standards exhibited marginal deviations. However, slope of valid J-R curve region (dJ/da) obtained by two methods had appreciable differences, especially at 300°C. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aISO standard. =650 \0$aFracture toughness. =650 \0$aSolution heat treatment. =650 \0$aFracture mechanics. =650 14$aFracture toughness. =650 24$aASTM standard. =650 24$aISO standard. =650 24$aZr-2.5Nb alloy pressure tube. =650 24$aSolution heat treatment. =700 1\$aSingh, R. N.,$eauthor. =700 1\$aChakravartty, J. K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140329.htm =LDR 03633nab a2200601 i 4500 =001 JTE20140522 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140522$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140522$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA169.3 =082 04$a620/.00452$223 =100 1\$aKim, Juyoung,$eauthor. =245 10$aDegradation Behavior of BaTiO3 Dielectrics for MLCCs by an Accelerated Life Test With Voltage and Temperature Stress Factors /$cJuyoung Kim, Seung-Hwan Lee, Jung-Rag Yoon, Chester J. Van Tyne, Ki-Yool Ohk, Heesoo Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aAn accelerated life test (ALT) was designed under voltage and temperature stresses using 1005 type multilayer ceramic capacitors (MLCCs) based Ni-BaTiO3, and failure analysis was also conducted to compare the individual stress. The inverse power and Arrhenius models were applied to the voltage and temperature accelerated tests, respectively, and times to failure (TTF) of MLCCs under individual stress were measured. The stress-life relation was plotted from obtained life data, and characteristic life (B63.5) was calculated at the same condition of 130°C and 3 times rated voltage. B63.5 under the voltage stress was 15.91 min and that of the temperature stress was 17.23 min. It was determined that the voltage stress had more influence on the degradation of insulation resistance for MLCCs. As a result of an analysis of the chemical bonding state from the dielectric ceramic and inner electrodes, according to increase in the stresses, the binding energy of Ti 2p3/2 and Ni 2p3/2 peak changed, which generated oxygen vacancies. These oxygen vacancies accelerated the degradation under the high-voltage stress, caused the reduction of the BaTiO3 ceramic and oxidation of the Ni electrode, and consequently decreased the insulation resistance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOxygen vacancy. =650 \0$aVoltage stress. =650 \0$aTemperature stress. =650 \0$aAccelerated life test. =650 \0$aInsulation resistance. =650 \0$aAccelerated life testing. =650 \0$aReliability (Engineering) =650 14$aBaTiO3 dielectrics. =650 24$aAccelerated life test. =650 24$aVoltage stress. =650 24$aTemperature stress. =650 24$aOxygen vacancy. =650 24$aInsulation resistance. =700 1\$aLee, Seung-Hwan,$eauthor. =700 1\$aYoon, Jung-Rag,$eauthor. =700 1\$aVan Tyne, Chester J.,$eauthor. =700 1\$aOhk, Ki-Yool,$eauthor. =700 1\$aLee, Heesoo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140522.htm =LDR 03486nab a2200529 i 4500 =001 JTE20140332 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140332$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140332$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK6680.5 =082 04$a621.38833$223 =100 1\$aJoshi, Jay M.,$eauthor. =245 10$aHighly Secure and Fast Video Encryption Using Minimum Overhead in H.264/AVC Bitstream /$cJay M. Joshi, Upena D. Dalal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aThis paper primarily focuses on the encryption method used to design a selective video encryption scheme to meet following objectives. Encryption and decryption are able to secure in bits-level cryptographic security (after encryption), as well as in the pixel-level visual content security (after decoding for unauthorized user) to meet with sensitive video applications with minimum encryption overhead. It provides perceptual encryption with total scrambling of visual content. Besides, it also makes provision for randomness, not only in spatial but also in the temporal domain. It is presumed that an overall encryption and decryption scheme is quick enough to meet real-time applications. There is no change in the quality of video for genuine users. However, these objectives have been achieved in our proposed algorithm in expense of slight changes in compression bandwidth. The proposed algorithm encrypts residue data and motion vectors after entropy encoding to scramble spatial and temporal resolution. Encryption of motion vectors is based on Expo-Golomb entropy coding in inter-coded macroblock and DC value of residues is encrypted based on context-adaptive variable-length coding (CAVLC) in intra-coded macroblock. In addition, encryption is carried out using an advanced encryption system (AES) in a counter mode stream cipher. The paper deals with security analysis of a proposed scheme in terms of cryptography, as well as perception security. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aVideo security. =650 \0$aAdvance video coding. =650 \0$aSelective encryption. =650 \0$aCoding theory. =650 \0$aDigital video$vStandards. =650 \0$aVideo compression. =650 14$aAES algorithm. =650 24$aAdvance video coding. =650 24$aCAVLC. =650 24$aSelective encryption. =650 24$aVideo security. =700 1\$aDalal, Upena D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140332.htm =LDR 03622nab a2200577 i 4500 =001 JTE20140474 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140474$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140474$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR859.7.A78 =082 04$a610.28$223 =100 1\$aVijayakumar, M.,$eauthor. =245 10$aPerformance Evaluation of UPQC for Interconnecting Photovoltaic Systems to the Electric Grid /$cM. Vijayakumar, M. Ramasamy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b37 =520 3\$aThis paper proposes the efficient operation of a unified power-quality conditioner (UPQC) for interconnecting the photovoltaic (PV) systems to the utility grid. An extended reference signal generation scheme is proposed based on a modified version of the p-q theory using a high selectivity filter (HSF) and power angle control method. The proposed topology provides PV power generation, as well as the function of the UPQC. The shunt active power filter (SAPF) is used to extract the power from the PV power-generating system along with compensating the current harmonics and reactive power. The series active power filter (APF) in the UPQC is used for supplying a part of reactive power required by the load, along with the compensation of the voltage sag/swell, voltage unbalance, and voltage harmonics. This is achieved by controlling the phase angle and magnitude of series injected voltage called the power angle control method. The proposed topology utilizes the renewable energy source with an energy storage unit to meet the dc-link voltage requirement of the shunt and series APF of the UPQC. The shunt inverter control scheme is based on the use of HSF for reference-current generations. In addition, the fuzzy-logic controller is implemented for better current control accuracy of the shunt active filter. The simulation and experimental studies are carried out to validate the effectiveness of the proposed PV-based three-phase, four-wire UPQC. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHarmonics. =650 \0$aDc-dc converter. =650 \0$aVoltage sag/swell. =650 \0$aFuzzy-logic control. =650 \0$aPower angle control. =650 \0$aPhotovoltaic systems. =650 \0$aBiomedical Engineering. =650 \0$aExpert Systems. =650 \0$aFuzzy Logic. =650 14$aDc-dc converter. =650 24$aPower angle control. =650 24$aHarmonics. =650 24$aFuzzy-logic control. =650 24$aPhotovoltaic systems. =650 24$aVoltage sag/swell. =700 1\$aRamasamy, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140474.htm =LDR 03465nab a2200565 i 4500 =001 JTE20130331 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130331$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130331$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a668.9$223 =100 1\$aCesar dos Santos, Júlio,$eauthor. =245 10$aThermoset Polymer Reinforced With Silica Micro and Nanoparticles /$cJúlio Cesar dos Santos, Túlio Hallak Panzera, André Luiz Christoforo, Kayo de Oliveira Vieira, Marco Antonio Schiavon, Francisco Antonio Rocco Lahr. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aFiber-reinforced composites (FRCs) have been used to replace conventional materials in a wide range of applications in transportation and civil engineering. The dispersion of nanoparticles and microparticles into epoxy matrix phase has been widely investigated to enhance the mechanical properties of hybrid FRCs. The nanoparticles generate large attractive forces among themselves, providing a significant tendency to agglomerate. A chemical treatment based on diallyldimethylammonium chloride (PDDA) was evaluated to disperse the silica nanoparticles within the epoxy polymer. A microstructural analysis was conducted to better assess the results. Experimental analysis was carried out based on the analysis of variance (ANOVA) and Tuckey test in order to verify the effect of PDDA treatment, silica particle size (micro and nano), and silica particle inclusion (1, 2, and 3.5 wt.%) on the mechanical properties of epoxy polymer commonly used as matrix phase in FRCs. The PDDA treatment was able to disperse the silica nanoparticles. The incorporation of 1 wt. % of silica micro or 1 and 2 wt. % of nanoparticles slightly improved the tensile strength and modulus of the epoxy polymer. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNano-silica. =650 \0$aMicro-silica. =650 \0$aEpoxy polymer. =650 \0$aPolymeric composites. =650 \0$aFiber reinforced plastics. =650 \0$aPolymer. =650 14$aNano-silica. =650 24$aMicro-silica. =650 24$aEpoxy polymer. =650 24$aPDDA. =700 1\$aHallak Panzera, Túlio,$eauthor. =700 1\$aLuiz Christoforo, André,$eauthor. =700 1\$ade Oliveira Vieira, Kayo,$eauthor. =700 1\$aAntonio Schiavon, Marco,$eauthor. =700 1\$aAntonio Rocco Lahr, Francisco,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130331.htm =LDR 04178nab a2200589 i 4500 =001 JTE20140318 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140318$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140318$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.732$223 =100 1\$aLee, Jusang,$eauthor. =245 10$aEffect of Electrical Surface Charge on Seal Coat Curing and Aggregate Loss Performance /$cJusang Lee, Hyungjun Ahn. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThis study presents quantifications of the electrical interactions between aggregates and emulsions using zeta potentials and evaluates the interaction influence on seal coat curing and aggregate loss performances. Three emulsions and seven aggregates consisting of CRS-2P, RS-2P, and AE-90S for emulsions and Trap Rock, Sandstone, Blast Furnace Slag, Steel Slag, Limestone, Dolomite, and Crushed Gravel were used for the zeta potential for electrostatic interaction, the water content test for the curing performance, and the sweep test for aggregate loss performance. All aggregates and emulsions showed positive zeta potentials at a low pH and negative zeta potentials at high pH with the exception of Blast Furnace Slag, which exhibited negative zeta potential values regardless of pH levels. This observation confirms that the zeta potential sensitively varies with the pH of solution. Conclusively, the electrical surface charge of an aggregate in emulsions varies with the type of emulsion. CRS-2P presented the fastest water evaporation among the three emulsions, which confirms that cationic emulsions show fast curing due to a negatively charged existing pavement surface, in general, like a felt disk used in this study. Another observation made from the water content test is that Limestone aggregate can slow down the water evaporation rate in CRS-2P. RS-2P and AE-90S show similar retardations, but they are statistically insignificant. It should be noted that there was no electrostatic attraction among the emulsions and Limestone based on the zeta potential test results. However, the electrostatic interaction between CRS-2P and Limestone has the smallest repulsion among Limestone with the emulsions. This study also showed that the electrostatic interaction and aggregate loss performance had a poor correlation (R2 = 0.3212), which may lead to a conclusion that repulsion and attraction between emulsion particle and aggregate particle does not significantly affect the aggregate loss performance of seal coat. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aChip seal. =650 \0$aSeal coat. =650 \0$aSweep test. =650 \0$aPerformance. =650 \0$aZeta potential. =650 \0$aElectrical surface charge. =650 \0$aPavements$xPerformance. =650 \0$aRoad materials. =650 \0$aAggregate gradation. =650 \0$aAsphalt mixtures. =650 14$aSeal coat. =650 24$aChip seal. =650 24$aElectrical surface charge. =650 24$aZeta potential. =650 24$aSweep test. =650 24$aPerformance. =700 1\$aAhn, Hyungjun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140318.htm =LDR 03698nab a2200601 i 4500 =001 JTE20140367 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140367$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140367$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.16$223 =100 1\$aYeo, Chang-Dong,$eauthor. =245 10$aEvaluation of Thermomechanical Damage of a Slipper and Rail in a Rocket Sled System /$cChang-Dong Yeo, Anthony Palazotto, Jingan Song, Rodolfo Buentello. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aDuring the rocket sled test, slippers and rail experience high-speed sliding contact causing critical damage on the surfaces. Because of the significant temperature rise on the contacting surfaces, its fracture mechanism relies on the temperature-dependent material properties. In this study, the thermomechanical damage of the slipper and the rail is systematically investigated through 3D finite-element analysis (FEA) model and simulations. The sliding velocity consisted of 20 m/s, 200 m/s, and 1500 m/s, whereas the vertical velocity (bouncing speed of the slippers) was assumed to be 1.1 m/s. The unique method of including the aerodynamic bounce by allowing the rail to move vertically is quite different from other models explored by collaborating authors. The process of material thermal softening by adiabatic and frictional heat generation is applied to the modeling. From the simulation results, it is found that the damage process and pattern of the slipper and the rail asperity is very dependent upon the sliding velocity and the slipper temperature. For the sliding velocity of 20 m/s, the damage rate of the slipper gradually increases with the elapsed contact time, where the slipper surface produces a plowing type of damage pattern (continuous scratch). However, when the sliding velocity increases beyond 200 m/s, the slipper surface starts showing a gouging type of damage pattern along with a chopping material removal in the rail asperity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGouging. =650 \0$aPlowing. =650 \0$aHyper-speed. =650 \0$aAdiabatic heat. =650 \0$aFrictional heat. =650 \0$aSliding contact. =650 \0$aThermal softening. =650 \0$aMetals$vMechanical properties. =650 14$aSliding contact. =650 24$aFrictional heat. =650 24$aAdiabatic heat. =650 24$aGouging. =650 24$aPlowing. =650 24$aThermal softening. =650 24$aHyper-speed. =700 1\$aPalazotto, Anthony,$eauthor. =700 1\$aSong, Jingan,$eauthor. =700 1\$aBuentello, Rodolfo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140367.htm =LDR 02430nab a2200481 i 4500 =001 JTE20140445 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140445$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140445$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.16$223 =100 1\$aSrikant, R. R.,$eauthor. =245 10$aMeasurement of Properties of Cutting Fluids With CAPB (Vegetable Based Emulsifier) /$cR. R. Srikant, V. S. N. Venkata Ramana. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aCutting fluids have been used in machining for over two centuries. However, different environmental issues associated with them have limited their application. Although vegetable based cutting fluids are formulated, vegetable based emulsifier is not found in the literature. In the present work, cutting fluids containing both vegetable based emulsifier and vegetable oil were formulated and different properties of the formulated fluids were measured as per ASTM standards to estimate the applicability of the fluids in machining. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aProperties. =650 \0$aCutting fluids. =650 \0$aVegetable emulsifier. =650 \0$aMetals$xMechanical properties. =650 14$aCutting fluids. =650 24$aVegetable emulsifier. =650 24$aProperties. =700 1\$aVenkata Ramana, V. S. N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140445.htm =LDR 03348nab a2200541 i 4500 =001 JTE20130306 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130306$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130306$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8$223 =100 1\$aSheikhmotevali, Amir Hossein,$eauthor. =245 10$aRanking of EVA Modified Bitumens Based on AASHTO M320 Performance Related Parameters /$cAmir Hossein Sheikhmotevali, Mahmoud Ameri. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aThe AASHTO M320-10 bitumen specifications, and the measurements upon which they are based, are designed to provide performance-related properties that can be related in a rational manner to pavement performance. Some reports suggest that the AASHTO M320 specifications are well-suited for dealing with unmodified bitumens. However, a number of studies question the validity of the AASHTO M320 specifications for modified systems. This paper investigates the use and suitability of AASHTO M320 bitumen parameters for ranking of plastomeric polymer modified bitumens. Two methods were used for the ranking of a series of ethylene vinyl acetate (EVA) polymer modified bitumens (PMBs) in terms of the three main distress modes associated with flexible pavements of low temperature cracking, permanent deformation (rutting), and fatigue damage. AASHTO M320 bitumen parameters, practical mechanical asphalt mixture properties were used for ranking of EVA PMBs then the rankings were compared. Results show that AASHTO M320 bitumen parameters are valid for EVA PMBs only at low polymer contents. It is an important conclusion because the high cost of polymers makes the commercial use of modified bitumens only attractive for road construction if the amount of polymer is relatively small. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aEthylene vinyl acetate. =650 \0$aLow temperature cracking. =650 \0$aPavements$xTesting. =650 \0$aProfilometer. =650 \0$aSurface course (Pavements) =650 \0$aRutting. =650 14$aEthylene vinyl acetate. =650 24$aAASHTO M320. =650 24$aFatigue. =650 24$aRutting. =650 24$aLow temperature cracking. =700 1\$aAmeri, Mahmoud,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130306.htm =LDR 02757nab a2200565 i 4500 =001 JTE20140290 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140290$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140290$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS156.8 =082 04$a658.5/62$223 =100 1\$aAslam, Muhammad,$eauthor. =245 10$aX-Bar Control Charts for Non-Normal Correlated Data Under Repetitive Sampling /$cMuhammad Aslam, Nasrullah Khan, Muhammad Azam. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aA control chart for non-normal correlated data under repetitive sampling is presented in this manuscript. A Burr distribution is employed to model the non-normal distribution. The proposed control chart is based on two sets of control limits whose coefficients are determined by considering the in-control average run length. The tables of the out-of-control average lengths for various shifts, sample size, and correlations are presented in the paper. The proposed control chart is found to be more efficient than the existing control chart based on single sampling in detection of small process shifts. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCorrelation. =650 \0$aControl limits. =650 \0$aQuality control. =650 \0$aBurr distribution. =650 \0$aAverage run length. =650 \0$aProcess control. =650 \0$aSix sigma (Quality control standard) =650 \0$aCorrelation (Statistics) =650 14$aQuality control. =650 24$aBurr distribution. =650 24$aCorrelation. =650 24$aControl limits. =650 24$aAverage run length. =700 1\$aKhan, Nasrullah,$eauthor. =700 1\$aAzam, Muhammad,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140290.htm =LDR 03141nab a2200601 i 4500 =001 JTE20140439 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140439$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140439$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.16$223 =100 1\$aNarita, Fumio,$eauthor. =245 10$aThree-Point Bending Fracture Behavior of Cracked Giant Magnetostrictive Materials Under Magnetic Fields /$cFumio Narita, Koji Shikanai, Yasuhide Shindo, Kotaro Mori. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThis paper numerically and experimentally investigated the three-point bending fracture behavior of cracked giant magnetostrictive materials under magnetic fields. Three-point bending fracture tests were carried out using the single-edge precracked-beam (SEPB) specimens, and the fracture loads were measured under magnetic fields. The crack was created normal to the direction of easy magnetization. Plane strain finite element analysis (FEA) was also performed, and the effect of magnetic fields on the energy release rate and on the apparent fracture toughness (critical energy release rate obtained using the fracture load) was discussed in detail. To the author's knowledge, this work is the first attempt to study the effect of magnetic fields on the fracture behavior of giant magnetostrictive materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMesomechanics. =650 \0$aMagnetic field. =650 \0$aMaterial testing. =650 \0$aFracture toughness. =650 \0$aEnergy release rate. =650 \0$aFinite element method. =650 \0$aMetals$vMechanical properties. =650 14$aMesomechanics. =650 24$aFinite element method. =650 24$aMaterial testing. =650 24$aGiant magnetostrictive materials. =650 24$aEnergy release rate. =650 24$aFracture toughness. =650 24$aMagnetic field. =650 24$aSmart materials and structures. =700 1\$aShikanai, Koji,$eauthor. =700 1\$aShindo, Yasuhide,$eauthor. =700 1\$aMori, Kotaro,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140439.htm =LDR 03697nab a2200529 i 4500 =001 JTE20140096 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140096$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140096$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1/7765$223 =100 1\$aLiu, Wenhua,$eauthor. =245 10$aEffect of Drying and Wetting on the Shear Strength of a Low-Plasticity Clay With Different Initial Dry Densities /$cWenhua Liu, Qing Yang, Xiaowei Tang, Gang Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aSoils near the ground surface are naturally subjected to drying and wetting cycles because of climatic changes. The shear strength variations of soils induced by drying and wetting affect the stability of the geotechnical structures. The general objective of this study is to assess the effect of drying and wetting on the shear strength of a low-plasticity clay, classified as CL according to the Unified Soil Classification System, from Dalian, China. A series of consolidated undrained triaxial tests were conducted on the specimens with three different initial dry densities of 1.61, 1.71, and 1.76 Mg/m3. These tests were conducted under the saturated condition after the specimens were subjected to different numbers of drying and wetting cycles. The results indicate that drying and wetting have different impacts on the mechanical behaviors of soils with different initial dry densities. For the specimens with the initial dry density of 1.61 Mg/m3, the internal friction angle increased, whereas the residual strength and cohesion decreased after cyclic drying and wetting. The stress-strain relationships altered from strain hardening to strain softening. As for the specimens with the initial dry density of 1.71 and 1.76 Mg/m3, the internal friction angle, residual strength, and cohesion all decreased after cyclic drying and wetting. Based on the experimental results, it is concluded that the variations of the shear strengths can be attributed to the irreversible volume compression and the variation of dilatancy. The overall influence of drying and wetting on the mechanical behaviors depends on the initial state of soils. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDry density. =650 \0$aDrying/wetting. =650 \0$aShear strength. =650 \0$aLow-plasticity clay. =650 \0$aShear (Mechanics) =650 14$aDrying/wetting. =650 24$aShear strength. =650 24$aLow-plasticity clay. =650 24$aDry density. =700 1\$aYang, Qing,$eauthor. =700 1\$aTang, Xiaowei,$eauthor. =700 1\$aYang, Gang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140096.htm =LDR 02964nab a2200541 i 4500 =001 JTE20140331 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140331$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140331$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aKim, Young Kyu,$eauthor. =245 10$aBond-Fatigue Behavior of Bonded Concrete Overlay /$cYoung Kyu Kim, Seung Woo Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aBonded concrete overlays have a structural advantage over unbonded concrete overlays when the overlay and the existing pavement layer behave as a monolithic layer. Therefore, it is important to ensure suitable bond strength between the two layers. Many studies have specified the bond-strength criteria for the construction of bonded concrete overlays based on a monotonic load as pull off test. However, cyclic stress at the interface of bonded concrete overlay layer occurs by the repetition of traffic loading and environmental loading caused by daily temperature changes. In this study, a strategic test procedure is developed to investigate potential bond failures caused by cyclic loading, and a bond-fatigue equation for a bonded concrete overlay was suggested. The test results indicate that early distress in bonded concrete overlay may arise because of a bond failure if the bond stress at the interface exceeds 90 % of the bond strength. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBond stress. =650 \0$aCyclic loads. =650 \0$aBond-fatigue behavior. =650 \0$aIndirect tensile test. =650 \0$aBonded concrete overlay. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 14$aBonded concrete overlay. =650 24$aBond stress. =650 24$aBond-fatigue behavior. =650 24$aIndirect tensile test. =650 24$aCyclic loads. =700 1\$aLee, Seung Woo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140331.htm =LDR 02873nab a2200589 i 4500 =001 JTE20140284 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140284$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140284$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT174.7 =082 04$a620$223 =100 1\$aOlvera-Tapia, Omar,$eauthor. =245 10$aEffect of Bushing Miniaturization on the Static Friction Coefficient /$cOmar Olvera-Tapia, Ernst Kussul, José M. Rodríguez-Lelis, Tatiana Baidyk, José Sanchez. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b38 =520 3\$aAs machines become smaller, friction plays an increasingly important role in their performance. Although friction is a well-studied phenomenon, few studies have been performed on bushings and shafts with loads of a few tens of mN and dimensions of a few mm. In this work, the static friction coefficient is investigated for a miniature steel shaft rotating in bronze SAE 40 bushings. A new approach is presented to measure the static friction coefficient of a miniature bushing. The coefficient was evaluated without lubrication. It shows a linear dependence at loads higher than 152 mN and a nonlinear dependence at loads smaller than 152 mN. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBushing. =650 \0$aLow loads. =650 \0$aMicro friction. =650 \0$aMicromechanics. =650 \0$aBiotechnology. =650 \0$aMolecular Biology. =650 \0$aMiniaturization. =650 14$aMicromechanics. =650 24$aMiniaturization. =650 24$aBushing. =650 24$aStatic friction coefficient. =650 24$aMicro friction. =650 24$aLow loads. =700 1\$aKussul, Ernst,$eauthor. =700 1\$aRodríguez-Lelis, José M.,$eauthor. =700 1\$aBaidyk, Tatiana,$eauthor. =700 1\$aSanchez, José,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140284.htm =LDR 03874nab a2200589 i 4500 =001 JTE20140532 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140532$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140532$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC176.8.M5 =082 04$a620.1/1892$223 =100 1\$aNasser, Ramadan A.,$eauthor. =245 10$aMeasurement of Some Strength Properties and the Chemical Compositions of Seven Hardwood Species Grown in Northwest Egypt /$cRamadan A. Nasser, Mohamed Z. M. Salem, Hamad A. Al-Mefarrej, Ibrahim M. Aref. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b49 =520 3\$aThe present study evaluated for the first time, some strength properties and the chemical compositions of seven hardwood species grown in Northeast Egypt, namely, Acacia saligna, Delonix regia, Erythrina humeana, Ficus elastica, Leucaena leucocephala, Melia azedarach, and Meryta sinclairii. The analysis of variance (ANOVA) results indicated that the effect of wood species on the mechanical properties and chemical compositions was significant (P < 0.01). The parameters used to describe the mechanical properties and chemical compositions of the wood of the seven species differed from one species to another. The cellulose contents of the studied species, except for L. leucocephala (43.2 %), M. azedarach (44.1 %), and M. sinclairii (44.0 %), were found to be lower than those of common hardwood species. The variations in MOR, MOE, Cmax, and tensile strength among the seven species were expected given the differences in wood density and chemical compositions. Except for E. humeana, the other hardwood species studied could be considered to have moderate hardness and are suitable for making floor parquets. Overall, based on the studied mechanical properties, the wood of M. azedarach and M. sinclairii showed good MOR, MOE, and Cmax values, whereas E. humeana wood had the lowest such values. In terms of mechanical properties, the seven hardwood species studied in the present investigation can thus be concluded to have the following order: M. azedarach > M. sinclairii > L. leucocephala > D. regia > F. elastica > A. saligna > E. humeana. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood density. =650 \0$aJanka hardness. =650 \0$aHardwood species. =650 \0$aStrength properties. =650 \0$aChemical composition. =650 \0$aMechanical properties. =650 \0$aMicromechanics. =650 \0$aSolid state physics. =650 14$aMechanical properties. =650 24$aChemical composition. =650 24$aHardwood species. =650 24$aJanka hardness. =650 24$aStrength properties. =650 24$aWood density. =700 1\$aSalem, Mohamed Z. M.,$eauthor. =700 1\$aAl-Mefarrej, Hamad A.,$eauthor. =700 1\$aAref, Ibrahim M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140532.htm =LDR 03328nab a2200505 i 4500 =001 JTE20130241 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130241$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130241$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aHong, Feng,$eauthor. =245 10$aEvaluation of Asphalt Overlay Permanent Deformation Based on Ground-Penetrating Radar Technology /$cFeng Hong, Darhao Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aPermanent deformation in materials can lead to rutting on an asphalt pavement. Rutting poses potential hazard to vehicles running on the pavement because of hydroplaning during wet weather conditions. To mitigate or remedy rutting, it is of critical importance to identify the sources and causes of the permanent deformation. Traditional methods mainly rely on cutting a trench to approach this issue. Despite the accuracy, it is labor intensive and time consuming, not to mention having a destructive characteristic. To improve on these, this study discusses the feasibility of potential use of a non-destructive technology with ground-penetrating radar (GPR). GPR is used to estimate the permanent deformation in an asphalt overlay on top of an existing concrete pavement. The GPR antenna mounted on a moving vehicle could detect pavement layer thickness at a fast speed. It also provides full coverage on the pavement along the driving direction. The permanent deformation is estimated by comparing the layer thicknesses between the right wheel path and lane center. In particular, the results could reveal the permanent deformation involving the following three critical aspects: (1) in which layer(s) the permanent deformation occurs; (2) where the permanent deformation is located along the driving direction; and (3) how significant the permanent deformation is. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRutting. =650 \0$aAsphalt overlay. =650 \0$aPavement evaluation. =650 \0$aNon-destructive testing. =650 \0$aPavements, Asphalt concrete. =650 14$aPavement evaluation. =650 24$aAsphalt overlay. =650 24$aRutting. =650 24$aNon-destructive testing. =700 1\$aChen, Darhao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130241.htm =LDR 03515nab a2200553 i 4500 =001 JTE20140241 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140241$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140241$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK1001 =082 04$a621.319/1/0151$223 =100 1\$aYuvaraju, M.,$eauthor. =245 10$aReduction of Higher-Order Linear Time-Invariant SISO Continuous Systems to Its Lower-Order Model Employing an Improved Water Swirl Algorithm /$cM. Yuvaraju, N. Devarajan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aThis paper proposes a new version of the water swirl algorithm (WSA), namely, improved water swirl algorithm for lower-order model formulation of single-input-single-output (SISO) continuous systems. The WSA is a swarm-based optimization technique that mimics the way by which water finds a drain in a sink. It observes the flowing and searching behavior of water for drains and proposes suitable strength update equations to locate the optimum solution iteratively from the initial randomly generated search space. The strength of a water particle is governed by three components, namely, inertia, a cognitive component, and a social component. In the proposed improved WSA, the cognitive component of a water particle is split into a good-experience component and worst-experience component. Because of the inclusion of the worst-experience component, the particle can bypass the previously visited worst position and try to occupy the best position. A weighted average method is proposed in this paper to reduce the higher-order model formulation to lower-order form. The result shows good performance of the improved WSA in solving SISO continuous system problems, as compared to other existing techniques. The proposed method is illustrated through numerical examples from the literature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSwarm optimization. =650 \0$aLinear time invariant. =650 \0$aWater swirl algorithm. =650 \0$aSISO continuous system. =650 \0$aWeighted average method. =650 \0$aLinear time invariant systems. =650 \0$aElectric Power Systems. =650 14$aWater swirl algorithm. =650 24$aWeighted average method. =650 24$aLinear time invariant. =650 24$aSISO continuous system. =650 24$aSwarm optimization. =650 24$aLower-order model formulation. =700 1\$aDevarajan, N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140241.htm =LDR 02611nab a2200517 i 4500 =001 JTE20140347 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140347$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140347$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.S5 =082 04$a624.1/7762$223 =100 1\$aMokhtarnia, B.,$eauthor. =245 10$aDevelopment of a New Device for Bending Fatigue Testing /$cB. Mokhtarnia, M. Layeghi, S. H. Rasouli, B. Soltangheis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThis paper presented an original bending fatigue-testing setup for fatigue characterization of composite materials. A three point quasi-static setup was introduced that was capable of applying stress control load in different loading waveforms, frequencies, and stress ratios. This setup was equipped with computerized measuring instruments to evaluate fatigue damage mechanisms. A detailed description of its different parts and working features was given and dynamic analysis was done to verify functional accuracy of the device. Feasibility was validated successfully by conducting experimental fatigue tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aComposites. =650 \0$aBending fatigue. =650 \0$aBending. =650 \0$aShells (Engineering) =650 14$aBending fatigue. =650 24$aQuasi-static testing setup. =650 24$aExperimental fatigue testing. =650 24$aComposites. =700 1\$aLayeghi, M.,$eauthor. =700 1\$aRasouli, S. H.,$eauthor. =700 1\$aSoltangheis, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140347.htm =LDR 03158nab a2200517 i 4500 =001 JTE20140354 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140354$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140354$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA13 =082 04$a510/.71/273$223 =100 1\$aLiao, Mao-Sheng,$eauthor. =245 10$aKey Criteria for Evaluating the Green Performance of Ports /$cMao-Sheng Liao, Ji-Feng Ding, Gin-Shuh Liang, Kuo-Liang Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b48 =520 3\$aThe main purpose of this paper was to apply the analytic hierarchy process (AHP) method to evaluate the key criteria of green performance of ports in Taiwan. After first constructing a hierarchical framework with 3 dimensions and 12 evaluation criteria based on the literature and views of scholars and industry experts, the AHP method was used to evaluate the key criteria based on the results of the AHP questionnaire. The results show that: (1) "hardware equipment" is the most important dimension when evaluating green performance of ports in Taiwan; (2) in order of importance, the top 6 key criteria for determining the green performance of ports were "low-pollution equipment," "environmental quality monitoring facilities," "port operating efficiency," "environmental pollution emergency treatment capacity," "efficiency of infrastructure linking to port" and "degree of carrier cooperation with the green port." Furthermore, the study's results could provide a reference for evaluating green port competence for port operators in the future, as well as guidance to implementing a green port policy for port authority. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGreen port. =650 \0$aEnvironmental performance. =650 \0$aEvaluation criteria. =650 \0$aMathematics achievement. =650 14$aEvaluation criteria. =650 24$aGreen port. =650 24$aEnvironmental performance. =650 24$aAnalytic hierarchy process. =700 1\$aDing, Ji-Feng,$eauthor. =700 1\$aLiang, Gin-Shuh,$eauthor. =700 1\$aLee, Kuo-Liang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140354.htm =LDR 04535nab a2200637 i 4500 =001 JTE20140340 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140340$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140340$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA465 =082 04$a620.1/76$223 =100 1\$aSamal, M. K.,$eauthor. =245 10$aStudy of the Effects of Various Geometrical and Loading Parameters on the Fracture Resistance Behaviour of a Reactor-Grade Pressure Vessel Steel in the Upper Shelf as Well as DBTT Regime /$cM. K. Samal, M. Seidenfuss. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aUnlike mechanical properties, the fracture resistance behaviour of ductile materials depends upon the state of stress existing ahead of the growing crack-tip. For ductile materials, the fracture resistance, expressed in terms of J-R curve, goes on changing with crack growth. The J-R curves are influenced by the specimen geometry, size, crack-depth, and loading and boundary conditions, etc. Another complicacy arises in the ductile-to-brittle transition temperature regime, where the fracture toughness exhibits considerable scatter and dependency upon temperature. For structural integrity analysis of safety-critical components, fracture resistance data are required in the upper-shelf as well as in the transition regime in order to account for the design-basis postulated accidental loading conditions. It may not always be possible to carry out fracture tests on real-life components due to several limitations, including those of irradiation environment apart from the prohibitive cost and time required for the tests. Finite element (FE) analysis of the components with postulated cracks and loading conditions offer an impressive alternative to safety-analysts. In this work, experiments were conducted on two different types of fracture mechanics specimens not only in the upper-shelf but also in the transition regime. The effect of crack-depth on the fracture behaviour was studied using shallow-cracked and deep-cracked specimens. The size effect was studied using specimens with different thickness values. The effect of specimen geometry and loading condition was studied using a compact-tension and a single-edged-notched-bend specimen. For the FE analysis, nonlocal Rousselier's damage model was used. We extensively studied the effects of several variables on the fracture toughness of a ferritic pressure vessel steel, which have not received much attention in the literature. Extensive experiments were conducted to verify the numerical simulation results of nonlocal damage models. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGeometry. =650 \0$aJ-R curve. =650 \0$aDuctile fracture. =650 \0$aFracture resistance. =650 \0$aNonlocal damage model. =650 \0$aEffect of specimen size. =650 \0$aFinite element simulation. =650 \0$aTECHNOLOGY & ENGINEERING$xMaterial Science. =650 \0$aSteel$xFracture. =650 \0$aSteel$xHeat treatment. =650 \0$aFinite element method. =650 14$aNonlocal damage model. =650 24$aRousselier's constitutive formulation. =650 24$aDuctile fracture. =650 24$aFinite element simulation. =650 24$aFracture resistance. =650 24$aJ-R curve. =650 24$aEffect of specimen size. =650 24$aGeometry. =650 24$aCrack-depth and loading condition on fracture toughness. =700 1\$aSeidenfuss, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140340.htm =LDR 03513nab a2200565 i 4500 =001 JTE20140273 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140273$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140273$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP1180.S7 =082 04$a668.4/233$223 =100 1\$aPadade, Amit Harihar,$eauthor. =245 10$aExpanded Polystyrene Geofoam Based Cellular Reinforcement /$cAmit Harihar Padade, Jnanendranath Mandal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b40 =520 3\$aThis paper reports the effectiveness of proposed expanded polystyrene (EPS) geofoam cellular reinforcement with fly ash as filling material overlying a soft clay bed through small-scale laboratory model tests. The test beds were subjected to uniformly distributed load by means of a rigid steel plate. Loads with corresponding settlement were measured during the testing. EPS geofoam cellular reinforcement of densities 15, 20, 22, and 30 kg/m3 were prepared in the form of a mattress with three different heights of 50, 75, and 100 mm. The effects of density of EPS geofoam, height of cellular reinforcement, and the planar jute geotextile layer at the base of cellular reinforcement were tested through a series of tests to systematically study the overall performance of the system in terms of load carrying capacity and settlement behavior. Test results indicated that the provision of EPS geofoam cellular reinforcement in fly ash bed significantly improved load carrying capacity above the clay bed. The load carrying capacity decreased with increasing density of EPS geofoam and increased with increase in height of cellular reinforcement. A layer of jute geotextile placed at the base of cellular reinforcement further enhanced load carrying capacity for less height of cellular reinforcement. However, the effect of planer reinforcement was decreased with the increase in height of cellular reinforcement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFly ash. =650 \0$aSoft clay. =650 \0$aJute geotextile. =650 \0$aCellular reinforcement. =650 \0$aLoad carrying capacity. =650 \0$aFlyash. =650 \0$aPolystyrene. =650 \0$aGeofoam. =650 14$aExpanded polystyrene geofoam. =650 24$aCellular reinforcement. =650 24$aSoft clay. =650 24$aFly ash. =650 24$aJute geotextile. =650 24$aLoad carrying capacity. =700 1\$aMandal, Jnanendranath,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140273.htm =LDR 03187nab a2200529 i 4500 =001 JTE20140364 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140364$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140364$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aJamshidi, Ali,$eauthor. =245 12$aA Proposal to Characterize the Angular Speed and Acceleration of the Torsional Recovery of a Polymer-Modified Asphalt Binder Incorporating Synthetic Wax /$cAli Jamshidi, Meor Othman Hamzah, Mehdi Hosseinpour. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b35 =520 3\$aThe objective of this study is to propose a simple methodology based on the Newtonian mechanics or classic kinematic laws for the characterization of the average torsional recovery speed (?) and the torsional recovery acceleration (?) of a polymer-modified asphalt binder incorporating a type of synthetic wax as a warm mix additive. The correlation of the rheological properties of the modified binder in terms of the torsional recovery (TR), along with the engineering properties of prepared warm mixture asphalt in terms of resilient modulus (MR) and indirect tensile strength (ITS), were evaluated. The results indicated that TR, ?, and ? of the asphalt binders increase as the synthetic wax content increases. The results also indicated that TR, ?, and ? have strong correlations with rutting factor (G*/sin ?), non-recoverable creep compliance (Jnr), and recovery percentage (R) of the asphalt. Moreover, there is a significant relationship between the parameters of TR, ?, and ? and the engineering properties of the mixture samples, irrespective of the construction temperatures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRheology. =650 \0$aTorsional recovery. =650 \0$aWarm mixture asphalt. =650 \0$aSulfur. =650 \0$aSulfur asphalt. =650 \0$aAsphalt cement. =650 \0$aBinder content. =650 14$aWarm mixture asphalt. =650 24$aTorsional recovery. =650 24$aRheology. =700 1\$aHamzah, Meor Othman,$eauthor. =700 1\$aHosseinpour, Mehdi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140364.htm =LDR 02782nab a2200529 i 4500 =001 JTE20140244 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140244$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140244$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT50 =082 04$a620.0044$223 =100 1\$aWang, Kuo-Hsiung,$eauthor. =245 10$aOptimization Analysis of the G/G/R Machine Repair Problem With Balking and Reneging /$cKuo-Hsiung Wang, Cheng-Dar Liou, Tseng-Chang Yen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThe G/G/R machine repair problem with balking and reneging via the diffusion approximation approach is investigated. Failed machines balk (do not enter) with a constant probability and renege (leave the queue after entering) according to a general distribution. Failure and repair times of the machines are also generally distributed. The approximate probability density functions of the number of failed machines in the system are developed using diffusion approximation approach. The Newton method and the direct search method are used, respectively, to determine the optimum number of repairmen as well as the optimum value of service rate, to maximize the profit function. Sensitivity analysis with numerical illustration is also provided. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aReneging. =650 \0$aNewton method. =650 \0$aMaterials Testing. =650 \0$aLCSH: Materials Testing. =650 \0$aBalking. =650 14$aBalking. =650 24$aReneging. =650 24$aDiffusion approximation approach. =650 24$aG/G/R machine repair problem. =650 24$aNewton method. =700 1\$aLiou, Cheng-Dar,$eauthor. =700 1\$aYen, Tseng-Chang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140244.htm =LDR 03047nab a2200553 i 4500 =001 JTE12460J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12460J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12460J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a621.48/35$223 =100 1\$aManoharan, M.,$eauthor. =245 12$aA Suggested Procedure for Combined Mode I - Mode III Fracture Toughness Testing /$cM. Manoharan, JP. Hirth, AR. Rosenfield. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aMode I fracture toughness testing is well developed and standards exist for determining both Mode I critical stress intensity factors and J integrals. However, combined Mode I - Mode III testing is not so well developed and no standards exist. The aim of this paper is to suggest a testing procedure for studying mixed-mode crack initiation and growth under linear-elastic and elastic-plastic conditions. Suitably defined formulations of the stress intensity factor denoted Kic and Jiiic were used to characterize linear elastic fracture. Under elastic-plastic conditions, suitable versions of the J integral denoted Jic and Jiiic were used to characterize crack initiation and the slopes of the resolved J resistance curves to characterize crack growth. Effects caused by surface rubbing which operate at high values of the Mode III/Mode I ratio are recognized as a complication in interpreting the data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture testing. =650 \0$aMixed-mode fracture. =650 \0$aCombined mode fracture. =650 \0$aMixed-mode crack growth. =650 \0$aFracture toughness. =650 \0$aNondestructive testing. =650 14$aFracture toughness. =650 24$aMixed-mode fracture. =650 24$aCombined mode fracture. =650 24$aFracture testing. =650 24$aMixed-mode crack growth. =650 24$aCombined mode crack growth. =700 1\$aHirth, JP.,$eauthor. =700 1\$aRosenfield, AR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12460J.htm =LDR 03029nab a2200625 i 4500 =001 JTE12459J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12459J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12459J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ901 =082 04$a621.473$223 =100 1\$aMeredith, SE.,$eauthor. =245 10$aEffect of Crystallographic Texture on Flexure Fatigue Properties of Ti-3Al-2.5V Hydraulic Tubing /$cSE. Meredith, JH. Schemel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aTi-3Al-2.5V alloy has long been known to have strong anisotropic mechanical properties due to its hexagonal crystal structure. Early workers discovered that tubing made from this alloy had enhanced fatigue resistance when crystals were oriented in a "radial" direction as opposed to the "tangential" direction. The focus of this current work was to test the impact of texture on flexure fatigue strength over a wide texture range and find if an optimum crystallographic texture existed for fatigue resistance. The results show that an optimum crystal orientation does indeed exist and that tubing with a texture either less radial or more radial displays lessened fatigue life. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAnisotropy. =650 \0$aFatigue testing. =650 \0$aTitanium alloys. =650 \0$aHydraulic tubing. =650 \0$aFatigue properties. =650 \0$aTexture strengthening. =650 \0$aContractile strain ratio. =650 \0$aCrystallographic texture. =650 \0$aHydraulic machinery$vHandbooks, manuals, etc. =650 \0$aHydraulicmachinery. =650 \0$aFlexure Fatigue Properties. =650 14$aAnisotropy. =650 24$aContractile strain ratio. =650 24$aCrystallographic texture. =650 24$aFatigue properties. =650 24$aFatigue testing. =650 24$aHydraulic tubing. =650 24$aTexture strengthening. =650 24$aTitanium alloys. =700 1\$aSchemel, JH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12459J.htm =LDR 02514nab a2200529 i 4500 =001 JTE12461J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12461J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12461J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC659 =082 04$a616.4/5$223 =100 1\$aLittle, RE.,$eauthor. =245 10$aOptimal Stress Amplitude Selection in Estimating Median Fatigue Limits Using Small Samples /$cRE. Little. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe minimum variance strategy for specimen allocation in estimating median fatigue limits using small sample sizes is explained. Its implementation using microcomputer programs to select automatically the most effective stress amplitude for testing the next specimen is discussed. Applications involving modified up-and-down tests and estimation of strength percentiles are presented. An appendix illustrates strategies effective in preliminary tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aUp-and-down tests. =650 \0$aMedian fatigue limits. =650 \0$aMinimum variance strategy. =650 \0$aFatigue. =650 \0$aStress(Physiology) =650 \0$aStress Amplitude Selection. =650 14$aMinimum variance strategy. =650 24$aOptimum allocation of specimens. =650 24$aMedian fatigue limits. =650 24$aUp-and-down tests. =650 24$aSmall sample up-and-down tests. =650 24$aStatistical analysis of fatigue data. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12461J.htm =LDR 02568nab a2200577 i 4500 =001 JTE12463J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12463J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12463J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL521 =082 04$a629.1$223 =100 1\$aWhite, MS.,$eauthor. =245 10$aHardness Gradients within Roll-Threaded Steel Nails /$cMS. White, TE. McLain, D. Padla, B. Kasal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aStandard methods of testing nails include measures of Rockwell hardness, using the C scale. Because of the relatively small cross-sectional area of nail shanks, Rockwell measurements are normally limited to one per nail cross section. Therefore Rockwell hardness tests cannot detect the presence of any hardness gradients within the nail cross section. Since hardness is a direct indicator of certain strength characteristics, such gradients could influence nail quality and hence the performance of nailed joints. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNails. =650 \0$aVickers. =650 \0$aRockwell. =650 \0$aGradients. =650 \0$aSteel ball bearings$xTesting. =650 \0$aSteel, Bearing$xFatigue. =650 \0$aHardness. =650 \0$aStrength of materials. =650 14$aHardness. =650 24$aNails. =650 24$aGradients. =650 24$aRockwell. =650 24$aVickers. =700 1\$aMcLain, TE.,$eauthor. =700 1\$aPadla, D.,$eauthor. =700 1\$aKasal, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12463J.htm =LDR 02901nab a2200577 i 4500 =001 JTE12464J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12464J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12464J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA174 =082 04$a006$223 =100 1\$aLau, PWC,$eauthor. =245 12$aA Computer-Aided Image System for Analyzing Cracks Created by Nailing in Wood /$cPWC Lau, Y. Tardif. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aInitial crack length is an important parameter in fracture mechanic studies. Driving a nail into wood causes cracks to form which are the bases for subsequent crack development as a result of loading or drying. This report describes a computer-aided image system with which the induced crack size and shape were characterized. Typical examples of measurements of cracks as affected by species, nail type, and initial wood moisture content are also presented. Comparisons between computer-generated images and a reference test pattern indicate that the method is accurate. Crack sizes and shapes were seen to be affected by all the parameters investigated. Crack propagation tends to be at its maximum near or at the nail-exit face but can occur anywhere within the crack profile. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture. =650 \0$aCrack shape. =650 \0$aCrack length. =650 \0$aImage analysis. =650 \0$aCrack propagation. =650 \0$aFracture mechanics. =650 \0$aMage processing$xDigital techniques. =650 \0$aComputer-aided design. =650 \0$aImage processing / Digital techniques. =650 14$aFracture. =650 24$aFracture mechanics. =650 24$aCrack propagation. =650 24$aCrack length. =650 24$aCrack shape. =650 24$aImage analysis. =700 1\$aTardif, Y.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12464J.htm =LDR 03148nab a2200577 i 4500 =001 JTE12458J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12458J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12458J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA1270.S6 =082 04$a541.3482$223 =100 1\$aMalaiyandi, M.,$eauthor. =245 10$aDevelopment of Analytical Methodology and a Report on Collaborative Study on the Determination of Morpholine, Cyclohexylamine, and Diethylaminoethanol in Aqueous Samples by Direct Aqueous Injection Gas Chromatography /$cM. Malaiyandi, MJ. Goddard. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b59 =520 3\$aA direct aqueous injection gas chromatographic procedure for the determination of morpholine, cyclohexylamine, and diethylaminoethanol has been developed. The method employs graphitized carbon B (60 to 80 mesh) coated with 4.8% polyethylene glycol 20 M + 0.4% potassium hydroxide and a flame ionization detection system. The detection limits (3 x signal-to-noise ratio) for morpholine, cyclohexylamine, and diethylaminoethanol were 55 ng, 52 ng, and 53 ng, respectively. Five spiked samples containing the three amines in concentrations ranging from 0.5 to 3.0 mg/mL after appropriate dilution have been analyzed by six laboratories. A duplicate of one concentration level has been separately spiked with 50 ppm of iron salts to study the influence of iron salts on the analytical technique. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMorpholine. =650 \0$aCyclohexylamine. =650 \0$aCollaborative study. =650 \0$aDiethylaminoethanol. =650 \0$aEnvironmental health. =650 \0$aOrganic solvents$xToxicology. =650 \0$aEthers$xToxicology. =650 \0$aMorpholines$xadverse effects. =650 14$aMorpholine. =650 24$aCyclohexylamine. =650 24$aDiethylaminoethanol. =650 24$aVapor phase corrosion inhibitors. =650 24$aDirect aqueous injection gas chromatography. =650 24$aCorrosion-preventing amines. =650 24$aCollaborative study. =700 1\$aGoddard, MJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12458J.htm =LDR 02086nab a2200529 i 4500 =001 JTE12465J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12465J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12465J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRD11 =082 04$a617.9$223 =100 1\$aSeligson, D.,$eauthor. =245 10$aHistorical Overview of Femoral Intramedullary Nailing /$cD. Seligson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThe use of intramedullary splints to stabilize fractures and non-unions is discussed. A brief history is given and recent developments are presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFemoral. =650 \0$aFractures. =650 \0$aIntramedullary nailing. =650 \0$aSplints (Surgery)$vHandbooks, manuals, etc. =650 \0$aSplints. =650 \0$aCasts, Surgical. =650 \0$aSplints (Surgery) =650 \0$aSurgical plaster casts. =650 14$aFemoral. =650 24$aIntramedullary nailing. =650 24$aSplints. =650 24$aFractures. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12465J.htm =LDR 02564nab a2200517 i 4500 =001 JTE12462J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12462J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12462J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC618 =082 04$a537.6/5$223 =100 1\$aSulowski, AC.,$eauthor. =245 10$aMeasurement of Maximum Arrest Force in Performance Tests of Fall Protection Equipment /$cAC. Sulowski, JW. Brinkley. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aFrequency response characteristics for electronic measurement systems and mechanical test fixtures used in tests of fall protection equipment are proposed. The recommendations are based upon the analysis of the dynamic properties of the human body as measured in impact and vibration tests with volunteer subjects. The critical frequencies that are associated with human injury were found to be in the range of 0 to 16 Hz. A corner frequency of 100 Hz is recommended for the measurement system, and a minimum resonant frequency of 200 Hz is recommended for the mechanical test fixture. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aArrest force. =650 \0$aImpact tests. =650 \0$aFall protection. =650 \0$aFrequency response. =650 \0$aThermal electromotive force$xMeasurement. =650 \0$aThermoelectricity. =650 14$aFall protection. =650 24$aArrest force. =650 24$aImpact tests. =650 24$aFrequency response. =700 1\$aBrinkley, JW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12462J.htm =LDR 02535nab a2200601 i 4500 =001 JTE12470J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12470J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12470J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.3 =082 04$a620.1/127$223 =100 1\$aKimura, K.,$eauthor. =245 10$aNondestructive Evaluation of In-Service Toughness Degradation for Cr-Mo-V Steam Turbine Rotor Steel /$cK. Kimura, T. Inukai, K. Saito, H. Kashiwaya. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aEmbrittlement was investigated for five retired and three laboratory-aged steam turbine rotors by sampling Charpy V-notch test coupons and testing them. A nondestructive evaluation method of toughness degradation was discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aReplica. =650 \0$aToughness. =650 \0$aDegradation. =650 \0$aNondestructive test. =650 \0$aNondestructive testing$xCongresses. =650 \0$aMagnetic testing$xCongresses. =650 \0$aEddy currents (Electric)$xCongresses. =650 \0$aNondestructive testing. =650 \0$aMagnetic testing. =650 14$aToughness. =650 24$aDegradation. =650 24$aNondestructive test. =650 24$aElectrochemical polarization test. =650 24$aReplica. =650 24$aFracture appearance transition temperature. =700 1\$aInukai, T.,$eauthor. =700 1\$aSaito, K.,$eauthor. =700 1\$aKashiwaya, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12470J.htm =LDR 03157nab a2200553 i 4500 =001 JTE12472J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12472J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12472J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.2 =082 04$a620.1/1233$223 =100 1\$aSantner, JS.,$eauthor. =245 10$aUse of Cantilever Specimens to Determine Microcreep Properties /$cJS. Santner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aCantilever beams were employed to determine the microyield strength (MYS) and the microstress relaxation (MSR) behavior of composites for stable member applications. Cantilever beams were designed and the compliance determined using resistance strain gages. Two different composites were tested: 2124-T6/30% SiC and Al-2.5Mg/20% SiC. A 2124-T6/30%SiC composite, previously tested under axial compression, was used to compare its data with the results of this study using bend specimens. The latter material was chosen because of its lower yield strength and modulus. The cantilever beam geometry is a significantly easier configuration to test and obtain over one per million resolution in strain than equivalent axial compression specimens. This allows cost-effective development of microcreep data using readily available standard mechanical test equipment. Additional test development work may permit this technique to be developed into an ASTM standard. It also offers the opportunity to measure the elastic, plastic, and anelastic strain components to develop engineering materials with improved MYS and MSR properties. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGyroscopes. =650 \0$aBend testing. =650 \0$aStable members. =650 \0$aStress relaxation. =650 \0$aMicrocreep testing. =650 \0$aViscoelasticity. =650 \0$aMaterials$xCreep. =650 \0$aStress relaxation (Physics) =650 14$aMicrostress relaxation (MSR) =650 24$aStable members. =650 24$aMicrocreep testing. =650 24$aStress relaxation. =650 24$aBend testing. =650 24$aGyroscopes. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12472J.htm =LDR 03242nab a2200661 i 4500 =001 JTE12474J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12474J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12474J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.8/40287$223 =100 1\$aMahboub, K.,$eauthor. =245 10$aElasto-Plastic Fracture Characterization of Paving Materials at Low Temperatures /$cK. Mahboub. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aA methodology for characterization of low-temperature fracture behavior of paving mixtures is presented. The critical elasto-plastic energy release rate, the JIc parameter, is adopted as the fracture criterion. The methodology permits the study of fracture in plasticized sulfur (Sulphlex) and asphaltic paving mixtures. To accommodate special fracture characteristics of pavement materials, certain modifications to the standard ASTM fracture testing procedures are proposed. The rationale for these modifications is also discussed. Approximate values of KIc, KQ, are correlated to the JQ measurements, which are a provisional representation of JIc, and results are compared with theoretical predictions. Tearing modulus is also investigated. The overall results of this study indicate that the JQ parameter can be effectively utilized for characterization of thermal cracking susceptibility of pavement materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt. =650 \0$aSulphlex. =650 \0$aTearing modulus. =650 \0$aFracture testing. =650 \0$aThree-point bend. =650 \0$aPavement materials. =650 \0$aElastoplastic fracture. =650 \0$aLow-temperature cracking. =650 \0$aConcrete$xFracture. =650 \0$aPavements, Asphalt concrete$xTesting. =650 \0$aPavements, Concrete$xTesting. =650 14$aFracture testing. =650 24$aPavement materials. =650 24$aAsphalt. =650 24$aSulphlex. =650 24$aLow-temperature cracking. =650 24$aElastoplastic fracture. =650 24$aJIc. =650 24$aJQ. =650 24$aKIc. =650 24$aKQ. =650 24$aTearing modulus. =650 24$aThree-point bend. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12474J.htm =LDR 03225nab a2200541 i 4500 =001 JTE12475J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12475J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12475J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.16$223 =100 1\$aWhite, MS.,$eauthor. =245 10$aRelationships Between the Results of Nail Impact Bend Tests and Selected Nail Material Properties /$cMS. White, TE. McLain, D. Padla. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aSelection criteria for nails vary significantly. Some fastener specifications contain criteria based on hardness tests; others are based on yield strength or the results of impact bend tests (MIBANT). Selection may also be based on the carbon content or SAE class of the nail wire. To assist the specifier in the nail selection process, the relationship was studied between the MIBANT angle, an apparent flexural yield strength, the hardness, and the carbon content of nails. Carbon content was found to have a small influence on the mechanical properties of non-hardened nails. Because of apparent variations in work hardening during wire drawing and nail manufacture, carbon content is not a reliable criterion for the selection of non-hardened steel nails. Conversely, carbon content significantly influences the properties of hardened steel nails when the steel carbon content is greater than 0.10%. MIBANT angle, Vickers hardness number, and flexural yield strength are highly correlated for lowcarbon steel nails. Empirical relationships between these properties are presented. MIBANT angle was found to be a better indicator of the flexural yield strength of nails than Vickers hardness number. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNails. =650 \0$aMIBANT angle. =650 \0$aCarbon content. =650 \0$aYield strength. =650 \0$aVickers hardness. =650 \0$aMetals$xMechanical properties. =650 14$aNails. =650 24$aYield strength. =650 24$aCarbon content. =650 24$aMIBANT angle. =650 24$aVickers hardness. =700 1\$aMcLain, TE.,$eauthor. =700 1\$aPadla, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12475J.htm =LDR 02510nab a2200541 i 4500 =001 JTE12473J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12473J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12473J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a668.4/22$223 =100 1\$aWycherley, GW.,$eauthor. =245 12$aA Method for Uniform Shear Stress-Strain Analysis of Adhesives /$cGW. Wycherley, SA. Mestan, I. Grabovac. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThe adaptation of the Iosipescu test as a method for determination of the stress and strain to failure and the shear modulus of adhesives under uniform shear conditions is described. The design and performance of a number of special purpose instruments and jigs to facilitate sample preparation, bond line thickness measurement, and shear displacement determinations are also described. Representative shear stress-strain curves of a nylon-epoxy film adhesive are presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAdhesives. =650 \0$aShear test. =650 \0$aIosipescu method. =650 \0$aShear stress-strain. =650 \0$aShearproperties. =650 \0$aStress-strainrelationships. =650 \0$aShear Stress-Strain Analysis. =650 14$aIosipescu method. =650 24$aShear test. =650 24$aAdhesives. =650 24$aShear stress-strain. =700 1\$aMestan, SA.,$eauthor. =700 1\$aGrabovac, I.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12473J.htm =LDR 02727nab a2200577 i 4500 =001 JTE12471J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12471J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12471J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P5 =082 04$a620.1/92323$223 =100 1\$aPutatunda, SK.,$eauthor. =245 10$aInfluence of Overload Plastic Zone Size on Stress Corrosion Crack Growth Behavior of a Low Alloy Steel in 3.0% NaCl Solution /$cSK. Putatunda, V. Venugopal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aAn investigation was carried out to examine the influence of overload plastic zone size on stress corrosion crack growth behavior for a low alloy steel.The investigation also examines the influence of initial stress intensity factor on stress corrosion crack growth behavior.Compact tension specimens with TL orientation prepared from SAE 4140 steel in the hardened and tempered condition were used.Two pertinent environments were chosen: deionized water at room temperature (23°C) and 3.0% NaCl solution at room temperature (23°C) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOverload. =650 \0$aIncubation period. =650 \0$aPlastic zone size. =650 \0$aResidual stresses. =650 \0$aRetardation factor. =650 \0$aPlastics$xCracking. =650 \0$aPlastics$xStress corrosion. =650 \0$aPlastics$xTesting. =650 \0$aPlastics. =650 14$aStress corrosion cracking. =650 24$aOverload. =650 24$aIncubation period. =650 24$aPlastic zone size. =650 24$aRetardation factor. =650 24$aResidual stresses. =700 1\$aVenugopal, V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12471J.htm =LDR 02018nab a2200469 i 4500 =001 JTE12468J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12468J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12468J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a621.48/35$223 =100 1\$aSlatcher, S.,$eauthor. =245 10$aEstimation of Characteristic Values of Fracture Toughness /$cS. Slatcher. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aIt is desirable in design codes to characterize material strength by a low fractile of its distribution. This low fractile is known as a characteristic value. The material strength variable considered here is fracture toughness. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStatistics. =650 \0$aFracture toughness. =650 \0$aNondestructive testing. =650 14$aFracture toughness. =650 24$aCTOD. =650 24$aStatistics. =650 24$aStatistical estimation techniques. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12468J.htm =LDR 02639nab a2200553 i 4500 =001 JTE12469J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12469J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12469J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.T54 =082 04$a669/.7322$223 =100 1\$aBui-Quoc, T.,$eauthor. =245 10$aCyclic Stress-Strain Behavior and Low Cycle Fatigue of Ti 6242 /$cT. Bui-Quoc, R. Gomuc, A. Biron, HL. Nguyen, RN. Tadros. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aResults of strain-controlled fatigue tests at 329°C on Ti 6242, a potentially important material for aircraft engines, are reported. These tests were carried out under completely reversed strain conditions (strain ratio R? = -1.0) and with positive strains (R? = 0.0). Comparisons are made between the stress-strain relations obtained from monotonic tensile tests, at fast and slow strain rates, and those obtained from constant strain amplitude fatigue tests and from increasing multistep fatigue tests. The influence of induced mean stress is discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTi alloy. =650 \0$aLow cycle fatigue. =650 \0$aMultistep cycling. =650 \0$aCyclic stress-strain. =650 \0$aTitanium alloys$xFatigue. =650 \0$aFatigue. =650 14$aLow cycle fatigue. =650 24$aCyclic stress-strain. =650 24$aMultistep cycling. =650 24$aTi alloy. =700 1\$aGomuc, R.,$eauthor. =700 1\$aBiron, A.,$eauthor. =700 1\$aNguyen, HL.,$eauthor. =700 1\$aTadros, RN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12469J.htm =LDR 03221nab a2200625 i 4500 =001 JTE12530 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12530$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12530$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA419 =082 04$a620.12$223 =100 1\$aOhtani, T.,$eauthor. =245 10$aInvestigations of Testing Methodology in Wood Abrasion Tests Promoted with Loose Abrasive Grains /$cT. Ohtani, K. Kamasaki. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe wear properties for wood were examined using 2-body and 3-body abrasion tests. The testing methodologies were designed so that the results from the two methods could be compared. The results showed that the 3-body abrasive wear rate for the axial, radial, and tangential sections dispersed at higher applied surface pressures. As a result, the 3-body abrasion test did not wear continuously, unlike the 2-body abrasion test at equivalent applied surface pressures. The critical value below which the 3-body abrasion test is valid could be estimated by the applied surface pressure and the wood specimen's and the counterface material's yield stresses. The number of contacting abrasive grains in the valid region of the 3-body abrasion test was found to agree approximately with that of 2-body abrasion. However, when the 3-body abrasion test was conducted above the critical value, the number of contacting abrasive grains decreased with repeated friction. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWear rate. =650 \0$aYield stress. =650 \0$aAbrasive wear. =650 \0$aCritical condition. =650 \0$aLoose abrasive grains. =650 \0$aApplied surface pressure. =650 \0$aWood$xTesting. =650 \0$aFloor joists$xTesting. =650 \0$aWood construction$xTesting. =650 \0$aWood. =650 14$aAbrasive wear. =650 24$a2-body abrasion. =650 24$a3-body abrasion. =650 24$aWear rate. =650 24$aApplied surface pressure. =650 24$aYield stress. =650 24$aCritical condition. =650 24$aLoose abrasive grains. =650 24$aWood. =700 1\$aKamasaki, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12530.htm =LDR 03504nab a2200649 i 4500 =001 JTE12096 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12096$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12096$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aHong, Y.,$eauthor. =245 10$aModeling and Calibration of a Laminating Press Prototype for Fiber-Reinforced Polymer-Glulam Billets /$cY. Hong, L. Muszynski, R. A. Lopez-Anido. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe design, modeling, and calibration procedure of a prototype mechanical clamping device for fabricating wood and fiber-reinforced polymer (FRP) composite laminated billets for ASTM D 2559 delamination tests and shear block tests is presented. Quality bonding of the billets requires clamping the laminate under uniformly distributed pressure of a specified level for a span of time necessary for the resin to cure. The specific time and pressure level that may be applied depends on the type of resin and species of wood used. To meet the requirements, a mechanical clamping device was designed to provide control over the applied stress level and maintain the minimum required pressure for up to 24 h. A calibration procedure was developed in order to adjust the flow of the excess resin being pressed out of the gluelines in the first stage of clamping, as well as the nonlinear time-dependent behavior of the laminate material. The calibration procedure involved determining the correlation between the average torque applied when tightening the four closing nuts and the clamping pressure between the steel plates. In addition, a procedure to determine the laminate materials' specific clamping pressure loss over 24 h was established. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aCreep. =650 \0$aGlulam. =650 \0$aAdhesives. =650 \0$aLaminates. =650 \0$aMechanism. =650 \0$aRate effects. =650 \0$aViscoelasticity. =650 \0$aComposite materials. =650 \0$acomposite material. =650 \0$aComposites. =650 14$aAdhesives. =650 24$aComposite materials. =650 24$aWood. =650 24$aCreep. =650 24$aMechanism. =650 24$aRate effects. =650 24$aViscoelasticity. =650 24$aLaminates. =650 24$aGlulam. =700 1\$aMuszynski, L.,$eauthor. =700 1\$aLopez-Anido, R. A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12096.htm =LDR 03546nab a2200469 i 4500 =001 JTE11982 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11982$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11982$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD491 =082 04$a621.8/672$223 =100 1\$aBarbero, E.,$eauthor. =245 10$aLong-Term Testing of Trenchless Pipe Liners /$cE. Barbero, S. Rangarajan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aDue to increasing costs and inconveniences in replacing deteriorated sewer pipelines by conventional excavation methods, the trenchless or "no-dig" technology is being used extensively. In this manuscript, a testing method is proposed to determine the long-term creep behavior of encased polymer and felt-reinforced polymer liners used in sewer rehabilitation. Long-term tests are conducted on liner samples encased in steel pipes, installed by the industries participating in the research project. The thicknesses of the polymer liners are selected according to the typical use of each product in the field. Three samples each of five liner materials are tested under constant external hydrostatic pressure to find their long-term structural properties. A pressure regulator, pressure transducer, and several pressure gages at different points in the water line are used to maintain constant hydraulic pressure in the gap between the steel host and the polymer liner. A method is proposed for sealing the ends of the encased liner samples for testing. The long-term creep data are collected with strain gages bonded along the inner circumference of the liner and connected to a data acquisition system (DAS). A data reduction method is proposed to separate the membrane and bending strains in order to compute the creep compliance. The temperature of the liners is monitored continuously with the use of a thermocouple. The strain data collected from the DAS are compensated for differences in temperature throughout the period of testing, initial deformation, and coefficient of thermal expansion. Several viscoelastic models are investigated in order to fit the data. The data are used to predict the long-term modulus used in the design of trenchless rehabilitation projects. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPipe lining. =650 \0$asewer pipes. =650 \0$aPipeline. =650 14$aTrenchless rehabilitation. =650 24$aSewer pipes. =650 24$aPipe lining. =700 1\$aRangarajan, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11982.htm =LDR 03722nab a2200637 i 4500 =001 JTE12071 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12071$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12071$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.1/186$223 =100 1\$aLopez-Anido, RA.,$eauthor. =245 10$aPerformance-Based Material Evaluation of Fiber-Reinforced Polymer-Wood Interfaces in Reinforced Glulam Members /$cRA. Lopez-Anido, L. Muszynski, DJ. Gardner, B. Goodell, B. Herzog. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b56 =520 3\$aA performance-based material evaluation methodology is reviewed as part of a broader project on the development of fiber-reinforced polymer (FRP) composite reinforced glued-laminated (glulam) members. The glueline interface was examined under test conditions that included the presence of moisture and temperature fluctuations, and the effect of wood preservatives. The objectives of this study were: 1) to determine if the current test methods used to assess durability of wood-wood bonds for exterior use (ANSI/AITC and ASTM D 2559 protocols) can be adopted for testing FRP composite reinforcement of wood; 2) to research possible modifications to the standard procedures when necessary to accommodate specifics of the adhesive bonds in hybrid FRP-wood assemblies; and 3) to propose a unified interpretation approach for FRP-wood interface test results focusing on development of acceptance criteria. Four commercially available FRP composite systems exhibiting exterior durability potential for glulam reinforcement were selected to validate the material qualification protocol. Two wood species were considered in this study: southern yellow pine and Douglas-fir. The four FRP composite material systems represented a broad spectrum of fiber reinforcement, matrix, adhesives, and fabrication processes. Experimental studies using the composite systems were conducted to validate the proposed methodology. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aShear. =650 \0$aGlulam. =650 \0$aPolymer. =650 \0$aAdhesive. =650 \0$aComposite. =650 \0$aDelamination. =650 \0$aFiber-reinforced polymer. =650 \0$aComposite materials$xDelamination$xPrevention. =650 14$aComposite. =650 24$aFiber-reinforced polymer. =650 24$aWood. =650 24$aAdhesive. =650 24$aDelamination. =650 24$aShear. =650 24$aPolymer. =650 24$aGlulam. =700 1\$aMuszynski, L.,$eauthor. =700 1\$aGardner, DJ.,$eauthor. =700 1\$aGoodell, B.,$eauthor. =700 1\$aHerzog, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12071.htm =LDR 02998nab a2200517 i 4500 =001 JTE12439 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12439$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12439$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.F55 =082 04$a363.72/88$223 =100 1\$aLeelavathamma, B.,$eauthor. =245 10$aCalifornia Bearing Ratio Behavior of Soil-Stabilized Class F Fly Ash Systems /$cB. Leelavathamma, KM. Mini, NS. Pandian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aFly ash is a finely divided mineral residue resulting from the combustion of coal in power plants that occupies large extents of land and also causes environmental problems. Hence, concerted attempts are being made to effectively use fly ash in an environmentally friendly way instead of dumping. Several studies have been carried out for its bulk utilization, such as its addition to improve the California bearing ratio (CBR) of soil in roads and embankments. But a thorough mixing of fly ash with soil may not be possible in the field. Hence a study has been carried out on the CBR behavior of black cotton soil and Raichur fly ash (which is class F) in layers and compared with the same in mixes. The results show that the CBR values of soil-fly ash mixes are better than layers, as expected. To improve the strength of layers, cement is used as an additive to fly ash. The results show that black cotton soil can be improved with stabilized fly ash, solving its strength problem as well as the disposal problem of fly ash. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCement. =650 \0$aFly ash. =650 \0$aBlack cotton soil. =650 \0$aCalifornia bearing ratio. =650 \0$aFlyash$xEnvironmental aspects. =650 14$aCalifornia bearing ratio. =650 24$aFly ash. =650 24$aBlack cotton soil. =650 24$aCement. =700 1\$aMini, KM.,$eauthor. =700 1\$aPandian, NS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12439.htm =LDR 03202nab a2200565 i 4500 =001 JTE12731 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12731$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12731$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.8/5$223 =100 1\$aObaidat, MT.,$eauthor. =245 10$aEvaluation of Stripping in Bituminous Mixtures Using Conventional and Image Processing Techniques /$cMT. Obaidat, S. Abo-Qudais, AF. Obaidat. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThe objective of this research was to investigate the stripping problem in bituminous mixtures using both conventional and image processing techniques (IPT). Partial factorial combinations of asphalt mixture slabs were fabricated. A Marshall mold was modified to produce slabs of 300 mm x 300 mm x 60 mm. The mixtures were prepared using different combinations: two types of aggregates (limestone and valley gravel), two asphalt penetration grades (80/100 and 60/70), three types of additives (lime, cement, and a mixture of lime and cement), and one aggregate gradation (average of ASTM boundaries). The slabs were exposed to one of four environmental conditioning techniques: wet-dry (W-D), freezing-thawing (F-T), water immersion (I), and surface bonding (S-B). Eighty-one slabs were prepared, 19 were tested without conditioning (control slabs), and the rest were exposed to different weathering conditioning. Four cores were prepared from each slab, two for the indirect tensile strength test and the others for the Marshall stability test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStripping. =650 \0$aImage processing. =650 \0$aBituminous mixtures. =650 \0$aNormal-based camera. =650 \0$aStereometric vision. =650 \0$aPavements, Bituminous. =650 \0$aBituminous materials$xTesting. =650 \0$aStripping (Pavements) =650 14$aStripping. =650 24$aBituminous mixtures. =650 24$aNormal-based camera. =650 24$aStereometric vision. =650 24$aImage processing. =700 1\$aAbo-Qudais, S.,$eauthor. =700 1\$aObaidat, AF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12731.htm =LDR 02632nab a2200505 i 4500 =001 JTE12540 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12540$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12540$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA448 =082 04$a625.7/34$223 =100 1\$aMeis, R.,$eauthor. =245 10$aDynamic Axial Stiffness of Typical Restrained and Unrestrained Underground Pipe Joints /$cR. Meis, M. Maragakis, R. Siddharthan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThis paper presents the results of a testing program designed to determine the dynamic axial stiffness of some typical underground pipe joints, both restrained and unrestrained. Pipelines have been shown to be vulnerable to seismic motions and ground movement, causing joint damage and system failure. Many of these failures have occurred at unrestrained bell-and-spigot type pipe joints due to pull-out and intrusion of the spigot end into the bell end. The results of this research program are joint stiffness values and force capacities that can be used in the analysis and evaluation of failure potential of underground piping systems. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPipe joint testing. =650 \0$aPipe, Plastic$xTesting. =650 \0$aThermoplastics$xTesting. =650 \0$aDrain pipe. =650 14$aPipe joint testing. =650 24$aPipe joint dynamic stiffness. =650 24$aPipe joint dynamic behavior. =650 24$aPipe joint testing methodology. =700 1\$aMaragakis, M.,$eauthor. =700 1\$aSiddharthan, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12540.htm =LDR 03210nab a2200577 i 4500 =001 JTE12579 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12579$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12579$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE251.5 =082 04$a625.8$223 =100 1\$aWagoner, MP.,$eauthor. =245 10$aDevelopment of a Single-Edge Notched Beam Test for Asphalt Concrete Mixtures /$cMP. Wagoner, WG. Buttlar, GH. Paulino. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b32 =520 3\$aThis paper describes the development of a fracture test for determining the fracture energy of asphalt concrete. The test will be used in combination with numerical analysis and field studies to obtain a better understanding of the mechanisms of reflective cracking in asphalt concrete overlays. A review of the literature revealed that a single-edge notched beam (SE(B)) test specimen was the most promising fracture test for the objectives of the reflective cracking study. Existing servohydraulic testing equipment was modified to perform the SE(B) test along with new loading fixtures, sensors, data collection, and analysis procedures. Preliminary tests were conducted to develop test procedures, to obtain a better understanding of crack-front characteristics, to investigate test repeatability, to examine variations of fracture energy with temperature, and to investigate mixed-mode fracture. The results from the tests follow expected trends and test variability appears to be within a range typical for asphalt concrete fracture testing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture. =650 \0$aAsphalt concrete. =650 \0$aCohesive zone model. =650 \0$aMixed-mode fracture. =650 \0$aSingle-edge notched beam. =650 \0$aAsphaltconcrete. =650 \0$aPavements$xPerformance. =650 \0$aPavements$xEvaluation. =650 \0$aPavements$xTesting. =650 14$aAsphalt concrete. =650 24$aFracture. =650 24$aSingle-edge notched beam. =650 24$aMixed-mode fracture. =650 24$aCohesive zone model. =700 1\$aButtlar, WG.,$eauthor. =700 1\$aPaulino, GH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12579.htm =LDR 02950nab a2200529 i 4500 =001 JTE12534 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12534$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12534$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD495 =082 04$a333.91/16$223 =100 1\$aChen, P.,$eauthor. =245 13$aAn Experimental Study of Monitoring Internal Leakage in Water Hydraulic Cylinders Using Acoustic Emission /$cP. Chen, PSK Chua, GH. Lim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThis paper studies experimentally acoustic emission (AE) to monitor internal leakage in modern water hydraulic cylinders. A series of experiments has been designed and carried out. Through these experiments, the background noise induced by the operation of a water hydraulic system is carefully determined, AE signals generated by a water hydraulic cylinder operating under different piston-sealing conditions are characterized, and AE signals generated by internal leakage in a water hydraulic cylinder are also characterized. The measured AE signals are analyzed using the power spectral density (PSD) technique. The results show that AE signals are sensitive to the internal leakage in a water hydraulic cylinder and are not affected by background noise. We conclude that AE can be used to develop an effective technique to monitor internal leakage in modern water hydraulic cylinders. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAcoustic emission. =650 \0$aCondition monitoring. =650 \0$aWater hydraulic cylinder. =650 \0$aWater$xDistribution$xManagement. =650 \0$aWater leakage$xManagement. =650 \0$aInternal Leakage. =650 14$aWater hydraulic cylinder. =650 24$aInternal leakage. =650 24$aCondition monitoring. =650 24$aAcoustic emission. =700 1\$aChua, PSK,$eauthor. =700 1\$aLim, GH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12534.htm =LDR 02994nab a2200505 i 4500 =001 JTE12083 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12083$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12083$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aDžugan, J.,$eauthor. =245 10$aCorrected Procedure for Crack Length Calculation by the Unloading Compliance Technique for Charpy-sized Specimens /$cJ. Džugan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThe problems with crack length determination by the unloading compliance method are well known for Charpy-sized specimens. The final crack lengths calculated for bend specimens do not fulfill ASTM E 1820 accuracy requirements. Some investigations have been performed to resolve this problem by correcting the compliance value, but satisfactory results were not obtained. In the present work the measured specimen compliance was taken as a correct value and the calculation procedure was modified. On the basis of experimentally obtained compliances of bent specimens and optically measured crack lengths, a calculation procedure enabling accurate crack length calculation up to 5 mm of plastic deflection was developed. Applying the new procedure to a sample of 238 measured crack lengths, more than 80 % of the values fulfilled the ASTM E 1820 accuracy requirement, while the presently used procedure provided only about 30 % valid results. The newly proposed procedure also can be used prospectively in modified form for specimens other than Charpy-sized. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-R curve. =650 \0$aCharpy specimen. =650 \0$aFracture toughness. =650 \0$aUnloading compliance. =650 \0$afracture mechanics. =650 \0$aFracture of materials. =650 14$aUnloading compliance. =650 24$aFracture toughness. =650 24$aCharpy specimen. =650 24$aJ-R curve. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12083.htm =LDR 02917nab a2200565 i 4500 =001 JTE12665 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12665$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12665$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.A1 =082 04$a624.151$223 =100 1\$aBabu, GLS,$eauthor. =245 10$aEvaluation of Shear Strength Functions Based on Soil Water Characteristic Curves /$cGLS Babu, RS. Rao, J. Peter. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe objective of this paper is to examine the variation of shear strength with respect to suction and develop a simple method for prediction of suction from shear strength data. The measured values of total suction and the shear strength of the soils are used to predict a fitting parameter that defines the nonlinear variation of suction with shear strength. The equation proposed by Vanapalli and Fredlund is used. The parameter is estimated for two types of soils, red soil and black cotton soil, available in the state of Karnataka, using measured values of total suction and unconfined compressive strength by nonlinear regression analysis. The nonlinear equations developed between suction and unconfined shear strength are useful in unsaturated soil engineering practice. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSuction. =650 \0$aShear strength. =650 \0$aFitting parameter. =650 \0$aUnsaturated soils. =650 \0$aFilter paper method. =650 \0$aShear strength of soils$xTesting$xCongresses. =650 \0$aShear strength of soils$xTesting. =650 14$aSuction. =650 24$aFilter paper method. =650 24$aShear strength. =650 24$aFitting parameter. =650 24$aUnsaturated soils. =650 24$aSoil water characteristic curve. =700 1\$aRao, RS.,$eauthor. =700 1\$aPeter, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12665.htm =LDR 02866nab a2200577 i 4500 =001 JTE10289J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10289J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10289J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/126$223 =100 1\$aShoemaker, AK.,$eauthor. =245 10$aSummary Report of Round Robin Testing by the ASTM Task Group E24.01.06 on Rapid Loading Plane-Strain Fracture Toughness KIc Testing /$cAK. Shoemaker, RR. Seeley. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA task group designated ASTM E24.01.06 conducted round robin tests to estabish guidelines for preparing a test specification for rapid-loading plane-strain fracture-toughness testing, KIc( ) (the time of the test from zero to maximum load, in milliseconds, is included in the parentheses). Procedures described in ASTM Test for Plane-Strain Fracture Toughness of Metallic Materials (E 399) were adhered to in the program. KIc( ) tests of A533 Class steel were conducted at -18 (0) and -51°C (-60°F) for loading times as short as about 1 ms using compact tension and bend specimens with 25, 38, and 51 mm (1.0, 1.5, and 2.0 in.) thickness in high-speed closed-loop testing machines and with quasi-impact and impact testing methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImpact. =650 \0$aMetals. =650 \0$aStrains. =650 \0$aToughness. =650 \0$aFracture tests. =650 \0$aFractures (materials) =650 \0$aFracture mechanics. =650 \0$aMaterials$xTesting. =650 \0$aFracture mechanics$xCongresses. =650 14$aFractures (materials) =650 24$aFracture tests. =650 24$aToughness. =650 24$aStrains. =650 24$aMetals. =650 24$aImpact. =700 1\$aSeeley, RR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10289J.htm =LDR 02950nab a2200493 i 4500 =001 JTE10288J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10288J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10288J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC786 =082 04$a541.2$223 =245 00$aPrediction of the Shift in the Brittle-Ductile Transition Temperature of Light-Water Reactor (LWR) Pressure Vessel Materials. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (24 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b51 =520 3\$aThis report presents the results of an investigation undertaken by The Metal Properties Council Subcommittee 6 on Nuclear Materials and ASTM Subcommittee E10.02 on Behavior and Use of Metallic Materials in Nuclear Systems to determine the feasibility of establishing standard design curves for the purpose of predicting changes in the toughness properties of reactor pressure vessel materials as a result of exposure to neutron irradiation. It is based on a statistical treatment of irradiation data available as of November 1977. Since the conclusion of the analytical phase of the MPC-ASTM effort, more data have been published (particularly from commercial surveillance programs) that would statistically enhance various ranges within the present analysis. Some of the recently acquired data suggest a saturation effect and nickel contribution on radiated material behavior. For these and other reasons, the expressions presented in this report should be re-evaluated on a periodic basis as new data become available. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aToughness. =650 \0$aTransition temperature. =650 \0$aComputer storage devices. =650 \0$aNuclear reactors. =650 \0$aReatores Nucleares. =650 \0$aNuclear reactor materials. =650 14$aNuclear reactor materials. =650 24$aTransition temperature. =650 24$aToughness. =650 24$aComputer storage devices. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10288J.htm =LDR 02723nab a2200493 i 4500 =001 JTE10290J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10290J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10290J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP1116 =082 04$a668.4$223 =100 1\$aCrissman, JM.,$eauthor. =245 12$aA New Test Method for Determining Environmental Stress-Crack Resistance of Ethylene Based Plastics /$cJM. Crissman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aA new test method is proposed for the determination of the environmental stress-crack resistance of ethylene based plastics. The method incorporates features of both ASTM Test for Environmental Stress-Cracking of Ethylene Plastics (D 1693) and Test for Environmental Stress Rupture of Type III Polyethylenes Under Constant Tensile Load (D 2552). The specimen is constrained in a fixed geometry by bending it around a cylindrical metallic form, and it is subjected to a constant applied stress. Statistical data are presented which indicate that the coefficients of variation that can be expected from the new test are at least comparable to those reported earlier in round robin tests carried out using ASTM D 2552. The principle advantage of the proposed new test over both ASTM D 1693 and D 2552 is a substantial savings in the time required to collect the data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTests. =650 \0$aPolyethylene. =650 \0$aStress corrosion tests. =650 \0$aPlastics$xHistory. =650 \0$aPlastics. =650 14$aPlastics. =650 24$aPolyethylene. =650 24$aStress corrosion tests. =650 24$aTests. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10290J.htm =LDR 02796nab a2200637 i 4500 =001 JTE10293J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10293J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10293J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK1055 =082 04$a621.44$223 =100 1\$aKearsley, EA.,$eauthor. =245 12$aA Basis for Predicting Longtime Behavior from Short-Time Tests of Geothermal Sealants /$cEA. Kearsley. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThe failure of sealants aging in geothermal downwell atmospheres is usually a result of the cumulative effects of both the forming of cross-links and their destruction in the rubbery sealant materials. Methods are discussed to distinguish between these mechanisms using measurement of stress relaxation and permanent set. Some data on oxidative aging of natural rubber are recalled as a paradigm of chemically degrading elastomers and some simple scaling laws are described which (when they can be established) are useful for predicting longtime behavior from short-time tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRubber. =650 \0$aSealers. =650 \0$aElastomers. =650 \0$aGeothermal. =650 \0$aHydrolysis. =650 \0$aDegradation. =650 \0$aPermanent set. =650 \0$aStress relaxation. =650 \0$aAging tests (materials) =650 \0$aGeothermal power plants. =650 \0$aGeothermal resources. =650 \0$aDegradations. =650 14$aAging tests (materials) =650 24$aDegradation. =650 24$aSealers. =650 24$aRubber. =650 24$aElastomers. =650 24$aGeothermal. =650 24$aHydrolysis. =650 24$aPermanent set. =650 24$aStress relaxation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10293J.htm =LDR 02872nab a2200589 i 4500 =001 JTE10292J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10292J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10292J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1770 =082 04$a677$223 =100 1\$aHarwood, HJ.,$eauthor. =245 10$aEthylene-Propylene-Diene Monomer (EPDM) and Fluorocarbon (FKM) Elastomers in the Geothermal Environment /$cHJ. Harwood. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b48 =520 3\$aThermal and hydrolytic processes that are likely to occur when hydrocarbon and fluorocarbon elastomers are subjected to geothermal conditions are discussed. Polyhydrocarbon backbones have good chemical resistance, but many cross-links present in cured polyhydrocarbons can be hydrolyzed under geothermal conditions. Perfluorinated elastomers have excellent thermal and hydrolytic stability, although they are potentially susceptible to hydrolytic degradation. The cross-links present in cured perfluorocarbon elastomers are probably also susceptible to hydrolysis under severe conditions. It seems that improvements can be made in geothermal seals if they can be cured by processes that yield chemically stable cross-links. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aElastomers. =650 \0$aGeothermal. =650 \0$aHydrocarbons. =650 \0$aFluorohydrocarbons. =650 \0$aThermal degradation. =650 \0$aCross-link stability. =650 \0$aHydrolytic degradation. =650 \0$aElastomer. =650 \0$aRubber. =650 \0$aIndustrial fabrics. =650 14$aElastomers. =650 24$aHydrocarbons. =650 24$aFluorohydrocarbons. =650 24$aThermal degradation. =650 24$aHydrolytic degradation. =650 24$aGeothermal. =650 24$aCross-link stability. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10292J.htm =LDR 03102nab a2200637 i 4500 =001 JTE10291J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10291J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10291J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1891 =082 04$a678.24$223 =100 1\$aHudlicky, M.,$eauthor. =245 10$aCross-Linking of Polyfluoroolefin Copolymers /$cM. Hudlicky. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aAfter a short survey of the development of fluorinated elastomers, curing of fluorinated copolymers is described. The discussion includes the main cross-linking agents such as diamines, Schiff bases, dithiols, bisphenols, peroxides, and irradiation, and the modes of action of the agents on copolymers of vinylidene fluoride, chlorotrifluoroethylenes, perfluoropropylene, and perfluoro (methyl vinyl ether). For better understanding the chemistry of cross-linking of fluoro polymers, properties and chemical reactivity of simple polyfluoro compounds are thoroughly discussed with special emphasis on the differences in chemical behavior of polyfluoro derivatives and their parent compounds. Reactions utilized in cross-linking such as addition, displacement, elimination, and isomerizations are exemplified on simple fluorinated compounds, and potential uses of some of them for new types of cross-linking are pointed out. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCuring. =650 \0$aMonomers. =650 \0$aCopolymers. =650 \0$aCross-linking. =650 \0$aPolymerization. =650 \0$aFluoro polymers. =650 \0$aPerfluoroolefins. =650 \0$aFluoro elastomers. =650 \0$aVulcanization. =650 \0$aRubber$xThermal properties. =650 \0$aElastomers. =650 14$aCopolymers. =650 24$aCross-linking. =650 24$aElastomers. =650 24$aPerfluoroolefins. =650 24$aFluoro elastomers. =650 24$aMonomers. =650 24$aPolymerization. =650 24$aFluoro polymers. =650 24$aCuring. =650 24$aVulcanization. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10291J.htm =LDR 02739nab a2200469 i 4500 =001 JTE10934J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10934J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10934J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA670 =082 04$a693/.1$223 =100 1\$aCotsworth, RP.,$eauthor. =245 10$aUse of Pelletized Slag in Concrete Masonry Units /$cRP. Cotsworth. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThis paper contains a brief description of the slag pelletizer and the external pressures which led to its development. Pelletized expanded slag is an improved lightweight aggregate for the concrete masonry market. When compared to the earlier lightweight slag aggregates, the improvement manifests itself by a 20% reduction in cement contents for equal compressive strength masonry units. In addition, the water absorption of the masonry is reduced, the green strength is increased, and the visual properties of color and texture are improved. Research work and field trials indicate that the latent hydraulic property of the slag is available in the manufacture of block and brick masonry to further reduce added cementitious binder contents and thereby conserve energy. This can be accomplished by partially grinding the slag at a block plant to produce a self-cementing aggregate. It was also shown that slag fines may be partially replaced or extended by silica flour under some conditions of use. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSlags. =650 \0$aConcrete products. =650 \0$aMasonry. =650 \0$aStructural design. =650 14$aSlags. =650 24$aMasonry. =650 24$aConcrete products. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10934J.htm =LDR 02865nab a2200577 i 4500 =001 JTE10926J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10926J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10926J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC176.8.O6 =082 04$a530.4/12$223 =100 1\$aPoore, MW.,$eauthor. =245 10$aMeasuring the Thermal Expansion of Solids with Strain Gages /$cMW. Poore, KF. Kesterson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aA technique was developed to measure the thermal expansion of solids in the temperature range from -50 to 175°C. The technique uses strain gages to measure expansion and Type J (iron/constantan) thermocouples to measure temperature. Measurements were made on pure platinum and on copper and tungsten standard reference materials obtained from the National Bureau of Standards. Results were compared with the certified values of expansion. The maximum difference between measurements made in this study and the certified values was 0.26 x 10-6/°C for the mean coefficients and 0.40 x 10-6/°C for the instantaneous coefficients. The standard deviation of the measurements of the mean coefficients was 0.11 x 10-6/°C. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSolids. =650 \0$aStrain gages. =650 \0$aThermal expansion. =650 \0$aStrain measurements. =650 \0$aThermal measurements. =650 \0$aElectric strain gages. =650 \0$aSolids$xOptical properties. =650 \0$aSolids$xElectric properties. =650 14$aThermal expansion. =650 24$aStrain gages. =650 24$aSolids. =650 24$aCoefficient of thermal expansion. =650 24$aElectric strain gages. =650 24$aStrain measurements. =650 24$aThermal measurements. =700 1\$aKesterson, KF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10926J.htm =LDR 03217nab a2200625 i 4500 =001 JTE10930J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10930J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10930J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA459 =082 04$a620.1623$223 =100 1\$aRyder, JT.,$eauthor. =245 10$aComparison of Stress Corrosion Cracking Properties of Several Aircraft Structural Alloys /$cJT. Ryder, WE. Krupp, DE. Pettit, DW. Hoeppner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aSustained load subcritical flaw growth characteristics of five alloys of interest to aircraft designers were investigated. The aluminum alloy (2024-T851) and steel alloy (18Ni-maraging) were studied in 3.5% sodium chloride solution and high humidity air environments while two of the titanium alloys, Ti-6Al-4V (recrystallized annealed) and Ti-6A1-6V-2Sn (solution-treated and overaged), were also investigated in these environments plus sump tank water. The Ti-6Al-4V (beta) alloy was tested in 3.5% sodium chloride solution. Wide differences between the alloys were noted not only in their cracking rates but also in their responses to similar loads and environments. Specimen thickness was found to have an important effect on stress corrosion susceptibility of the titanium alloys. Many coupons of specific titanium alloys had significant subsurface crack growth without visible surface growth. For these alloys, no precise threshold for stress corrosion cracking could be defined. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aAluminum. =650 \0$aTitanium. =650 \0$aSalt water. =650 \0$aHigh humidity. =650 \0$aSump tank water. =650 \0$aStress corrosion. =650 \0$aAlloys$xCorrosion. =650 \0$aMetals. =650 \0$aCorrosion and anti-corrosives. =650 14$aStress corrosion. =650 24$aAluminum. =650 24$aSteels. =650 24$aTitanium. =650 24$aHigh humidity. =650 24$aSump tank water. =650 24$aSalt water. =700 1\$aKrupp, WE.,$eauthor. =700 1\$aPettit, DE.,$eauthor. =700 1\$aHoeppner, DW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10930J.htm =LDR 02546nab a2200529 i 4500 =001 JTE10928J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10928J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10928J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC793.5.N42 =082 04$a539.7213$223 =100 1\$aStahlkopf, KE.,$eauthor. =245 13$aAn Assessment of Reactor Pressure Vessel Irradiated Materials Considerations /$cKE. Stahlkopf, TU. Marston. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aRegulatory action has contributed almost 4% to the accumulated outage time of the nuclear plants. This translates into a loss of between$66 million and$280 million to the economy. Radiation-embrittlement-related regulatory actions and associated outages are predicted for the future. This paper evaluates the current regulations related to radiation embrittlement and discusses some of the current embrittlement issues. Weaknesses in the regulations are identified and recommendations for future research to overcome these weaknesses are presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNuclear reactors. =650 \0$aRadiation damage. =650 \0$aCharpy impact testing. =650 \0$aFractures (materials) =650 \0$aNuclearreactors. =650 \0$aScience. =650 \0$aPhysics. =650 14$aRadiation damage. =650 24$aNuclear reactors. =650 24$aFractures (materials) =650 24$aCharpy impact testing. =700 1\$aMarston, TU.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10928J.htm =LDR 03074nab a2200529 i 4500 =001 JTE10924J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10924J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10924J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA591 =082 04$a623.854$223 =100 1\$aCairns, J.,$eauthor. =245 10$aField and Laboratory Protocols for Evaluating the Effects of Chemical Substances on Aquatic Life /$cJ. Cairns, KL. Dickson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aOne of the difficulties of evaluating the hazard associated with the release of a chemical substance into the environment is to determine how much testing is necessary to delimit its effects adequately. Since different classes of toxicants have different biological effects, it would be wasteful of both time and money to carry out extremely detailed and comprehensive tests for even the most innocuous materials. It would be equally inappropriate to carry out limited tests for very dangerous materials-as painful experience has already shown. Protocols to sort out which materials require extensive testing and which do not, as well as which decision criteria should be used at each stage in a test series, are essential to the establishment of reasonable water quality standards. This is true not only for laboratory studies but also for assessments of effects in the receiving system itself. Two illustrative protocols, one for the laboratory studies of aquatic organisms and the other for field studies in freshwater receiving systems, are described. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aField tests. =650 \0$aAquatic biology. =650 \0$aWater pollution. =650 \0$aBiological laboratories. =650 \0$aWaterPollution. =650 \0$aWaterMicrobiology. =650 \0$aEmerging contaminants inwater. =650 14$aAquatic biology. =650 24$aWater pollution. =650 24$aField tests. =650 24$aBiological laboratories. =700 1\$aDickson, KL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10924J.htm =LDR 02188nab a2200493 i 4500 =001 JTE10933J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10933J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10933J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGN778.22.I8 =082 04$a937$223 =100 1\$aDavison, JI.,$eauthor. =245 10$aMeasurement of Linear Expansion in Bricks Due to Freezing /$cJI. Davison, PJ. Sereda. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aA linear extensometer is described that can be used to measure expansions resulting from freezing in saturated porous inorganic building materials. Typical freezing curves illustrate reversible and irreversible expansions. The procedure may have application as a simple test method for assessing the durability of bricks or other porous inorganic building materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBricks. =650 \0$aThermal expansion. =650 \0$afreezing. =650 \0$aArchaeology. =650 \0$aAntiquities. =650 14$aThermal expansion. =650 24$aBricks. =650 24$aFreezing. =700 1\$aSereda, PJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10933J.htm =LDR 02633nab a2200505 i 4500 =001 JTE10925J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10925J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10925J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA473 =082 04$a620.1/76$223 =100 1\$aJames, M.,$eauthor. =245 10$a"PARS"-A Portable X-Ray Analyzer for Residual Stresses /$cM. James, JB. Cohen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe design, operation, and testing of a 7 to 11-kg hand-held X-ray device for measuring residual stresses are described. The instrument is based on a miniature X-ray tube and generator and a position-sensitive detector. No motion of the detector is needed to record a peak, eliminating the expensive and heavy gearing characteristic of a conventional diffractometer; the only mechanical motion during a measurement is one change of the orientation of the device to the object. An entirely portable instrument is therefore available for use in the plant or in the field. Tests are reported in which the stress is measured to ±40 MPa (± 6 ksi) or better in 4 to 20 s, depending on the specimen. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aResidual stress. =650 \0$aPortable equipment. =650 \0$aX ray stress analysis. =650 \0$aResidualstresses. =650 \0$aResidualstresses$xHandbooks, manuals, etc. =650 14$aResidual stress. =650 24$aPortable equipment. =650 24$aX ray stress analysis. =650 24$aPosition sensitive detector. =700 1\$aCohen, JB.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10925J.htm =LDR 02775nab a2200577 i 4500 =001 JTE10931J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10931J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10931J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96142$223 =100 1\$aRyder, JT.,$eauthor. =245 10$aEffect of Temperature on Stress Corrosion Cracking of 300M Steel /$cJT. Ryder, FM. Pickel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThe effect of temperature on stress corrosion cracking of high-carbon 300M high-strength steel in deionized water was investigated. Tests were conducted with wedge-opening-load specimens at 0, 23, and 90°C. Stress corrosion crack growth rates above the stress corrosion cracking threshold KIscc were found to increase with increasing temperature and to be essentially constant at each temperature. The crack growth rates appeared to be described by an Arrhenius-type rate expression. The apparent stress corrosion cracking threshold KIscc at 23°C was approximately 12.1 MPa . m½ (11 ksi.in.½) and at 90°C, 16.5 MPa.m½ (15 ksi.in.½). At 0°C, KIscc appeared to be lower than at 23°C. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aSalt water. =650 \0$aStress corrosion. =650 \0$aCrack propagation. =650 \0$aTemperature effects. =650 \0$aSteel. =650 \0$aSteel$xMetallurgy. =650 \0$aSteel$xMetallography. =650 14$aStress corrosion. =650 24$aSteels. =650 24$aCrack propagation. =650 24$aTemperature effects. =650 24$a300M steel. =650 24$aSalt water. =650 24$aStress corrosion cracking. =700 1\$aPickel, FM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10931J.htm =LDR 02217nab a2200481 i 4500 =001 JTE10927J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10927J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10927J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC882 =082 04$a551.51/13$223 =100 1\$aJohnston, PR.,$eauthor. =245 14$aThe Particle-Size Distribution in AC Fine Test Dust /$cPR. Johnston. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aAC test dust is widely used in studying the performance of filter media; however, controversy exists over what constitutes the actual particle-size distribution in the fine-grade material. Presented here are (1) an explanation of the difference of opinion regarding this distribution, (2) an example of problems that will arise because of the difference in opinions, and (3) a plea for workers in this field to resolve this difference. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAC test dust. =650 \0$aFluid filters. =650 \0$aDust. =650 \0$aHousehold dirt. =650 14$aParticle size distribution. =650 24$aFluid filters. =650 24$aDust. =650 24$aAC test dust. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10927J.htm =LDR 02804nab a2200577 i 4500 =001 JTE10932J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10932J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10932J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA670 =082 04$a693/.1$223 =100 1\$aBorchelt, JG.,$eauthor. =245 13$aAn Indirect Tensile Test for Masonry Units /$cJG. Borchelt, RH. Brown. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThe failure of masonry in laboratory testing of walls and prisms and certain aspects of grouted construction is often the result of tensile splitting. These tensile stresses arise from differences in modulus of elasticity and Poisson's ratio between the masonry unit and mortar or grout. Since tensile splitting is so prevalent in masonry construction, a better means of evaluating the tensile strength of masonry units is needed. A splitting tensile test is proposed as a means of measuring tensile strength of masonry units. Splitting strength is compared to standard strength tests for 14 clay units and 14 concrete block units. Uniform failure modes and strengths support the adoption of a splitting test as a standard of masonry unit strength. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBricks. =650 \0$aTest method. =650 \0$aConcrete products. =650 \0$aTensile splitting. =650 \0$aModulus of rupture. =650 \0$aCompressive strength. =650 \0$aMasonry. =650 \0$aStructural design. =650 14$aMasonry. =650 24$aBricks. =650 24$aConcrete products. =650 24$aTest method. =650 24$aTensile splitting. =650 24$aCompressive strength. =650 24$aModulus of rupture. =700 1\$aBrown, RH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10932J.htm =LDR 02767nab a2200553 i 4500 =001 JTE10929J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10929J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10929J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5386 =082 04$a650.1$223 =100 1\$aLeFort, P.,$eauthor. =245 10$aCalibration of the Side-Grooved Modified Wedge-Opening-Load Specimen /$cP. LeFort, DF. Mowbray. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThe modified wedge-opening-load (WOL) specimen introduced by Novak and Rolfe is now commonly employed to establish crack growth rate and threshold of stress corrosion cracking KIscc data. The present paper is concerned with the stress intensity factor solution for this specimen with 10% side grooving. Finite element and experimental compliance studies were undertaken to define the stress intensity factor solution in terms of crack mouth opening displacement. The analytical and experimental results obtained were found to be in excellent agreement. The results also verify the use of Wilson's finite element stress intensity calibration of the T-type WOL specimen when the effect of the side grooves is accounted for. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCalibrating. =650 \0$aStatic tests. =650 \0$aWOL specimens. =650 \0$aCrack propagation. =650 \0$aStress intensity factor. =650 \0$aStressmanagement. =650 \0$aSelf-realization. =650 \0$aCreative ability in business. =650 14$aCrack propagation. =650 24$aStatic tests. =650 24$aCalibrating. =650 24$aWOL specimens. =650 24$aStress intensity factor. =700 1\$aMowbray, DF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10929J.htm =LDR 03276nab a2200577 i 4500 =001 JTE11459J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11459J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11459J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P5 =082 04$a620.1/92392$223 =100 1\$aRowland, FJ.,$eauthor. =245 10$aSurface Roughness of Footwear Soling Materials :$bRelevance to Slip Resistance /$cFJ. Rowland, C. Jones, DP. Manning. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aThe slip resistance of commercial safety boot and experimental footwear solings has been studied over a period of 15 years. Shoes, with experimental solings, were worn in a factory, and the coefficient of friction (CoF) measured at intervals, using a walking traction test. These measurements have shown that a microcellular polyurethane, AP66033 (formerly T66/103) gives the greatest slip resistance of any soling material on wet or oily factory floors and laboratory test surfaces. This performance is attributed to the statistically significant relationship between CoF and mean peak to trough roughness (Rtm). The surface structure of soling materials was examined using Scanning Electron Microscopy, and images compared with Rtm measurements. There is now sufficient experimental evidence to confirm that surface roughness is one of the determinants of CoF on lubricated floors. The wear characteristics of the floor/sole combination must be considered: some soling materials may become polished on certain floors. However, AP66033 cannot be polished. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAP66033. =650 \0$aT66/103. =650 \0$aSlip-resistance. =650 \0$aSurface roughness. =650 \0$aSlipping accidents. =650 \0$aAccident prevention. =650 \0$aMechanical wear$xMeasurement. =650 \0$aPlastics$xTesting. =650 14$aAP66033. =650 24$aT66/103. =650 24$aSlip-resistance. =650 24$aSurface roughness. =650 24$aAccident prevention. =650 24$aSlipping accidents. =700 1\$aJones, C.,$eauthor. =700 1\$aManning, DP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 6 Special Issue on Slip Resistance: The Interface of Man, Footwear, and Walking Surfaces.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11459J.htm =LDR 03512nab a2200517 i 4500 =001 JTE11465J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11465J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11465J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aJu, S-H,$eauthor. =245 10$aCreep Rupture Investigation of 63Sn-37Pb Solder by Experiments and Damage Mechanics /$cS-H Ju, B. Sandor, ME. Plesha. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe main purpose of this paper is to investigate the crack growth path and creep rupture life of 63Sn-37Pb bulk solder experimentally by Moiré analysis and theoretically using continuum damage mechanics. In conventional fracture mechanics analysis, a crack growth path is assumed a priori. Fracture parameters such as the J-integral and stress intensity factor are subsequently calculated to predict the crack growth rate and structural life. However, it is often difficult to postulate the correct crack growth path for a complex structure that is subject to complex loading. Continuum damage mechanics is an alternative method that can be used to compute structural life with the important feature that the crack growth path is computed automatically. In this paper we develop a theory for partially reversible creep-fatigue damage. A finite element procedure incorporating this damage theory is developed and used to analyze the response of bulk solder plates with holes. The displacement fields obtained by finite element analysis are compared to the fringe patterns obtained from conventional Moiré experiments. Furthermore, the accuracy of the predicted crack growth paths was investigated by comparison between the maximum damage contours obtained by finite element simulation with the actual crack paths occurring in the laboratory specimens. These comparisons indicate the new continuum damage theory developed herein can adequately predict creep displacements, crack growth paths, and structural life. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSolder. =650 \0$aFatigue. =650 \0$aFracture. =650 \0$aDamage mechanics. =650 \0$aFracture mechanics. =650 14$aDamage mechanics. =650 24$aSolder. =650 24$aFatigue. =650 24$aFracture. =700 1\$aSandor, B.,$eauthor. =700 1\$aPlesha, ME.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 6 Special Issue on Slip Resistance: The Interface of Man, Footwear, and Walking Surfaces.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11465J.htm =LDR 03337nab a2200673 i 4500 =001 JTE11463J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11463J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11463J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA462 =082 04$a620.1/1223$223 =100 1\$aPoston, RW.,$eauthor. =245 10$aCorrosiveness of Chromate Exposure to Steel Embedded in Soil or Concrete /$cRW. Poston, CL. Galitz, JS. Yates. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThis paper presents findings from a one-year laboratory study conducted to assess the corrosion susceptibility of steel in concrete and in soil when exposed to chromates and other selected chemicals. The findings are based on electrical potential and resistance measurements taken for each of 16 corrosion cells, 8 of which were concrete and the remainder soil. A post-mortem inspection was conducted to visually confirm corrosion activity. For each medium, comparison and control cells were fabricated to relate the corrosion potential of chromium to other solutions, such as water, chlorine bleach, sodium hydroxide, and sodium chloride. Where appropriate, results were compared to previously reported research studies. Based on results of this study, it is concluded that chromate solutions are no more corrosive to reinforcing steel in soil and in concrete than is distilled water. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteel. =650 \0$aConcrete. =650 \0$aChromates. =650 \0$aChloride ions. =650 \0$aChemical exposure. =650 \0$aReinforcing steel. =650 \0$aMacrocell corrosion. =650 \0$aChromium concentration. =650 \0$aEnvironmental exposure. =650 \0$aCorrosion. =650 14$aChemical exposure. =650 24$aChloride-induced corrosion. =650 24$aChloride ions. =650 24$aChromates. =650 24$aChromium concentration. =650 24$aConcrete. =650 24$aCorrosion. =650 24$aEnvironmental exposure. =650 24$aMacrocell corrosion. =650 24$aReinforcing steel. =650 24$aSoil. =650 24$aSteel. =700 1\$aGalitz, CL.,$eauthor. =700 1\$aYates, JS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 6 Special Issue on Slip Resistance: The Interface of Man, Footwear, and Walking Surfaces.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11463J.htm =LDR 04981nab a2200601 i 4500 =001 JTE11457J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11457J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11457J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC73.4 =082 04$a531/.6$223 =100 1\$aBuczek, FL.,$eauthor. =245 10$aHigh-Resolution Force Plate Analysis of Utilized Slip Resistance in Human Walking /$cFL. Buczek, SA. Banks. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aLittle controversy exists regarding the costs to society, both financial and in terms of human pain and suffering, associated with slip and fall injuries. Yet, for all the very valuable research published to date in the United States and abroad, controversy still exists regarding the biomechanics of initial foot-to-ground contact (that is, footstrike). Studies of foot kinetics have been limited by the use of force plate sensitivities chosen to capture the entire stance phase, rather than footstrike alone, necessitating the use of calculation thresholds. The present study of young adults (2 male, 2 female; 8 foot contacts each) was conducted to address these limitations. Two strain gage force plates, with sensitivities set to optimize amplitude resolution at footstrike (+100 ms), were sampled at 1000 Hz. A net shear force Fs was calculated as the vector sum of medio-lateral Fy and anteroposterior Fx shear forces. Since Fx predominantly affected the direction of impending slip, a novel shear force Fs' was given the amplitude of Fs and the sign of Fx. In this way, impending slips could be identified as predominantly forward or backward. Utilized slip resistance ?sr was calculated for each sampled instant as the ratio of Fs' to the normal force Fz. For comparison purposes, a geometric approximation of ?sr was calculated using leg length and half step length (from force plate center-of-pressure data) to derive the tangent of an "apex angle." Results showed two distinct patterns for ?sr over the first 100 ms of foot contact. Pattern 1 began with an initial backward slip tendency, with peak ?sr values near -0.4 occurring at approximately 10 ms. This was followed by a forward slip tendency peaking between 0.2 and 0.3, at approximately 45 ms. Pattern 1 did not seem to put the subjects at risk for slipping. Pattern 2 began with a profound forward slip tendency, with ?sr values above 1.0 occurring during the first 20 ms. This was followed by a brief period of backward slip tendency (|?sr| < 0.3), and a second forward slip tendency (0.2 < ?sr < 0.3) for the remainder of the 100 ms sampling interval. Pattern 2 did seem to put the subjects at risk for an initial forward slip, though none were reported. The geometric approximations for ?sr, typically had magnitudes near 0.4 and always predicted forward slips. We concluded that variations can be expected in foot contact patterns among normal adults. Although Patterns 1 and 2 were divided according to sex here, this may have been a coincidental finding confounded by small sample sizes, more related to shoe construction or preferred gait kinematics than to sex. Finally, geometric approximations for ?sr grossly oversimplified initial foot contact, and should be discontinued in favor of more accurate methodology. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aApex angle. =650 \0$aFootstrike. =650 \0$aLeg length. =650 \0$aForce plate. =650 \0$aStep length. =650 \0$aSlip resistance. =650 \0$aFriction. =650 \0$aGravity. =650 \0$aForce and energy. =650 14$aSlip resistance. =650 24$aFriction. =650 24$aGait. =650 24$aFootstrike. =650 24$aForce plate. =650 24$aStep length. =650 24$aLeg length. =650 24$aApex angle. =700 1\$aBanks, SA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 6 Special Issue on Slip Resistance: The Interface of Man, Footwear, and Walking Surfaces.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11457J.htm =LDR 02824nab a2200577 i 4500 =001 JTE11462J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11462J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11462J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL521 =082 04$a630.7$223 =100 1\$aEpps, HH.,$eauthor. =245 10$aColor Change as a Predictor of Strength Loss in PFD Cover Fabrics /$cHH. Epps, KK. Leonas. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe fabric covers of many wearable personal flotation devices (PFDs) currently on the market are subject to rapid fading and loss of strength when exposed to light. The result of this rapid degradation may be loss of flotation protection for the wearer. This research evaluates the relationship between color change and loss of breaking strength in six PFD cover fabrics and explores the possibility of using color change to predict strength loss of selected PFD covers. Regression models were developed for each fabric and the models were used to predict the level of color change at which the fabric would fail to meet the U. S. Coast Guard minimum strength requirement for covers of wearable PFDs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aColor. =650 \0$aPrediction. =650 \0$aWeathering. =650 \0$aCorrelation. =650 \0$aColor change. =650 \0$aBreaking strength. =650 \0$aNonlinear regression. =650 14$aBreaking strength. =650 24$aColor. =650 24$aColor change. =650 24$aCorrelation. =650 24$aNonlinear regression. =650 24$aPrediction. =650 24$aPFD. =650 24$aWeathering. =700 1\$aLeonas, KK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 6 Special Issue on Slip Resistance: The Interface of Man, Footwear, and Walking Surfaces.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11462J.htm =LDR 02487nab a2200421 i 4500 =001 JTE11455J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11455J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11455J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGT2130 =082 04$a391.413$223 =100 1\$aSacher, A.,$eauthor. =245 10$aInternational Symposium on Slip Resistance :$bThe Interface of Man, Footwear, and Walking Surfaces /$cA. Sacher, JM. Owens. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe first four papers in this issue were presented at the International Symposium on Slip Resistance: The Interaction of Man, Footwear, and Walking Surfaces, held 30-31 October 1995 at the National Institute of Standards and Technology (NIST) in Gaithersburg, MD. Sponsored by Committee D 21 on Polishes and Subcommittee D 21.06 on Slip Resistance, this symposium represents the culmination of research initiated in the 1950s to determine the coefficient of friction of polished walkway surfaces. Extensive laboratory and field studies of methods and apparatus led to the development of the ASTM Test Method for Static Coefficient of Friction of Polish-Coated Floor Surfaces as Measured by the James Machine. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShoes$xDesign. =650 \0$aFootwear$xDesign. =700 1\$aOwens, JM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 6 Special Issue on Slip Resistance: The Interface of Man, Footwear, and Walking Surfaces.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11455J.htm =LDR 03589nab a2200553 i 4500 =001 JTE11460J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11460J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11460J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGT2130 =082 04$a391.413$223 =100 1\$aWilson, M.,$eauthor. =245 10$aSlip Resistance Characteristics of Footwear Solings Assessed Using the SATRA Friction Tester /$cM. Wilson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe development of the SATRA Friction Tester was described in ASTM STP 1103-1990. Since then the tester has been used in regular service and research work, testing and evaluating a wide range of footwear types and soling materials. This paper reviews some of the experience gained and presents data on the ranges of friction values associated with different types of commercially used soling materials. The data presented correlate well with industry experience, validating the test method. The findings of some additional complementary research is also reported including results of studies on the relationship between soling material hardness and measured friction. For example, on a dry surface, smooth PVC soling friction decreases with increasing hardness and wet friction increases up to a certain hardness level. A tread pattern, however, reverses the hardness effect on the wet surface, giving results comparable with smooth PVC in the dry. Other results show the significant effects of abrasion of solings and floor surfaces on slip resistance and the key contribution of surface roughness to wet friction. Finally, some of the problems surrounding standards development and the setting of pass levels are discussed. A number of areas for future research are identified and it is suggested that future studies look at the shoe, floor, and surface contamination as interactive components of a single system in which solings and floorings need to have complementary properties to optimize slip resistance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFloors. =650 \0$aFootwear. =650 \0$aFriction. =650 \0$aTest methods. =650 \0$aSlip resistance. =650 \0$aSafety engineering. =650 \0$aShoes$xDesign. =650 \0$aFootwear$xDesign. =650 14$aFootwear. =650 24$aFriction. =650 24$aSlip resistance. =650 24$aFloors. =650 24$aTest methods. =650 24$aSafety engineering. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 6 Special Issue on Slip Resistance: The Interface of Man, Footwear, and Walking Surfaces.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11460J.htm =LDR 02770nab a2200481 i 4500 =001 JTE11466J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11466J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11466J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aBurgess, G.,$eauthor. =245 10$aEffects of Fatigue on Fragility Testing and the Damage Boundary Curve /$cG. Burgess. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe original concept behind the damage boundary curve (DBC) and the related shock fragility test, ASTM D 3332, are discussed and used to suggest shortcuts in the test procedure aimed at reducing the number of products that must be damaged. A nondestructive means of evaluating the appropriateness of the DBC in describing product fragility using the results of the test is also described. A new test procedure based on a more realistic model of the product that allows for fatigue failure is then introduced and verified experimentally. The result of the test is a series of DBCs for multiple impacts that would allow the expected number of drops in distribution to be taken into account when designing a cushion for the product. Shortcuts in the new test procedure and a nondestructive means of checking the fit between the product and the new model are also proposed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShock fragility. =650 \0$aDamage boundary curve. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aShock fragility. =650 24$aFatigue. =650 24$aDamage boundary curve. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 6 Special Issue on Slip Resistance: The Interface of Man, Footwear, and Walking Surfaces.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11466J.htm =LDR 02978nab a2200505 i 4500 =001 JTE11464J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11464J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11464J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aReynolds, AP.,$eauthor. =245 10$aComparison of R-Curve Methodologies for Ranking the Toughness of Aluminum Alloys /$cAP. Reynolds. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aIn an effort to determine an optimum method for ranking the fracture toughness of developmental aluminum alloys over a wide range of fracture toughness/strength combinations, five labs performed R-curve testing on aluminum alloy 2024-T3. Middle crack tension and compact tension R-curve specimens were excised from a previously tested 1.5-m wide middle crack tension test specimen. The crack resistance curves generated with the small specimens were compared to the R-curves from 1.5-m wide specimens. The experimental program indicated that effective stress intensity from secant compliance based crack length and stress intensity calculated from J-integral testing were equivalent. Comparison of test results obtained from different specimen sizes and configurations indicated that standard validity requirements for compact tension specimens may be overly restrictive. Improved correlation between specimen types was obtained by plotting Keff or KJ against physical crack extension as compared to effective crack extension. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aR-curve. =650 \0$aValidity. =650 \0$aAluminum alloys. =650 \0$aFracture testing. =650 \0$aFracture mechanics. =650 14$aR-curve. =650 24$aFracture testing. =650 24$aValidity. =650 24$aAluminum alloys. =650 24$a2024-T3. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 6 Special Issue on Slip Resistance: The Interface of Man, Footwear, and Walking Surfaces.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11464J.htm =LDR 02897nab a2200541 i 4500 =001 JTE11461J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11461J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11461J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.T46 =082 04$a721/.0449$223 =100 1\$aArsene, S.,$eauthor. =245 12$aA New Approach to Measuring Transverse Properties of Structural Tubing by a Ring Test /$cS. Arsene, J. Bai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aA new approach to the ring test is presented in this paper. Three-dimensional elastoplastic finite element modeling with contact has been performed to analyze the stress and strain distribution in the ring, to optimize the ring testing system, and to investigate the effect of friction between the ring specimen and the fixture. Based on the numerical results, a new design of a holding device that creates a uniaxially stressed zone is proposed in order to determine transverse behavior of tubular products, such as the modulus and the stress-strain curve. A case study is presented on nuclear cladding tubes in Zircaloy. The approach shows promise for testing various kinds of materials in structural tubing, including ductile or brittle materials, metals, composites, or polymers. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aZircaloy. =650 \0$aRing test. =650 \0$aElastoplastic. =650 \0$aUniaxial tensile. =650 \0$aTensile architecture. =650 14$aTubular products and pipes. =650 24$aTransverse mechanical properties. =650 24$aRing test. =650 24$a3D finite element modeling. =650 24$aElastoplastic. =650 24$aUniaxial tensile. =650 24$aZircaloy. =700 1\$aBai, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 6 Special Issue on Slip Resistance: The Interface of Man, Footwear, and Walking Surfaces.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11461J.htm =LDR 03065nab a2200541 i 4500 =001 JTE11458J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11458J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11458J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGT2130 =082 04$a391.413$223 =100 1\$aFendley, AE.,$eauthor. =245 10$aRequired Coefficient of Friction Versus Walking Speed :$bPotential Influences of Footwear and Walkway Surfaces /$cAE. Fendley, MI. Marpet. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aThis paper presents data analysis for a representative subject from a pilot study where subjects walked at increasing speeds across a force plate in shoes with the top-piece/outsoles replaced by a variety of test materials, including test-foot materials commonly used in walkway-safety tribometry. The goal of this data analysis was to develop a methodology that can by used in a multi-subject experiment that combines force-plate and video data. More specifically, the objectives were: • To determine how force-plate assessment of required friction for subjects walking in shoes having soles and heels of various shoe-bottom or tribometric reference materials compares to tribometric testing of available friction using similar test-foot materials. • To explore the relationship between ?r and walking speed as influenced by specific footwear and walkway surfaces. • To develop hypotheses to guide further data analysis and research. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOutsole. =650 \0$aTop-piece. =650 \0$aTribometer. =650 \0$aWalkway safety. =650 \0$aShoes$xDesign. =650 \0$aFootwear$xDesign. =650 14$aTop-piece. =650 24$aOutsole. =650 24$aRequired coefficient of friction. =650 24$aAvailable coefficient of friction. =650 24$aTribometer. =650 24$aWalkway safety. =700 1\$aMarpet, MI.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 6 Special Issue on Slip Resistance: The Interface of Man, Footwear, and Walking Surfaces.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11458J.htm =LDR 02874nab a2200565 i 4500 =001 JTE11298J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11298J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11298J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH1501 =082 04$a624.1762$223 =100 1\$aMo, YL.,$eauthor. =245 10$aCyclic Tests on High-Strength Prestressed Concrete Frames /$cYL. Mo, WL. Hwang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aResults from small-scale models of eight high-strength prestressed concrete frames, tested under various displacement histories simulating earthquake forces are presented. The primary curves (horizontal force-displacement relationships) and the hysteretic loops are determined experimentally. Concrete strength is approximately between 50 and 60 mPa, and effective prestress is 50% of the ultimate strength of the prestressing steel. It is found that the effect of displacement history on the mechanical behavior is significant because the entire shape of the hysteretic loops is different and the prestressed concrete frames made of high-strength concrete with a slump of 25 cm may have at least a ductility factor of 8.0. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFailure mode. =650 \0$aSeismic design. =650 \0$aBridge construction. =650 \0$aHysteretic behavior. =650 \0$aHigh-strength concrete. =650 \0$aStructuralframes$xEarthquake effects$xMathematical models. =650 \0$aReinforcedconcreteframes. =650 14$aBridge construction. =650 24$aPrestressed concrete frame. =650 24$aHigh-strength concrete. =650 24$aHorizontal force displacement curve. =650 24$aHysteretic behavior. =650 24$aFailure mode. =650 24$aSeismic design. =700 1\$aHwang, WL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11298J.htm =LDR 03317nab a2200613 i 4500 =001 JTE11295J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11295J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11295J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aSB317.N43 =082 04$a634.9/7325$223 =100 1\$aBrooks, MW.,$eauthor. =245 14$aThe Extraction and Determination of Azadirachtin from Soil and Insects by Supercritical Fluid Extraction /$cMW. Brooks, S. Roy, PC. Uden, P. Vittum. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aAzadirachtin is a powerful anti-feedant and insect growth-disrupting compound. A primary problem with the utilization of classical extraction techniques for determining azadirachtin is the high hydrophilicity of the compound. Further, since determination by high-performance liquid chromatography (HPLC) requires measuring absorbance at 214 nm, use of methanol for extraction requires a solvent exchange since methanol absorbs in this region. This paper demonstrates the use of supercritical fluid extraction for determination of azadirachtin residues. Methanol-modified supercritical carbon dioxide is used to extract azadirachtin from soil and Japanese beetle adult and larval forms. Greater than 80% of fortified material was recovered at spike concentrations of 1 to 2 µg/g. Using this procedure azadirachtin was determined to be field stable for less than 3 months. Azadirachtin was also successfully extracted from insects showing recovery levels of 75% and greater. The inability of modified supercritical carbon dioxide to cross the insect cuticle was also demonstrated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNeem tree. =650 \0$aExtraction. =650 \0$aAzadirachtin. =650 \0$aJapanese beetle. =650 \0$aMethanol modified. =650 \0$aNeem. =650 \0$aNeem products. =650 14$aSFE. =650 24$aSupercritical fluid extraction. =650 24$aAzadirachtin. =650 24$aNeem tree. =650 24$aHigh-performance liquid chromatography. =650 24$aSoil. =650 24$aJapanese beetle. =650 24$aExtraction. =650 24$aMethanol modified. =700 1\$aRoy, S.,$eauthor. =700 1\$aUden, PC.,$eauthor. =700 1\$aVittum, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11295J.htm =LDR 03018nab a2200517 i 4500 =001 JTE11299J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11299J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11299J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.F55 =082 04$a363.72/88$223 =100 1\$aPandian, NS.,$eauthor. =245 10$aFly Ash as a Pre-Filter Material for the Retention of Lead Ions /$cNS. Pandian, C. Rajasekhar, A. Sridharan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aClay liners have been widely used to contain toxic and hazardous waste materials. Clays absorb contaminant cations due to their exchange capacity. To improve the performance of the clay liner, fly ash, a waste material arising from the combustion of coal has been studied as a pre-filter material. In particular, the retention of lead by two different fly ashes was studied. The influence of pH on retention as well as leaching characteristics are also examined. The results obtained from the retention experiments by the permeameter method indicate that fly ash retains the lead ions through precipitation in the pores as well as onto the surface when the ambient pH value is more than 5.5, and through adsorption when the pH value is less than 5.5. It has been observed that fly ash did not release the retained lead ions when the pH value is between 3.5 and 10.0. Hence, the retention of lead ions by fly ash is likely to be permanent since the pH of most of the municipal landfill leachates are within 3.7 to 8.8. However, for highly acidic or alkaline leachates, the retained ions can get released. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFly ash. =650 \0$aRetention. =650 \0$aPre-filter. =650 \0$aFlyash$xEnvironmental aspects. =650 14$aFly ash. =650 24$aPH. =650 24$aLead. =650 24$aRetention. =650 24$aPre-filter. =700 1\$aRajasekhar, C.,$eauthor. =700 1\$aSridharan, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11299J.htm =LDR 03187nab a2200541 i 4500 =001 JTE11301J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11301J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11301J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTR693 =082 04$a778.3/5$223 =100 1\$aObaidat, MT.,$eauthor. =245 12$aA Modified Theodolite Instrument :$bConceptual Work /$cMT. Obaidat, ZA. Al-Smadi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aA proposed modified theodolite instrument is presented. The instrument concept, sequence of operation of measurements, and design plans are reported. The proposed instrument has a potential similar to metric photogrammetry in computing 3-D coordinates without physically touching the target point. A sliding graduated rod (arm) has been introduced to connect the upper and lower parts, each of which has a separate vertical vernier. The rod supports the theodolite head that can be extended upward an arbitrary distance, thus effectively providing a second position for the head. Appropriate angular measurements, together with the length of the extension (the rod) can be used to calculate the inaccessible distances. The instrument relies on simple trigonometric functions to measure the height of objects and the horizontal and slope distances, and to perform trigonometric leveling. Accuracy potential of the instrument has been presented based on the law of propagation of random error. The flow of operations for different measurement cases has been mathematically demonstrated. The instrument is anticipated to bypass the cost-effectiveness and technological bottlenecks between plane surveying and photogrammetric systems. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPrecision. =650 \0$aTheodolite. =650 \0$aPhotogrammetry. =650 \0$aPlane surveying. =650 \0$aPHOTOGRAPHY$vGeneral. =650 \0$aGeodesy. =650 \0$aPhotogrammetry$xHistory. =650 14$aTheodolite. =650 24$aPlane surveying. =650 24$aPrecision. =650 24$a3-D. =650 24$aPhotogrammetry. =700 1\$aAl-Smadi, ZA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11301J.htm =LDR 02943nab a2200541 i 4500 =001 JTE11297J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11297J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11297J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5386 =082 04$a650.1$223 =100 1\$aGaudig, W.,$eauthor. =245 10$aDetermination of the Geometric Profile and Stress/Strain State in the Necked Region During Inelastic Deformation at Elevated Temperatures Using a Non-Contact Measurement Technique /$cW. Gaudig, K. Bothe, AK. Bhaduri, K. Maile. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aAn improved testing methodology for determining the geometric profile and true stress/true strain at elevated temperatures through continuous monitoring of the specimen profile in the necked region using a video camera is demonstrated through a slow creep tensile test. The results show that the video camera is an appropriate tool for accurately monitoring specimen necking at elevated temperatures, and that the true stress and strain can be adequately determined from the specimen profile. Based on this test methodology, true strain rate-controlled creep testing can be carried out. This is essential for determining the true material parameters required for establishing appropriate constitutive equations for realistic finite element modeling. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNecking. =650 \0$aImage analysis. =650 \0$aSelf-actualization (Psychology) =650 \0$aSelf-realization. =650 \0$aStressmanagement. =650 14$aElevated temperature tensile testing. =650 24$aNecking. =650 24$aOptical measurement of specimen profile. =650 24$aImage analysis. =650 24$aTrue stress/strain measurement. =700 1\$aBothe, K.,$eauthor. =700 1\$aBhaduri, AK.,$eauthor. =700 1\$aMaile, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11297J.htm =LDR 02437nab a2200553 i 4500 =001 JTE11300J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11300J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11300J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aPS3568.A698 =082 04$a813/.54$223 =100 1\$aKliger, IR.,$eauthor. =245 10$aTime-Dependent Bending Properties of Lumber /$cIR. Kliger, PJ. Pellicane. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aResearch related to structural stressed-skin panels (SSP) and their component parts has been ongoing at Chalmers University of Technology. In recent years, attention has been focused on SSP with lumber webs and sheet metal and chipboard panels as tension and compression flanges, respectively. In this study, certain mechanical and rheological properties of structural lumber were evaluated as part of a larger project designed to predict the long-term behavior of SSP under load. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTimber. =650 \0$aStrength. =650 \0$aLong-term. =650 \0$aStiffness. =650 \0$aStress-skin panels. =650 \0$aAvarice. =650 \0$aCorruption. =650 \0$aEnvironmentalism. =650 14$aStress-skin panels. =650 24$aTimber. =650 24$aLong-term. =650 24$aStrength. =650 24$aStiffness. =700 1\$aPellicane, PJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11300J.htm =LDR 02597nab a2200565 i 4500 =001 JTE11294J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11294J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11294J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD79.C45 =082 04$a543/.0873$223 =100 1\$aAnnino, R.,$eauthor. =245 10$aEliminating Wasteful "Cut and Try" Procedures in Gas Chromatography Method Development Using Computer Modeling /$cR. Annino, R. Villalobos. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aComputer programs that accurately predict the performance of one's chromatograph considerably shorten the interval between an analysis request and the final report by eliminating laboratory time spent in "cut and try" attempts at finding the right column and analysis conditions. Examples are presented of a program used to quickly design the optimum column or columns and conditions for multiple application scenarios. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aComputer aided. =650 \0$aGC applications. =650 \0$aGC column design. =650 \0$aGC computer modeling. =650 \0$aGC method development. =650 \0$aComputer aided solutions. =650 \0$aMass spectrometry. =650 \0$aGaschromatography Mass spectrometry. =650 14$aGC applications. =650 24$aComputer aided solutions. =650 24$aGC column design. =650 24$aGC computer modeling. =650 24$aGC method development. =650 24$aComputer aided. =700 1\$aVillalobos, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11294J.htm =LDR 02912nab a2200541 i 4500 =001 JTE11296J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11296J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11296J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7875 =082 04$a681/.2$223 =100 1\$aCarll, C.,$eauthor. =245 10$aAccuracy of Wood Resistance Sensors for Measurement of Humidity /$cC. Carll, A. TenWolde. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThis work was undertaken to evaluate the accuracy of wood resistance sensors for measurement of relative humidity and to identify sources of error in this use. Relative humidity can be expressed as a function of the logarithm of the sensor's electrical resistance and of its temperature. We found that single-point calibration of each sensor compensates for most between-sensor variation, although care must be exercised during calibration. With careful calibration readings, error in relative humidity readings made with these sensors can be limited to ± 10% relative humidity under most conditions. The literature indicates that a lower degree of error than this is anticipated when electrical resistance is used to estimate moisture content measurements. Our data suggest that sorption hysteresis and sensor memory are significant contributors to this (± 10%) relative humidity error. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDuff sensor. =650 \0$aMatchstick sensor. =650 \0$aRelative humidity. =650 \0$aSorption hysteresis. =650 \0$aElectrical resistivity. =650 \0$aDetectors. =650 \0$aMicroelectromechanical systems. =650 14$aRelative humidity. =650 24$aMatchstick sensor. =650 24$aDuff sensor. =650 24$aSorption hysteresis. =650 24$aElectrical resistivity. =700 1\$aTenWolde, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11296J.htm =LDR 02669nab a2200529 i 4500 =001 JTE11866J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11866J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11866J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aKarisAllen, KJ.,$eauthor. =245 14$aThe Determination of Single Edge-Notched Bend Specimen Load Line Displacement from Remotely Located Sensors in Elastic-Plastic Fracture Testing /$cKJ. KarisAllen, JR. Matthews. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aASTM E 813 and E 1152 currently allow for the determination of specimen load point deflection from a remotely located sensor provided that machine compliance (determined from the loading portion of an unnotched bend bar) is removed. If the specimen sustains significant plastic brinelling at the load points, the result is a nonconservative estimate of deflection (and J) subsequent to maximum load. A procedure for the determination of machine compliance relationships for both loading and unloading conditions is presented. Unnotched bend bars of tempered SAE 4340 were tested to compare loading and unloading machine deflection relationships. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBend bar. =650 \0$aFracture. =650 \0$aLVDT deflection. =650 \0$aMachine compliance. =650 \0$aFracture mechanics. =650 14$aFracture. =650 24$aLVDT deflection. =650 24$aMachine compliance. =650 24$aASTM E 813. =650 24$aASTM E 1152. =650 24$aBend bar. =700 1\$aMatthews, JR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11866J.htm =LDR 02661nab a2200577 i 4500 =001 JTE11860J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11860J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11860J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.22 =082 04$a620.1/1233$223 =100 1\$aTaves, LBS,$eauthor. =245 13$aAn Analysis of Creep and Shrinkage in Mortars /$cLBS Taves. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThis paper examines the subject of creep and shrinkage in mortars. Previous research has revolved around brickwork or blockwork piers. An experimental program was devised to measure the shrinkage and creep in mortarts alone, using a range of seven mortar mixes. Some of the findings confirm earlier research, but considerable additional information concerning creep and shrinkage in mortars has been obtained. Results indicate that the quantity of line in a mortar is related to shrinkage and creep: the richer the mortar is in lime, the higher the values for creep and the lower the values for shrinkage. The laboratory data add to existing knowledge of mortars and their properties. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aLimes. =650 \0$aCements. =650 \0$aMortars. =650 \0$aStresses. =650 \0$aShrinkage. =650 \0$aCompressive strength. =650 \0$aMaterials$xCreep. =650 \0$aFracture mechanics. =650 14$aCreep. =650 24$aShrinkage. =650 24$aCompressive strength. =650 24$aMortars. =650 24$aLimes. =650 24$aCements. =650 24$aStresses. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11860J.htm =LDR 02954nab a2200601 i 4500 =001 JTE11855J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11855J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11855J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC145.4.T5 =082 04$a530.4/24$223 =100 1\$aRinnovatore, JV.,$eauthor. =245 10$aCharpy Transition Studies of an Embrittled AISI 8640 Lower Bainitic Steel /$cJV. Rinnovatore, KF. Lukens, J. Reinhold, W. Mahon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aA study was performed of the effects of phosphorus and arsenic as embrittling agents on the Charpy impact behavior of resulfurized AISI 8640 steel. The steel was heat-treated to several bainitic and one martensitic condition with a wide range of strength levels. Charpy transition temperature curves were developed for each condition. SEM fractography was used to analyze the fracture behavior of the various heat-treated structures. The results show that AISI 8640 steel with high phosphorus and high arsenic was embrittled in the low-strength bainitic condition as well as in the high-strength martensitic condition. Embrittlement was evidenced by low Charpy impact energies, increased transition temperatures, and an intergranular fracture mode. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aArsenic. =650 \0$aBainite. =650 \0$aPhosphorus. =650 \0$aCharpy impact. =650 \0$aEmbrittlement. =650 \0$aTransition temperature. =650 \0$aGlass transition temperature. =650 \0$aLiquids$xThermal properties. =650 14$aEmbrittlement. =650 24$aCharpy impact. =650 24$aTransition temperature. =650 24$a8640 alloy steel. =650 24$aBainite. =650 24$aPhosphorus. =650 24$aArsenic. =700 1\$aLukens, KF.,$eauthor. =700 1\$aReinhold, J.,$eauthor. =700 1\$aMahon, W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11855J.htm =LDR 03306nab a2200733 i 4500 =001 JTE11863J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11863J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11863J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC191 =082 04$a620.1/632$223 =100 1\$aWolfenden, A.,$eauthor. =245 10$aTemperature Dependence of Dynamic Young's Modulus and Mechanical Damping in a Nextel Fiber-Reinforced Glass Composite /$cA. Wolfenden, JE. Gill, KK. Chawla, RU. Vaidya, R. Venkatesh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThe piezoelectric ultrasonic composite oscillator technique (PUCOT), was used to measure the temperature dependence of dynamic Young's modulus and damping for a ceramic matrix composite (CMC) consisting of N51A glass as the matrix and Nextel 480 continuous fibers (volume fraction 0.29) as the reinforcement. The temperature range covered was 20 to 462°C. It was found that the Young's modulus decreased linearly with temperature, at a relatively low rate, and that the damping followed the form exp(-H/kT), where the value of the effective activation energy H was 0.07 ± 0.02 eV/atom, k is Boltzmann's constant, and T is temperature in Kelvin. Possible interpretations for this value of H are discussed. The glass transition temperature of the glass was found to be about 500°C. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGlass. =650 \0$aFibers. =650 \0$aDamping. =650 \0$aDynamic. =650 \0$aCeramics. =650 \0$aComposites. =650 \0$aUltrasonic. =650 \0$aTemperature. =650 \0$aPiezoelectric. =650 \0$aInternal friction. =650 \0$aYoung's modulus. =650 \0$aElastic properties. =650 \0$aMathematical physics. =650 14$aCeramics. =650 24$aGlass. =650 24$aFibers. =650 24$aComposites. =650 24$aYoung's modulus. =650 24$aDamping. =650 24$aInternal friction. =650 24$aTemperature. =650 24$aPiezoelectric. =650 24$aUltrasonic. =650 24$aDynamic. =650 24$aNextel 480. =700 1\$aGill, JE.,$eauthor. =700 1\$aChawla, KK.,$eauthor. =700 1\$aVaidya, RU.,$eauthor. =700 1\$aVenkatesh, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11863J.htm =LDR 02975nab a2200565 i 4500 =001 JTE11859J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11859J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11859J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.1/66$223 =100 1\$aDolan, JD.,$eauthor. =245 10$aProposed Test Method for Dynamic, Properties of Connections Assembled with Mechanical Fasteners /$cJD. Dolan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aA new test procedure for connections assembled with mechanical fasteners is presented. The procedure provides information on cyclic and dynamic characteristies that will allow the relative performance of connections manufactured with different materials to be directly compared. An equivalent energy elastic-perfectly plastic system is defined that allows comparison of initial stiffness, yield load, and ductility on an equivalent basis. The hysteretic and equivalent viscous damping are also determined to provide information on the energy dissipation characteristics of the connection. Adoption of this test procedure will provide information that will allow engineers and architects to evaluate the performance of competing materials with direct comparisons. It will also provide uniform data from which revisions to the model building codes and design specifications for each material can be made on an equivalent basis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCyclic. =650 \0$aDamping. =650 \0$aDynamic. =650 \0$aDuctility. =650 \0$aEquivalent-energy. =650 \0$aMechanical connections. =650 \0$aFracture mechanics. =650 \0$aMetals$xDuctility. =650 14$aMechanical connections. =650 24$aSequential-phased displacement. =650 24$aCyclic. =650 24$aDynamic. =650 24$aEquivalent-energy. =650 24$aDamping. =650 24$aDuctility. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11859J.htm =LDR 03119nab a2200517 i 4500 =001 JTE11853J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11853J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11853J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aWilson, CD.,$eauthor. =245 10$aInconsistencies between CTOD and J Calculations /$cCD. Wilson, JD. Landes. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aCrack-tip opening displacement (CTOD) determined using the plastic hinge model included in the ASTM E 1290 (Test Method for Crack-Tip Opening Displacement (CTOD) Fracture Toughness Measurement) is inconsistent with CTOD determined using the ASTM E 813 (Test Method for JIc. Measure of Fracture Toughness) combined with an equation relating J to CTOD. The plastic hinge model is also inconsistent with the EPRI handbook estimation scheme. The plastic hinge model is highly inaccurate for hardening materials. To explore these inconsistencies, the EPRI scheme was used to generate theoretical load-displacement curves of a compact tension (CT) specimen for a wide range of materials and crack sizes. An alternate equation, derived for a power law hardening material, is shown to be consistent with both the ASTM E 813 and the EPRI handbook estimation scheme. The alternate equation accounts for nonlinearities in the relationship between CTOD and plastic load-line displacements. Differences between the alternate equation and the EPRI scheme are discussed. Experimental results demonstrate the inaccuracy of the plastic hinge model and the accuracy of the power law model. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-integral. =650 \0$aFracture toughness. =650 \0$aPlastic hinge model. =650 \0$aPower law hardening. =650 \0$aFracture mechanics. =650 14$aFracture toughness. =650 24$aCrack-tip opening displacement (CTOD) =650 24$aJ-integral. =650 24$aPlastic hinge model. =650 24$aPower law hardening. =700 1\$aLandes, JD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11853J.htm =LDR 03044nab a2200553 i 4500 =001 JTE11858J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11858J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11858J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD795.7 =082 04$a628.445640941$223 =100 1\$aRosenberg, HS.,$eauthor. =245 10$aElectrochemical Impedance Spectroscopy for Monitoring Coating Performance in Condensing Environments /$cHS. Rosenberg, BC. Syrett. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aA novel method is described for monitoring coating performance in the thin liquid films found in condensing environments, such as in the corrosive condensate found in flue gas desulfurization (FGD) systems. The method involves exposing coated metal panels to controlled environments, created by atomizing solutions of appropriate composition, in fog chambers. The fog deposits on the coated surface as a thin film that simulates the condensate formed in actual service. The performance of the coatings is monitored in situ by electrochemical impedance spectroscopy (EIS) during periods when the exposed coated surfaces are temporarily flooded with bulk solution having the same composition as the condensate. The method has been used to evaluate the effects of sixteen environmental factors on the performance of eight coatings currently used in FGD outlet ducts. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTest method. =650 \0$aOrganic linings. =650 \0$aCoating performance. =650 \0$aCondensing environment. =650 \0$aOrganic wastes$xEnvironmental aspects. =650 \0$aSanitary landfills$xLeaching. =650 \0$aSanitary landfills$xLinings. =650 14$aTest method. =650 24$aCoating performance. =650 24$aCondensing environment. =650 24$aElectrochemical impedance spectroscopy (EIS) =650 24$aOrganic linings. =650 24$aFlue gas desulfurization (FGD) =700 1\$aSyrett, BC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11858J.htm =LDR 02558nab a2200541 i 4500 =001 JTE11856J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11856J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11856J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a620.1/123$223 =100 1\$aBeghini, M.,$eauthor. =245 10$aNumerical Analysis of Plasticity Effects in the Hole-Drilling Residual Stress Measurement /$cM. Beghini, L. Bertini, P. Raffaelli. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe aim of this work was to analyze the effect of plasticity on residual stress measurement when the through thickness center-hole technique is used. The study investigated the effect of the most important loading, measuring, and material parameters, i.e., the residual stress intensity, the ratio between the principal residual stresses, the orientation of the strain-gage rusette with reference to the residual stress principal directions, the yield strength, and the strain hardening characteristics of the material. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPlasticity. =650 \0$aMeasurement. =650 \0$aFinite elements. =650 \0$aResidual stress. =650 \0$aHole-drilling method. =650 \0$aResidual stresses. =650 14$aHole-drilling method. =650 24$aResidual stress. =650 24$aPlasticity. =650 24$aMeasurement. =650 24$aFinite elements. =700 1\$aBertini, L.,$eauthor. =700 1\$aRaffaelli, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11856J.htm =LDR 03142nab a2200553 i 4500 =001 JTE11854J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11854J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11854J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aShaw, WJD,$eauthor. =245 10$aBack Face Strain Calibration for Crack Length Measurements /$cWJD Shaw, W. Zhao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aA new calibration of back face strain (BFS) versus crack length a was developed. The calibration incorporates crack closure effects and is based upon a least squares multiple curvilinear regression analysis using seven specimens. Fatigue crack growth took place over a range of crack length to width ratios a/W from 0.2 to 0.8. The information was obtained under constant change in stress intensity factor ?K using compact fractures toughness specimens of 2024-T351 aluminum alloy. In addition, two segular fatigue life crack propagation test conditions were used in the analysis database. The calibration function A*(a/W) is presented in a tubular form as well as in a polynomial equation format. The physical crack length was measured on both surfaces and later, after fracture, corrections of crack length were made for both curvature and plastic zone size. No effect of ?K and specimen thickness on the calibration behavior was found to occur. The calibration equation was checked against crack lengths during fatigue crack growth behavior of both HSLA steel and mechanically alloyed aluminum materials and was found to be accurate. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompliance. =650 \0$aCrack length. =650 \0$aBack face strain. =650 \0$aCrack measurement. =650 \0$aFatigue crack length. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aCrack length. =650 24$aCrack measurement. =650 24$aCompliance. =650 24$aBack face strain. =650 24$aFatigue crack length. =700 1\$aZhao, W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11854J.htm =LDR 02809nab a2200649 i 4500 =001 JTE11864J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11864J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11864J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ216 =082 04$a629.83$223 =100 1\$aAl-Bastaki, NMS,$eauthor. =245 10$aEffect of High Strain Rate on the Properties of PVC Pipe /$cNMS Al-Bastaki. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aUnplasticized PVC pipes were tested using static and dynamic testing conditions. The static test was performed by pressurizing the pipes at a strain rate of 1 x 10-4 s-1 and the dynamic test was carried out using a drop hammer apparatus at a strain rate of 8 s-1. The most pronounced influence of the high strain rate was a reduction in the failure hoop strain and an increase in the Young's modulus. An empirical formula was fitted to the stress-strain curves to represent the nonlinear and strain rate dependent behaviors. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDrop hammer. =650 \0$aStrain rate. =650 \0$aHoop strength. =650 \0$aStatic testing. =650 \0$aDynamic besting. =650 \0$aUnplasticized PVC. =650 \0$aNonlinear behavior. =650 \0$aFailure hoop strain. =650 \0$aStress-strain curve. =650 \0$aViscoelastic behavior. =650 \0$aNonlinear theories. =650 \0$aDynamics. =650 14$aUnplasticized PVC. =650 24$aStatic testing. =650 24$aDynamic besting. =650 24$aDrop hammer. =650 24$aStrain rate. =650 24$aStress-strain curve. =650 24$aHoop strength. =650 24$aFailure hoop strain. =650 24$aViscoelastic behavior. =650 24$aNonlinear behavior. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11864J.htm =LDR 02901nab a2200529 i 4500 =001 JTE11857J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11857J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11857J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN690 =082 04$a669/.9$223 =100 1\$aField, DP.,$eauthor. =245 10$aDetermination of Softening Kinetics in a Material by Measuring the Evolution of Hot Flow Stress /$cDP. Field, VM. Sample, RS. Rader. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aA new technique for estimating the time and temperature-dependent softening response of a deformed material is proposed. The hot flow stress is measured at various intervals in a quasistatic softening experiment to determinse the kinetics of softening. A major advantage of the proposed technique is that a single specimen can be used to estimate the evolution of softening without having to cool and reheat the specimen for each measurement. High resolution strain measurement apparatus is used in the experiments, as minimizing strain is a critical requirement in property performing the measurement. Test control requires optimal performance from the servohydraulic system which must operate near its threshold for reliable information to be obtained. Experimental results indicate that age hardening response as well as recovery and recrystallization kinetics can be measured using this method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAluminum. =650 \0$aRecovery. =650 \0$aStatic softening. =650 \0$aRecrystallization. =650 \0$aRecrystallization (Metallurgy) =650 \0$aMetal crystals$xGrowth. =650 14$aRecovery. =650 24$aRecrystallization. =650 24$aAluminum. =650 24$aStatic softening. =700 1\$aSample, VM.,$eauthor. =700 1\$aRader, RS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11857J.htm =LDR 03035nab a2200697 i 4500 =001 JTE11862J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11862J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11862J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a624.151$223 =100 1\$aTodres, HA.,$eauthor. =245 10$aSolvent-Free, Nuclear-Free Determination of Asphalt Content and Gradation of Hot-Mix Asphalt Concrete /$cHA. Todres, S. Bhattacharja. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA new method of analyzing hot-mix asphalt concrete has been developed that involves the pyrolysis or burn-off of the asphalt cement in a furnace. The method is simple and rapid, providing both asphalt content and aggregate gradation within about 1 to 1½ h (substantial reductions in this time appear achievable). The method will permit elimination of solvent and nuclear techniques currently in use that have specific disadvantages and hazards. It can also be used, if desired, to supplement the nuclear gage, in which case burn-off will be used for gradation and the nuclear gage for asphalt content. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBitumea. =650 \0$aHot mix. =650 \0$aGradation. =650 \0$aPyrolysis. =650 \0$aNuclear method. =650 \0$aSieve analysis. =650 \0$aAsphalt concrete. =650 \0$aBituminous content. =650 \0$aSolvent extraction. =650 \0$aQuantitative extraction. =650 \0$aAsphalt. =650 \0$aAsphalt content. =650 14$aAsphalt. =650 24$aBitumea. =650 24$aBituminous paving mixtures. =650 24$aAsphalt concrete. =650 24$aHot mix. =650 24$aAsphalt content. =650 24$aBituminous content. =650 24$aQuantitative extraction. =650 24$aSolvent extraction. =650 24$aNuclear method. =650 24$aPyrolysis. =650 24$aSieve analysis. =650 24$aGradation. =700 1\$aBhattacharja, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11862J.htm =LDR 02555nab a2200493 i 4500 =001 JTE11861J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11861J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11861J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a624.151$223 =100 1\$aParker, F.,$eauthor. =245 10$aComparison of Asphalt Contents Measured with the Nuclear Gage and Extraction Methods /$cF. Parker, Y. Wu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aAsphalt content is a critical property for controlling the quality of hot mix asphalt. Currently two procedures, solvent extraction (ASTM D 2172, Test Method for Quantitative Extraction of Bitumen from Bituminous Paving Mixtures) and nuclear gage (ASTM D 4125, Test Method for Asphalt Content of Bituminous Mixtures by the Nuclear Method), are used to compare asphalt content. This paper uses field data and data from four laboratory round robin testings to compare asphalt contents measured by the two methods. Asphalt content measurements made by nuclear gages are higher, more accurate, and more precise than asphalt content measurements made by the centrifuge solvent extraction method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNuclear gage. =650 \0$aHot mix asphalt. =650 \0$aAsphalt. =650 \0$aAsphalt content. =650 14$aHot mix asphalt. =650 24$aAsphalt content. =650 24$aSolvent extraction method. =650 24$aNuclear gage. =700 1\$aWu, Y.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11861J.htm =LDR 03052nab a2200517 i 4500 =001 JTE11865J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11865J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11865J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHV551.3 =082 04$a363.34/0973$223 =100 1\$aSlaten, BL.,$eauthor. =245 10$aComparison of Selected Properties of Barrier Textile Materials Used in Durable, Moisture Repellent Protective Clothing /$cBL. Slaten, LA. Shanley, T. Bellingar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aThe needs of workers in hazardous environments are extremely varied. The choice of textile materials must be made on the basis of end use and critical characteristics needed for protection, comfort, and performance of the workers. The purpose of this study was to conduct a series of experiments in order to provide scientific data on the qualities and characteristics of several barrier textile massenals. These materials would be suitable for garments for off-shore oil riggers, pesticide applicators, forestry personnel, hazardous waste disposal workers, military personnel, skiers, hikers, and pilots. The following properties were evaluated: stiffness, drape, abrasion resistance, air permeability, water resistance, tear resistance, breaking force and elongation, oil repellency, and soil release. These data provide a range of information on various properties that users of fabrics for prosective clothing need to be aware of in the selection of fabrics for garments. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBarrier materials. =650 \0$aProtective garments. =650 \0$aHazardous environments. =650 \0$aHazardous geographic environments. =650 \0$aNATURE$xNatural Disasters. =650 14$aProtective garments. =650 24$aBarrier materials. =650 24$aPerformance characteristics. =650 24$aHazardous environments. =700 1\$aShanley, LA.,$eauthor. =700 1\$aBellingar, T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11865J.htm =LDR 03106nab a2200565 i 4500 =001 JTE12311J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12311J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12311J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1/7765$223 =100 1\$aYoshida, N.,$eauthor. =245 10$aStaged Compression-Immersion Direct Shear Test on Compacted Crushed Mudstone /$cN. Yoshida, K. Enami, K. Hosokawa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThis paper introduces a staged compression-immersion-direct shear test carried out in order to deal with compressive settlement phenomena of compacted crushed mudstone during staged filling and due to immersion from the viewpoints of not only deformation but also shear strength deterioration. The test apparatus and procedure are described, and as an example, compacted crushed Kobe mudstone samples are tested. It is shown that as expected, the crushed Kobe mudstone samples compacted with 95% degree of compaction exhibit larger compressive settlement than those compacted with 100% degree of compaction during staged loading, and that only the former samples show additional compression due to immersion. Shear strength decreases due to immersion being accompanied with volume decrease, and the shear strength decrease and volume change are larger in the samples compacted with 95% degree of compaction. It is also indicative that the shear strength of the aggregate itself has a significant influence on the shear strength of its compacted samples. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMudstone. =650 \0$aImmersion. =650 \0$aSoftening. =650 \0$aDirect shear. =650 \0$aDeterioration. =650 \0$aStaged compression. =650 \0$aShear (Mechanics) =650 14$aStaged compression. =650 24$aImmersion. =650 24$aDirect shear. =650 24$aMudstone. =650 24$aDeterioration. =650 24$aSoftening. =700 1\$aEnami, K.,$eauthor. =700 1\$aHosokawa, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12311J.htm =LDR 02709nab a2200541 i 4500 =001 JTE12314J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12314J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12314J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA278 =082 04$a001.4/226$223 =100 1\$aHutchinson, TP.,$eauthor. =245 14$aThe Relation Between an Extreme Proportion and a Less Extreme Proportion, in the Context of the Comparability of Tests /$cTP. Hutchinson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aData are sometimes encountered consisting of the proportions of items falling into each of three ordered categories in a number of different circumstances. The examples in this paper concern properties of particulate material, such as the proportion of particles considered to be fractured. Methods are proposed for relating the proportion satisfying some stringent criterion (e.g., two or more fractured faces) to the proportion satisfying some less stringent criterion (e.g., one or more fractured faces). Emphasis is on methods whose success or otherwise can be seen graphically. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aParticle shape. =650 \0$aGraphical analysis. =650 \0$aOrdered categories. =650 \0$aComparability of tests. =650 \0$aFracturing of particles. =650 \0$aMultivariate analysis$xGraphical methods. =650 \0$aGrafische voorstellingen. =650 14$aComparability of tests. =650 24$aFracturing of particles. =650 24$aGraphical analysis. =650 24$aOrdered categories. =650 24$aParticle shape. =650 24$aTransformation to linearity. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12314J.htm =LDR 02993nab a2200589 i 4500 =001 JTE12307J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12307J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12307J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC173.59.G44 =082 04$a530.11$223 =100 1\$aSamba Siva Rao, G.,$eauthor. =245 10$aPlastic Instability and Mechanical Anisotropy of Textured Zinc /$cG. Samba Siva Rao, PS. Godavarti, ST. Mahmood, K. Linga Murty. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThe influence of the material parameters, strain hardening, and strain-rate hardening on the plastic instability of textured zinc sheets tested in uniaxial tension was investigated. The experimental instability strains are observed to be in accord with those evaluated from the analytical expressions involving the material parameters. The crystallite orientation distribution function obtained from the pole figure data is used in conjunction with a plasticity model to predict the anisotropy parameters (R and P) and subsequently the width strains in longitudinal and transverse zinc sheets. While the experimental R and P values matched well with those predicted for basal slip, the predicted width strains beyond uniform deformation are observed to be higher than the experimental values. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTensile. =650 \0$aTexture. =650 \0$aPlastic instability. =650 \0$aMechanical anisotropy. =650 \0$aHexagonal close packed. =650 \0$aAnisotropic crystals. =650 \0$aAnisotropy. =650 14$aMechanical anisotropy. =650 24$aTensile. =650 24$aTexture. =650 24$aSlip. =650 24$aPlastic instability. =650 24$aUniform and localized strains. =650 24$aHexagonal close packed. =700 1\$aGodavarti, PS.,$eauthor. =700 1\$aMahmood, ST.,$eauthor. =700 1\$aLinga Murty, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12307J.htm =LDR 03287nab a2200613 i 4500 =001 JTE12312J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12312J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12312J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273 =082 04$a519/.1$223 =100 1\$aProctor, CH.,$eauthor. =245 10$aOn Bounding a Near-Zero Probability When Zero Occurrences Appear in a Sample /$cCH. Proctor, SN. Luko. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aIn attribute sampling, it is sometimes the case that the investigator will report a "zero response" in the sample. This means that where a specific attribute has been defined, no occurrences having the attribute are observed in the sample. When this event occurs, it may be tempting to report a result of "zero defects" or simply that the attribute was not observed within the sample. It may even be concluded that defects are not to be expected from the process or lot since none were observed in the sample. This paper shows that this reasoning is false and shows how to bound the probability of future occurrence of a defined attribute, under various conditions of sampling, when zero occurrences are exhibited in a sample. Several common scenarios of sampling are considered, including sampling from a process, sampling finite or isolated lots, and sampling from a continuum. In addition, some common sampling problems such as errors of misclassification and autocorrelation are considered. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAutocorrelation. =650 \0$aBayesian analysis. =650 \0$aBeta distribution. =650 \0$aPoisson distribution. =650 \0$aBinomial distribution. =650 \0$aUpper confidence bound. =650 \0$aMisclassification error. =650 \0$aPoisson-Verteilung. =650 \0$aStochastic processes. =650 14$aUpper confidence bound. =650 24$aMisclassification error. =650 24$aBinomial distribution. =650 24$aHypergeometric distribution. =650 24$aPoisson distribution. =650 24$aAutocorrelation. =650 24$aBeta distribution. =650 24$aBeta-binomial distribution. =650 24$aBayesian analysis. =700 1\$aLuko, SN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12312J.htm =LDR 02371nab a2200469 i 4500 =001 JTE12315J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12315J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12315J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTT524 =082 04$a685.22$223 =100 1\$aChen, Y.,$eauthor. =245 10$aInstrumental Method to Evaluate Leather Compressive Properties /$cY. Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aAn instrumental attachment and testing method was developed on a QTest™ tensile tester to evaluate leather compressibility. Six types of leather including pig, deer, cow, emu, goat, and alligator, were tested in terms of compressive modulus, linearity, energy, resilience, and thickness. A linear function was proposed to characterize the relationship between logarithmic stress and strain. This enabled calculation of all initial compressive moduli for these leather samples. The instrumental obtained data helped comparison of the compressive properties among the leather samples. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLeather. =650 \0$aCompressive properties. =650 \0$aInstrumental measurement. =650 \0$aLeather garments. =650 14$aInstrumental measurement. =650 24$aCompressive properties. =650 24$aLeather. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12315J.htm =LDR 03094nab a2200577 i 4500 =001 JTE12309J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12309J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12309J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aOh, YJ.,$eauthor. =245 10$aDynamic Loading Fracture Tests of Ferritic Steel Using the Direct Current Potential Drop Method /$cYJ. Oh, JH. Kim, IS. Hwang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aTo apply the leak-before-break concept to nuclear piping, the dynamic strain aging of low alloy steel materials has to be considered. For this goal, J-R tests are needed over a range of temperatures and loading rates, including rapid dynamic loading conditions. In dynamic J-R tests, the unloading compliance method cannot be applied and usually the direct current potential drop (DCPD) method is used. But, the DCPD method is known to have a problem in defining the crack initiation point due to a potential peak that arises in the early part of loading of ferromagnetic materials. In this study, the characteristics of measured DC potential peaks were investigated for SA106 Gr. C piping steels, and the definition of crack initiation point was determined by backtracking from the physically-measured final crack length. It is proposed that this technique could be applied as an improved DCPD method applicable for the dynamic loading J-R test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBacktracking. =650 \0$aRapid loading. =650 \0$aDynamic loading. =650 \0$aLow alloy steel. =650 \0$aLeak-before-break. =650 \0$aDynamic strain aging. =650 \0$afracture mechanics. =650 14$aLeak-before-break. =650 24$aDirect current potential drop. =650 24$aDynamic loading. =650 24$aBacktracking. =650 24$aLow alloy steel. =650 24$aDynamic strain aging. =650 24$aRapid loading. =700 1\$aKim, JH.,$eauthor. =700 1\$aHwang, IS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12309J.htm =LDR 03292nab a2200541 i 4500 =001 JTE12306J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12306J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12306J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.12 =082 04$a620.1/123$223 =100 1\$aGomez, JT.,$eauthor. =245 10$aPhotoelastic Evaluation of Stress Fields and Fracture During Dynamic Splitting Experiments /$cJT. Gomez, A. Shukla, A. Sharma. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aDynamic tensile-splitting experiments were conducted on brittle polyester disks, manufactured from Homalite ®-100, to photoelastically visualize stress field development in the specimens and, ultimately, specimen fracture. A Split Hopkinson Pressure Bar (SHPB) was used to load the specimen dynamically and record load data as a function of time. Images of the stress field were captured with high-speed photography and interpreted using photoelastic analysis. The experiments determined that the specimens reached an equilibrium state relatively quickly, and remained in equilibrium until fracture. Fracture began with in-plane cracks forming on either side of the specimen. Transverse cracks emanated from the in-plane cracks, then propagated across the specimen mid-plane at velocities up to 60% of the shear wave velocity in the material. Contact loads calculated from photoelasticity agreed favorably with SHPB results. These experiments also allowed for the determination of the dynamic splitting strength of the Homalite ®-100 as a function of strain rate. The dynamic splitting strength of the material increased with the increasing strain rate, reaching a maximum value of about twice the static splitting strength. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPhotoelasticity. =650 \0$aTensile strength. =650 \0$aDynamic splitting. =650 \0$aHigh-speed photography. =650 \0$aElasticity. =650 \0$aPlastic coating. =650 14$aPhotoelasticity. =650 24$aSplit Hopkinson Pressure Bar. =650 24$aTensile strength. =650 24$aDynamic splitting. =650 24$aHigh-speed photography. =700 1\$aShukla, A.,$eauthor. =700 1\$aSharma, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12306J.htm =LDR 02643nab a2200493 i 4500 =001 JTE12313J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12313J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12313J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.22 =082 04$a620.1/1233$223 =100 1\$aLing, X.,$eauthor. =245 10$aMeasurement of Creep Damage by the Natural Frequency Method /$cX. Ling, S-t Tu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThe natural frequency method (NFM), a novel approach for the measurement of creep damage, is proposed in this paper. The technique, with instrument configuration and experimental procedure, is described in detail. The application of the approach has been made on 25Cr20Ni steel, widely used for furnace tubes. The measured results of creep damage show good agreement with theoretical predictions. The critical damage value ?cr of 25Cr20Ni also has been obtained by the proposed approach. Compared with the current density method and the loading and unloading method, NFM has many advantages, such as higher accuracy, simpler apparatus, and better repeatability. On the basis of NFM, an efficient approach can be given for life prediction and extension of high temperature components. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep damage. =650 \0$aCritical damage value. =650 \0$acreep. =650 \0$aMaterials$xCreep. =650 14$aCreep damage. =650 24$aNatural frequency method (NFM) =650 24$a25Cr20Ni steel. =650 24$aCritical damage value. =700 1\$aTu, S-t,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12313J.htm =LDR 02385nab a2200553 i 4500 =001 JTE12305J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12305J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12305J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aCarlson, RL.,$eauthor. =245 13$aAn Extrapolation Method for Estimating Crack Growth Rate Confidence Intervals from Small Fatigue Crack Data /$cRL. Carlson, MD. Halliday. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aSmall fatigue crack growth data for the aluminum alloy 6061-T651 are analyzed to obtain confidence intervals for the mean crack growth rate as a function of crack length. Results of an extrapolation procedure are presented to illustrate how variations in crack size and elapsed load cycles in the early stages of crack growth may be examined. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aScatter. =650 \0$aSmall cracks. =650 \0$aExtrapolation. =650 \0$aConfidence intervals. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFatigue. =650 24$aSmall cracks. =650 24$aScatter. =650 24$aConfidence intervals. =650 24$aExtrapolation. =700 1\$aHalliday, MD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12305J.htm =LDR 04117nab a2200517 i 4500 =001 JTE12310J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12310J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12310J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aSabaaly, PE.,$eauthor. =245 10$aInfluence of Hot-Mix Asphalt Parameters on the Correction Factors of the Ignition Oven Test /$cPE. Sabaaly, O. Abdel-Magied, M. Dunn, W. Brinkmeyer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThe ignition oven method has been gaining popularity because of its applicability to both laboratory and field conditions, its nondependency on chemicals, and its ability to evaluate both binder content and aggregate gradations. However, the use of this method requires the careful determination of correction factors for both binder content and aggregate gradations. The need for such correction factors stems from the fact that most aggregates experience a certain level of weight loss as they are subjected to elevated temperatures. These weight losses must be accounted for in order to accurately determine the binder content and aggregate gradation of HMA mixtures. It is well accepted that the most important step of the ignition oven test is the determination of an accurate correction factor. The implementation of the ignition oven method requires the highway agency to assess the performance of the local materials with the test procedure and to identify the mixture parameters that significantly impact the determined correction factor. In preparation for the implementation of the ignition oven test, the Nevada Department of Transportation (NDOT) conducted an extensive laboratory testing program to assess the impact of the various mix parameters on the determination of the correction factors. The experiment included aggregate source, binder type, lime, and testing temperature. This paper analyzes the data generated from the NDOT experiment and evaluates the impact of each of the considered factors on the correction factor. In summary, the analysis of the data generated in the NDOT experiment showed that the aggregate source and the addition of lime have the most significant impact on the determined correction factor followed by the temperature and binder type. However, if during a field project the binder or the method of lime application changes, this change would not require the determination of a new correction factor. The data also showed that the blank aggregate method would generate correction factors that are less variable than the known asphalt content method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAggregate. =650 \0$aHot mix asphalt. =650 \0$aIgnition oven method. =650 \0$aasphalt pavements. =650 \0$aPolymers$xMechanical properties. =650 14$aHot mix asphalt. =650 24$aAggregate. =650 24$aIgnition oven method. =700 1\$aAbdel-Magied, O.,$eauthor. =700 1\$aDunn, M.,$eauthor. =700 1\$aBrinkmeyer, W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12310J.htm =LDR 03198nab a2200577 i 4500 =001 JTE12308J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12308J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12308J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aUllrich, G.,$eauthor. =245 10$aApplication of a Relativistic Conservation Equation to Crack Initiation /$cG. Ullrich. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aGiven the load versus deformation diagram, including the load maximum of a specimen with a known stress intensity factor, the initiation of stable crack growth can be calculated exactly from measurement results by introducing equations analogous to those found in the theory of general relativity. This can be done by means of the two-observer principle. A point on the plastic curve can be equivalently correlated to a given point on the elastic curve. In deriving the equivalence, it can be seen that the different geometrical configurations with respect to the loading direction and the crack plane have to be modified by the introduction of a factor. It was found that this factor is analogous to the Doppler effect (Lorentz transformation.) The agreement of the mathematical procedure using analytical functions with the experimental results (potential-drop technique) has been found to be excellent, using qualified steels. For those materials with significant deformation before crack initiation, the agreement between mathematical procedure and experiment is less good. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-integral. =650 \0$aTension testing. =650 \0$aBrittle fracture. =650 \0$aCrack initiation. =650 \0$aFracture toughness. =650 \0$aRelativistic equation. =650 \0$aLorentz transformation. =650 \0$afracture mechanics. =650 \0$aFracture of materials. =650 14$aBrittle fracture. =650 24$aCrack initiation. =650 24$aFracture toughness. =650 24$aJ-integral. =650 24$aLorentz transformation. =650 24$aRelativistic equation. =650 24$aTension testing. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12308J.htm =LDR 02487nab a2200517 i 4500 =001 JTE11030J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11030J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11030J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK9207.5 =082 04$a621.48/332$223 =100 1\$aSinha, AK.,$eauthor. =245 10$aMonitoring of Oxide Layer Thickness on Zircaloy-2 by the Eddy Current Test Method /$cAK. Sinha, BK. Shah, PG. Kulkarni. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aTo ensure adequate wear resistance on some of the nuclear reactor components made of Zircaloy-2, a uniform thick buff oxide layer is desirable. Commonly used methods to evaluate oxide thickness (i.e., metallography and weight gain) have certain limitations. In this paper, results of eddy current (ECT) monitoring as a function of oxide layer thickness (determined metallographically) on Zircaloy-2 surface have been reported. A linear correlation between ECT response and oxide layer thickness has been established. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOxide layer. =650 \0$aEddy current test. =650 \0$aZircaloy-2. =650 \0$aZirconium alloys. =650 \0$aNuclear fuel claddings. =650 14$aEddy current test. =650 24$aNondestructive test method. =650 24$aOxide layer. =650 24$aZircaloy-2. =700 1\$aShah, BK.,$eauthor. =700 1\$aKulkarni, PG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11030J.htm =LDR 01862nab a2200433 i 4500 =001 JTE11037J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11037J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11037J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.5 =082 04$a624.1/51$223 =100 1\$aRao, GJ.,$eauthor. =245 10$aResponse to Discussion of :$b"Determination of Calibration Constants for Hole Drilling Technique Using Special Strain Gage Rosette" /$cGJ. Rao, KR. Sankar, R. Narayanan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSoil penetration test$xEquipment and supplies$xCalibration. =650 \0$aDrilling and boring machinery$xTesting. =650 \0$aEnergy transfer. =700 1\$aSankar, KR.,$eauthor. =700 1\$aNarayanan, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11037J.htm =LDR 02174nab a2200493 i 4500 =001 JTE11033J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11033J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11033J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.A6 =082 04$a620.1/86$223 =100 1\$aBeaver, PW.,$eauthor. =245 10$aJ-Integral Testing of Aluminum Alloys :$bA New Technique for Marking Crack Fronts /$cPW. Beaver. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aAn important aspect of the standardized JIc test method is the measurement of the amount of crack extension as a function of load. The usual method of marking crack fronts for subsequent measurement in a luminum alloys is to fatigue cycle after initial static crack extension. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAluminum alloys. =650 \0$aJ-integral testing. =650 \0$aCrack front marking. =650 \0$aAluminumalloys. =650 \0$aMetals$xHeat treatment. =650 14$aJ-integral testing. =650 24$aAluminum alloys. =650 24$aCrack front marking. =650 24$aMultiple specimen technique. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11033J.htm =LDR 03022nab a2200517 i 4500 =001 JTE11028J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11028J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11028J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA645 =082 04$a624.1/7$223 =100 1\$aJohnson, WS.,$eauthor. =245 10$aStress Analysis of the Cracked-Lap-Shear Specimen :$bAn ASTM Round-Robin /$cWS. Johnson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (22 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b35 =520 3\$aAn ASTM round-robin was conducted to evaluate the state of the art in stress analysis of adhesively bonded joint specimens. Specifically, the participants were asked to calculate the strain-energy-release rate for two different geometry cracked-lap-shear (CLS) specimens at four different debond lengths. The various analytical techniques consisted of two- and three-dimensional finite element analysis, beam theory, plate theory, and a combination of beam theory and finite element analysis. The results were examined in terms of the total strain-energy-release rate and the Mode I to Mode II ratio as a function of debond length for each specimen geometry. These results basically clustered into two groups: geometric linear or geometric nonlinear analysis. The geometric nonlinear analysis is required to properly analyze the CLS specimens. The three-dimensional finite element analysis gave indications of edge closure plus some Mode III loading. Each participant described their analytical technique and results. Nine laboratories participated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRound-robin. =650 \0$aAdhesive joints. =650 \0$aStress analysis. =650 \0$aStrains and stresses. =650 \0$aStructural analysis (Engineering) =650 14$aAdhesive joints. =650 24$aStress analysis. =650 24$aStrain-energy-release rates. =650 24$aGeometric nonlinear analysis. =650 24$aRound-robin. =650 24$aCracked-lap-shear specimen. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11028J.htm =LDR 02724nab a2200517 i 4500 =001 JTE11032J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11032J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11032J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126$223 =100 1\$aColas, R.,$eauthor. =245 10$aStrain Distribution and Temperature Increase During Plane Strain Compression Testing /$cR. Colas, CM. Sellars. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe strain distribution, the temperature evolution during and after testing, and the temperature gradients developed during deformation have been determined in specimens tested in plane strain compression at different strain rates. It is found that the strain distribution patterns are determined by the geometrical configuration of the material during deformation and are not affected by the strain rate. However, the range of variation of local strains within a specimen does increase at high strain rate. This increase is attributed to localized increases of temperature. It is shown that local variations in temperature are measured as a thermocouple crosses an active slip line field. Implications for metallographic studies are drawn. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHot workability. =650 \0$aHigh strain rate. =650 \0$aHigh temperature. =650 \0$aAdiabatic heating. =650 14$aPlane strain compression tests. =650 24$aHigh temperature. =650 24$aHigh strain rate. =650 24$aHot workability. =650 24$aStrain distribution patterns. =650 24$aAdiabatic heating. =700 1\$aSellars, CM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11032J.htm =LDR 01709nab a2200421 i 4500 =001 JTE11038J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11038J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11038J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTG360 =082 04$a624/.1821$223 =100 1\$aKlepaczko, JR.,$eauthor. =245 10$aDiscussion of, and Response to, "Investigation of Dynamic JId for Alloy Steel Weldments Using the Split Hopkinson Bar" /$cJR. Klepaczko. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteel$xWelding. =650 \0$aFatigue strength. =650 \0$aWeldments. =650 \0$aBeams. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11038J.htm =LDR 02510nab a2200457 i 4500 =001 JTE11031J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11031J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11031J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHV5824.W6 =082 04$a362.29/82/0820973$223 =100 1\$aKirk, MT.,$eauthor. =245 10$aCompliance Expression for the Middle Cracked Tension Specimen :$b2a/W f(EBV/P) /$cMT. Kirk. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aA compliance equation expressing crack length as a function of normalized compliance for the middle cracked tension specimen is developed for cracks ranging from 20 to 80% of the total specimen width. Relations are given for use over various displacement gage lengths and for materials having a Poisson's ratio between 0.2 and 0.5. These equations are based on the earlier work of Efits and Liebowitz. The equation developed compares well with this previous work, particularly for short displacement gage lengths where the maximum crack length estimation sensitivity is achieved. Further, the equation matches experimental data as well as the original work, having an average difference of 5% for all crack lengths considered. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompliance equation. =650 \0$aCrack(Drug) =650 \0$aCrack. =650 \0$aCrackCocaine. =650 14$aCompliance equation. =650 24$aMiddle cracked tension [M(T)] specimen. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11031J.htm =LDR 02653nab a2200529 i 4500 =001 JTE11034J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11034J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11034J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN756 =082 04$a669.1$223 =100 1\$aTarby, SK.,$eauthor. =245 12$aA Statistical Analysis of the Notch Toughness of 9% Nickel Steels Obtained from Production Heats /$cSK. Tarby, RD. Stout. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aStorage tanks for liquefied natural gas are constructed from 9% nickel steel. A collection of over 600 production heat sheets from producers in Europe, Japan, and the United States was assembled and analyzed to establish the trend in changes of composition and mechanical properties which have taken place in the production of these steels over the past 15 years. Generally, enhancement of the toughness of 9% nickel steels has been attained by lowering impurity levels. In fact, Charpy notch toughness values at 77K (-196°C) far in excess of the ASTM minimum requirement of 27 J are now consistently obtained in production. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aProduction heats. =650 \0$aStatistical analysis. =650 \0$aCharpy notch toughness. =650 \0$aSecond-order regression. =650 \0$aNickelsteel. =650 \0$aIron-nickelalloys. =650 14$aCharpy notch toughness. =650 24$a9% nickel steels. =650 24$aProduction heats. =650 24$aStatistical analysis. =650 24$aSecond-order regression. =700 1\$aStout, RD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11034J.htm =LDR 02553nab a2200553 i 4500 =001 JTE11029J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11029J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11029J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96142$223 =100 1\$aMills, WJ.,$eauthor. =245 10$aNear-Threshold Fatigue Crack Growth Behavior for 316 Stainless Steel /$cWJ. Mills, LA. James. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aFatigue crack growth threshold behavior of Type 316 stainless steel was studied in air at 24°C to evaluate the effects of load-shedding rate and specimen geometry on ultra-low crack growth rates. Load-shedding rates greater than the maximum rate recommended in the proposed ASTM test procedure were found to have no substantial effect on the threshold behavior. At very low ?K levels, crack growth rates were apparently dependent on environmental effects and the degree of plastic constraint. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStainless steel. =650 \0$aCrack propagation. =650 \0$aFracture mechanics. =650 \0$aFatigue (materials) =650 \0$aCrack growth threshold. =650 \0$aSteel. =650 \0$aSteel$xMetallurgy. =650 \0$aSteel$xMetallography. =650 14$aFatigue (materials) =650 24$aCrack propagation. =650 24$aStainless steel. =650 24$aCrack growth threshold. =650 24$aFracture mechanics. =700 1\$aJames, LA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11029J.htm =LDR 02864nab a2200589 i 4500 =001 JTE11035J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11035J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11035J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD501 =082 04$a547.1/36$223 =100 1\$aWickström, U.,$eauthor. =245 10$aPrediction of Heat Release Rates of Surface Materials in Large-Scale Fire Tests Based on Cone Calorimeter Results /$cU. Wickström, U. Göransson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aA simple theory is suggested for the important fire engineering problem of predicting large-scale test fires of surface materials based on information obtained from small-scale tests. Ignition time and heat release rate history obtained from cone calorimeter tests are input to a straightforward numerical model that predicts the heat release rate history of a product when tested in the standardized large-scale room/corner test. A constant heat output rate of the ignition source, as suggested by NORDTEST, is, however, necessary; the original ASTM method prescribes varying output rates which makes the type of analysis suggested here impossible. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFire tests. =650 \0$aFull-scale test. =650 \0$aSmall-scale test. =650 \0$aCorrelation study. =650 \0$aMathematical model. =650 \0$aRate of heat release. =650 \0$aBombcalorimeter. =650 \0$aOrganic compounds. =650 \0$aThermodynamics. =650 14$aFire tests. =650 24$aCombustible lining materials. =650 24$aRate of heat release. =650 24$aSmall-scale test. =650 24$aFull-scale test. =650 24$aCorrelation study. =650 24$aMathematical model. =700 1\$aGöransson, U.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11035J.htm =LDR 02808nab a2200577 i 4500 =001 JTE11036J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11036J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11036J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH9565 =082 04$a363.37$223 =100 1\$aHarmathy, TZ.,$eauthor. =245 10$aComparison of Severity of Exposure in ASTM E 119 and ISO 834 Fire Resistance Tests /$cTZ. Harmathy, MA. Sultan, JW. MacLaurin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aUsing specimens similar to those described in the draft revision of ASTM E 119, tests were conducted in floor and wall fire test furnaces. The tests were designed to compare the practical consequences of following the ASTM E 119 and ISO 834 specifications for measuring and controlling the nominal furnace temperature. It has been found that in fire tests of shorter duration, perhaps up to 1.5 h, the ASTM test is slightly more severe than the ISO test. In longer tests the difference in severities is negligible. Some observations concerning the non-uniformity of heat absorption by the test specimen point to the importance of proper furnace design in the satisfactory performance of test furnaces. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aISO 834. =650 \0$aFire exposure. =650 \0$aFire severity. =650 \0$aFurnace design. =650 \0$aFire test furnaces. =650 \0$aFireresistance. =650 \0$aData. =650 \0$aBuilding construction. =650 14$aASTM E 119. =650 24$aISO 834. =650 24$aFire exposure. =650 24$aFire severity. =650 24$aFire test furnaces. =650 24$aFurnace design. =700 1\$aSultan, MA.,$eauthor. =700 1\$aMacLaurin, JW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11036J.htm =LDR 03224nab a2200529 i 4500 =001 JTE12129J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12129J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12129J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aLi, M.,$eauthor. =245 13$aAn On-Line Correction Technique of Random Loading with a Real-Time Signal Processor for a Laboratory Fatigue Test /$cM. Li, Y-S Wu, B-H Xu, W. Jia, W. Zhao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe authors present an application of the Solartron 1200 Real Time Signal Processor to correcting the on-line random loading in a fatigue test system. By inputting a power spectrum described by a data file to a computer, its corresponding random process may be simulated. Since the processor is connected with a computer, results of signal processing done by the processor are sent to the computer periodically during the test. The computer performs pattern matching using the correlation coefficient value (CCV) between a loading spectrum and its predetermined target. If a CCV exceeds its threshold, the old data file will be replaced with a new one and the random loading exerted on a specimen will be updated. When the new data file is obtained based on optimal control strategy, the updated loading spectrum will approach its target. Therefore, an electrohydraulic fatigue test system equipped with a real-time signal processor can realize an on-line correction of a random loading based on the target spectrum desired. Since this updating does not change the original software package and hardware of the system, the performance of the system and testing quality are safely improved. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue test. =650 \0$aOptimal control. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFatigue test. =650 24$aOn-line correction of random loading. =650 24$aOptimal control. =700 1\$aWu, Y-S,$eauthor. =700 1\$aXu, B-H,$eauthor. =700 1\$aJia, W.,$eauthor. =700 1\$aZhao, W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12129J.htm =LDR 02560nab a2200457 i 4500 =001 JTE12130J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12130J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12130J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD892 =082 04$a620.2/3$223 =100 1\$aMurphy, JF.,$eauthor. =245 10$aTransverse Vibration of a Simply Supported Frustum of a Right Circular Cone /$cJF. Murphy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aPresently, there is no efficient mechanical method in the United States to sort small-diameter logs. This paper explores the problem theoretically using transverse vibration as one such method. The numerical solution to the frequency equation for the transverse vibration of a simply-supported frustum of a right circular cone is found. We refer to this solid as a tapered cylinder with constant taper. The numerical solution is found as a function of cylinder taper, and an approximation to the solution of the frequency equation for slight taper is presented and compared with the numerical solution. This simple yet accurate approximation is most useful to determine the tapered cylinder's flexural stiffness or modulus of elasticity by freely vibrating a simply supported tapered cylinder. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSmall-diameter logs. =650 \0$aTransverse vibration. =650 \0$aVibration. =650 \0$aNoise control. =650 14$aTransverse vibration. =650 24$aSmall-diameter logs. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12130J.htm =LDR 02405nab a2200517 i 4500 =001 JTE12131J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12131J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12131J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH324.9.S62 =082 04$a574.1/92/028$223 =100 1\$aBurgess, G.,$eauthor. =245 10$aEvaluation of the Gavarti Associates-Comprehensive Abrasion Tester /$cG. Burgess, P. Singh, E. Knudsen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aThe GA-CAT (Gavarti Associates-Comprehensive Abrasion Tester) was put through sensitivity and repeatability studies to determine the variability associated with the machine. This was done to evaluate its ability to detect differences in quality within a batch of production run labels. The results showed that repeatability was poor so that quality variations in labels could not be assessed. The focus of the study therefore shifted to evaluating the causes of machine variability. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLabels. =650 \0$aAbrasion. =650 \0$aRepeatability. =650 \0$aSpin labels. =650 \0$aMolecular biology$xTechnique. =650 14$aAbrasion. =650 24$aLabels. =650 24$aRepeatability. =650 24$aASTM D 5181. =700 1\$aSingh, P.,$eauthor. =700 1\$aKnudsen, E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12131J.htm =LDR 03472nab a2200589 i 4500 =001 JTE12162J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12162J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12162J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA278.2 =082 04$a519.5/36$223 =100 1\$aSaucedo-Muñoz, ML.,$eauthor. =245 10$aDevelopment of a Multiple Linear Regression Model to Estimate the Ductile-Brittle Transition Temperature of Ferritic Low-Alloy Steels Based on the Relationship Between Small Punch and Charpy V-Notch Tests /$cML. Saucedo-Muñoz, T. Matsushita, T. Hashida, T. Shoji, H. Takahashi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe transition temperatures of Cr-0.5Mo, Cr-Mo, and Cr-Mo-V steels were determined using the Charpy V-notch (CVN) and the small punch (SP) tests. It was confirmed that there was a linear correlation between the transition temperature of ductile-brittle behavior determined by the Charpy V-notch test and that obtained from the small punch test. However, the estimation of CVN transition temperature by means of this linear equation is not completely reliable because of the large experimental scatter of data. In order to improve the reliability of the transition temperature estimation, a multiple linear regression (MLR) analysis was conducted to evaluate the effect of different variables of the manufacturing process and service conditions. This analysis permitted the determination of the following regression equation: CVNDBTT=1.35SPDBTT-0.84x103d-1/2+326. This equation enables one to assess more accurately the transition temperature corresponding to the Charpy V-notch test using that of the small punch test and the austenitic grain size, expressed by d-1/2. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMechanical tests. =650 \0$aSmall punch test. =650 \0$aCharpy V-notch test. =650 \0$aRegression analysis. =650 \0$aFerritic low-alloy steels. =650 \0$aEconometrics. =650 \0$aRegressieanalyse. =650 14$aMechanical tests. =650 24$aCharpy V-notch test. =650 24$aSmall punch test. =650 24$aDuctile-brittle transition temperature. =650 24$aFerritic low-alloy steels. =650 24$aRegression analysis. =700 1\$aMatsushita, T.,$eauthor. =700 1\$aHashida, T.,$eauthor. =700 1\$aShoji, T.,$eauthor. =700 1\$aTakahashi, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12162J.htm =LDR 02942nab a2200541 i 4500 =001 JTE12125J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12125J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12125J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH201 =082 04$a502.82$223 =100 1\$aHashimoto, A.,$eauthor. =245 10$aEstimation of Particle Size Distribution in Materials in the Case of Spheroidal Particles Using Quantitative Microscopy /$cA. Hashimoto, T. Miyazaki, H. Kang, H. Noguchi, K. Ogi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aIn this paper, an estimation method is proposed for the size distribution of particles in materials. The configuration of particles is assumed to be spheroidal and all observed information is gathered from cutting planes. The apparent size distribution measured from 2D is corrected to the 3D true size distribution, then the expected size distribution can be estimated from a small size up to an extreme size. This estimation method is most versatile, and involves Saltycov's method and extreme statistics at the same time. The procedure is applied to an artificial material with a given particle size distribution in computer simulation in order to examine its validity. The estimated results are compared with the given distribution, and the validity of the method is confirmed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNumerical simulation. =650 \0$aQuantitative microscopy. =650 \0$aNondestructive inspection. =650 \0$aDiagnostic Imaging. =650 \0$aMicroscopy$vPeriodicals. =650 14$aNondestructive inspection. =650 24$aParticle size distribution. =650 24$aNumerical simulation. =650 24$aQuantitative microscopy. =700 1\$aMiyazaki, T.,$eauthor. =700 1\$aKang, H.,$eauthor. =700 1\$aNoguchi, H.,$eauthor. =700 1\$aOgi, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12125J.htm =LDR 03185nab a2200565 i 4500 =001 JTE12124J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12124J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12124J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aSavas, TP.,$eauthor. =245 10$aFatigue and Stress Analysis of a Novel Test Coupon Geometry Developed for Hydraulic Pressure Impulse Testing /$cTP. Savas, JC. Earthman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aPressure impulse fatigue testing of a novel test coupon geometry was conducted to simulate hydraulic flight con trol manifolds under multiaxial stress conditions. The configuration of the coupon was particularly useful for evaluating complex multiaxial stress states and for comparing the impulse fatigue performance of different types of alloys under conditions of high stress concentration. In this article, three-dimensional linear elastic finite element analyses are presented to quantify the von Mises equivalent and maximum principal stress distributions at the stress-critical regions. Fatigue life results using the present coupon geometry are provided for two high-strength aluminum alloy variants, including Types 7075 and 6013. Post-test macroscopic and scanning electron microscopy examinations are presented to characterize the fatigue fractures and to show that fatigue crack initiation takes place at the maximum stress locations as predicted by finite element analysis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStress analysis. =650 \0$aType 6013 alloy. =650 \0$aType 7075 alloy. =650 \0$aFinite element modeling. =650 \0$aMultiaxial stress states. =650 \0$afinite element analysis. =650 \0$aStructural analysis (Engineering) =650 14$aPressure impulse fatigue testing. =650 24$aFinite element modeling. =650 24$aMultiaxial stress states. =650 24$aHigh-strength aluminum alloys. =650 24$aStress analysis. =650 24$aType 7075 alloy. =650 24$aType 6013 alloy. =700 1\$aEarthman, JC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12124J.htm =LDR 02688nab a2200505 i 4500 =001 JTE12128J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12128J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12128J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA459 =082 04$a620.1623$223 =100 1\$aPandian, NS.,$eauthor. =245 10$aLeaching Behavior of Indian Fly Ashes by an Oedometer Method /$cNS. Pandian, S. Balasubramonian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThermal power stations use pulverized coal as fuel, producing enormous quantities of ash as a by-product of combustion. Currently, with very low utilization of the ash produced, the ash deposits at the thermal power stations are increasing rapidly. The disposal problem is expected to become alarming due to the limited space available for ash disposal near most thermal power stations. Among the various applications available for the use of fly ash, geotechnical application offers opportunity for its bulk utilization. However, the possibility of ground and surface water contamination due to the leaching of toxic elements present in the fly ash needs to be addressed. This paper describes a study carried out on two Indian fly ashes. It is found that pH is the controlling factor in the leaching behavior of fly ashes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFly ash. =650 \0$aLeaching. =650 \0$aFree lime. =650 \0$aTrace metals. =650 \0$aAlloys$xCorrosion. =650 14$aLeaching. =650 24$aTrace metals. =650 24$aFree lime. =650 24$aFly ash. =700 1\$aBalasubramonian, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12128J.htm =LDR 02938nab a2200529 i 4500 =001 JTE12127J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12127J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12127J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1570 =082 04$a621.36/78$223 =100 1\$aChrzanowski, K.,$eauthor. =245 10$aTesting of Thermal Imagers for Nondestructive Thermal Testing Applications /$cK. Chrzanowski, J. Fischer, B. Gutschwager, W. Wrona. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aOne of the important areas of application of commercial thermal imagers is nondestructive thermal testing. An analysis of two standards published by the American Society for Testing and Materials describing measurement procedures of the minimum resolvable temperature difference (MRTD) and the minimum detectable temperature difference (MDTD) was made in this paper. It was shown that in the case of modern thermal imagers, the measurement results of these parameters carried out according to the ASTM recommendations may be unreliable. Proposals to update the standards and to enable accurate measurement of the parameters mentioned above are presented. A laboratory setup for measurement of the MRTD and the MDTD that fulfills requirements of the proposals is described. Measurement results of the parameters for a modern commercial imager according to updated procedures are presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aThermal imager. =650 \0$aInfrared analysis. =650 \0$aNondestructive testing. =650 \0$aTemperature measurement. =650 \0$aThermography. =650 14$aNondestructive testing. =650 24$aTemperature measurement. =650 24$aThermal imager. =650 24$aInfrared analysis. =700 1\$aFischer, J.,$eauthor. =700 1\$aGutschwager, B.,$eauthor. =700 1\$aWrona, W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12127J.htm =LDR 03384nab a2200577 i 4500 =001 JTE12126J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12126J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12126J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aDivinsky, M.,$eauthor. =245 10$aRepeatability Analysis of Road Roughness Measurements /$cM. Divinsky. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aA roughness of the road profile as an inherent pavement surface characteristic is of importance in pavement management. Roughness measurements are used for dividing the road section into statistically homogeneous units, establishing the preferences for maintenance and rehabilitation, and in other aspects of pavement surface characterization. Roughness characteristics are variable, and the method of obtaining the measurements as well as equipment specifications have significant effect on the processing and interpretation of the results. The most basic aspect of measurement capability is repeatability, and the measurement system cannot be accepted without a relatively high level of repeatability. For the purposes of repeatability studies, paired series of roughness measurements have been collected at the Israeli Public Works Department at the same road section under the same conditions for the section, device, and operator. The results of the repeatability studies include descriptions of statistical peculiarities of roughness measurements for each profile involved in the analysis, mutual behavior of compared measurements, as well as repeatability characteristics of the measurement system. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMeasurement system. =650 \0$aRepeatability studies. =650 \0$aRoughness measurements. =650 \0$aRandom process structure. =650 \0$aSpectral characteristics. =650 \0$aLongitudinal road profile. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aPavement surface characteristics. =650 24$aLongitudinal road profile. =650 24$aRoughness measurements. =650 24$aMeasurement system. =650 24$aRepeatability studies. =650 24$aRandom process structure. =650 24$aSpectral characteristics. =650 24$aStatistical peculiarities. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12126J.htm =LDR 02623nab a2200505 i 4500 =001 JTE12123J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12123J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12123J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC321 =082 04$a536/.2012$223 =100 1\$aManohar, K.,$eauthor. =245 10$aMeasurement of Apparent Thermal Conductivity by the Thermal Probe Method /$cK. Manohar, DW. Yarbrough, JR. Booth. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThree thermal probes were constructed in accordance with ASTM D 5334 and calibrated using heat-flow metre data. The temperature-time response of the thermal probes for determining apparent thermal conductivity ? under transient state conditions was logged at 1 s intervals. The instrumentation used reduced the determinate error associated with voltage and current measurements to a negligibly small value that made the uncertainty in ? dependent on the uncertainty of the slope dT/dlnt. A test method was run in 1000 s, in which a criterion of 2.5% spread among three consecutive slope values was used to determine the extent of the linear segment of the T-ln t curve. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aThermal probe. =650 \0$aLine source method. =650 \0$aThermal conductivity. =650 \0$aHeat$xConduction. =650 \0$aMaterials$xThermal properties. =650 14$aThermal probe. =650 24$aThermal conductivity. =650 24$aLine source method. =700 1\$aYarbrough, DW.,$eauthor. =700 1\$aBooth, JR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12123J.htm =LDR 03034nab a2200553 i 4500 =001 JTE12122J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12122J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12122J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aWoods, TO.,$eauthor. =245 10$aCyclic Loading and Creep of Intracranial Aneurysm Clips /$cTO. Woods. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aIntracranial aneurysm clips are used to clamp closed a portion of a blood vessel in order to prevent the rupture of cerebrovascular aneurysms. After implantation, the clips are subjected to stress, produced by the clamped tissue, in a corrosive environment. Aneurysm clips can fail by fracture or by loosening and slippage, and a failure can result in death if the aneurysm ruptures. Previous research has shown that the force required to open an aneurysm clip may decrease with repeated openings. The influence of repeated loadings on the ultimate survivability of the clip is not known. Factors such as creep and stress relaxation, which may cause a clip to loosen or slip after implantation, have not been studied. Standard test methods do not address these performance characteristics. The objective of this research is to develop test methods to investigate the cyclic load-displacement and creep behavior of intracranial aneurysm clips in both air and a simulated physiologic environment. Results of testing aneurysm clips with three spring geometries are given. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aFatigue. =650 \0$aCorrosion. =650 \0$aCyclic loading. =650 \0$aMechanical testing. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aIntracranial aneurysm clips. =650 24$aCyclic loading. =650 24$aCreep. =650 24$aMechanical testing. =650 24$aFatigue. =650 24$aCorrosion. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12122J.htm =LDR 03031nab a2200553 i 4500 =001 JTE20140028 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140028$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140028$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE75 =082 04$a666.9$223 =100 1\$aSoares, A.,$eauthor. =245 10$aUse of Non-Standard Specimens to Study the Compressive Strength of Multi-Coat Renders /$cA. Soares, I. Flores-Colen, J. de Brito. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aThe compressive strength of coating mortars is considered a fundamental property in most standards and is one of the properties most frequently determined in the laboratory. There are as yet only a few studies on evaluating the compressive strength of coating mortar from specimens collected in situ. This paper analyzes the possibility of correlating non-standard specimens, prepared in laboratory with several coats, with cores extracted from prototypes of brick coated with mortar (traditional and premixed) through the pull-off technique. The results enable us to conclude that the use of those non-standard specimens (with different thickness and various layers) instead of standard ones (specimens with 40 x 160 x 160 mm3, with only one mortar) can be a closer-to-reality alternative to study the compressive strength of renders, particularly those that are applied in more than one coat as traditional renders are. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCores. =650 \0$aCoating mortars. =650 \0$aCompressive strength. =650 \0$aIn-service performance. =650 \0$aNon-standard specimens. =650 \0$aMortar$vTesting. =650 \0$aPortland cement$vAnalysis. =650 14$aCoating mortars. =650 24$aIn-service performance. =650 24$aCompressive strength. =650 24$aCores. =650 24$aNon-standard specimens. =700 1\$aFlores-Colen, I.,$eauthor. =700 1\$ade Brito, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140028.htm =LDR 03278nab a2200505 i 4500 =001 JTE20130256 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130256$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130256$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA715 =082 04$a624.152$223 =100 1\$aZabielska-Adamska, Katarzyna,$eauthor. =245 10$aDynamic CBR Test to Assess the Soil Compaction /$cKatarzyna Zabielska-Adamska, Maria J. Sulewska. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aEarth structures require appropriate soil compaction, commonly assessed using the Proctor methods. In the case of cohesive soil and fly ash, whose permeability and mechanical properties depend on moisture content at compaction, compaction degree (% of maximum compaction) should not be the only parameter of estimation of soil compaction. Therefore, for such materials the California Bearing Ratio (CBR) could be used as a method of compaction assessment and an indicator of soil bearing capacity. Another and much more efficient method for the compaction control is the dynamic CBR (CBRd). This methodology is conducted by using a loading system employing a light falling weight deflectometer (LFWD), consisting of a falling weight to produce a defined force pulse on the CBR piston. In this paper, the CBR research was done for both static (classic) and dynamic methods on fly ash specimens without soaking them to replicate field conditions. A force of 2.44 kPa was applied to all specimens subjected to penetrations. Due to the speed of research execution of the dynamic CBR test, it could be used for running compaction control during embankment erection. Test results obtained from the tests on fly ash revealed that dynamic CBR could be recommended in the cases of embedded fine-grained soil with moisture contents insignificantly greater or less than optimum water content. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFly ash. =650 \0$aCompaction. =650 \0$aCompaction assessment. =650 \0$aSoil compaction. =650 14$aCompaction. =650 24$aCBR. =650 24$aCBRd. =650 24$aFly ash. =650 24$aCompaction assessment. =700 1\$aSulewska, Maria J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130256.htm =LDR 03260nab a2200589 i 4500 =001 JTE20130233 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130233$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130233$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH313 =082 04$a579$223 =100 1\$aDurairaj, R.,$eauthor. =245 10$aEvaluation of the Morphological, Electrical, and Mechanical Properties of Silver Nanopastes /$cR. Durairaj, S. Namasivayam, Chen Zhen Xiong, Samjid H. Mannan, Roya Ashayer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThis study investigated the sintering behavior of silver nanopastes at 150°C, 180°C, and 210°C. The synthesized silver nanoparticles were dispersed to form ink pastes with 70 wt. % and 80 wt. % silver. The morphology of the sintered silver nanopastes was studied via transmission electron microscopy (TEM), scanning electron microscopy, and x-ray diffraction analyses. Electrical characterization, thermal/humidity aging, and mechanical testing were also performed. Silver nanoparticles were prepared via a chemical reduction method. TEM images revealed particle sizes ranging from 10 nm to 20 nm. Results showed that electrical conductivity could be achieved at 150°C. When the sintered silver nanoparticles were subjected to 1000 h of 85°C/85 % relative humidity testing, a stable resistivity was achieved at a sintering temperature no lower than 210°C. These results showed that a stable network of sintered silver nanoparticles with good mechanical properties could be achieved at 210°C. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSintering. =650 \0$aMechanical. =650 \0$aMorphology. =650 \0$aSilver nanoparticle. =650 \0$aElectrical resistivity. =650 \0$aMicroorganisms$xMorphology. =650 \0$aMicropaleontology. =650 14$aSintering. =650 24$aSilver nanoparticle. =650 24$aMorphology. =650 24$aMechanical. =650 24$aElectrical resistivity. =650 24$aIsotropic conductive adhesive. =700 1\$aNamasivayam, S.,$eauthor. =700 1\$aZhen Xiong, Chen,$eauthor. =700 1\$aMannan, Samjid H.,$eauthor. =700 1\$aAshayer, Roya,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130233.htm =LDR 03385nab a2200577 i 4500 =001 JTE20130091 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130091$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130091$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.F55 =082 04$a363.72/88$223 =100 1\$aAbhijit, D.,$eauthor. =245 10$aEvaluation of Measurement Methodologies Used for Establishing Water Retention Characteristic Curve of Fly Ash /$cD. Abhijit, S. Sreedeep. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aFly ash (FA) has potential applications in geotechnical and geoenvironmental projects, where its water retention characteristic curve (WRCC) is important. The main objective of this study was to establish the inherent range of measured suction of FAs using four different tools: tensiometer (TM), matric potential sensor, equitensiometer (EQT), and WP4 dew point potentiameter with a varying measurement range. Based on the measured results, the variability of WRCC equation parameters of four FAs collected from different thermal power plants were studied. Further, the sensitivity of a different range of measured suction on WRCC equation parameters of FA was investigated. The study indicated that the possible range of measurable suction for FA is 1 to 1000 kPa, which can be measured conveniently with an EQT. The parameters of FA were not influenced by high suction measurements (>1000 kPa) of WP4. The suction data (>1000 kPa) obtained using the WP4 can be appended with a low-suction-range instrument such as a TM for a better representation of the WRCC of FA. However, the study indicated that WRCC parameterization of FA is influenced more by the low range of suction. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFly ash. =650 \0$aSuction. =650 \0$aTensiometer. =650 \0$aEquitensiometer. =650 \0$aDew point potentiometer. =650 \0$aMatric potential sensor. =650 \0$aFly ash$xIndustrial applications. =650 \0$aFly ash$xEnvironmental aspects. =650 14$aSuction. =650 24$aWater retention characteristic curve (WRCC) =650 24$aFly ash. =650 24$aTensiometer. =650 24$aMatric potential sensor. =650 24$aEquitensiometer. =650 24$aDew point potentiometer. =700 1\$aSreedeep, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130091.htm =LDR 03760nab a2200505 i 4500 =001 JTE20140106 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140106$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140106$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aJi, Richard,$eauthor. =245 10$aField and Laboratory Determination of Subgrade Resilient Modulus and its Application in Pavement Design /$cRichard Ji, Tommy Nantung, Nayyarzia Siddiki, Tao Liao, Daehyeon Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThis paper presents a comparison study of the experimental results from the falling weight deflectometer (FWD) test and laboratory resilient modulus test on granular subgrade materials and its application in flexible pavement design. Field and laboratory testing programs were conducted to develop a practical methodology for estimating resilient modulus (Mr) values of subgrade soils for use in the design of pavement structures. Soil characterization database was established for lab testing. A multiple regression model can be used to predict Mr value using several factors including soil properties, soil type and state of stresses for three popular American Association of State Highway and Transportation Officials (AASHTO) soil types (A-4, A-6, and A-7-6) in Indiana, and these prediction models developed were verified compared with laboratory Mr tests with high R2 value. In situ Mr seasonal variation based on abundant FWD test data in five field testing sites spread in Indiana was conducted in order to find the correlation between resilient modulus, temperature, and precipitation for the period from 2006 to 2012. The proposed method can accurately predict subgrade Mr of lab testing. However results from lab testing are significantly lower than recommended range by mechanistic-empirical pavement design guide (MEPDG) and backcalculation one using an adjust factor of 3. The design examples showed that the seasonal variation of temperature and precipitation as well as traffic can affect the design thickness by as much as 15 to 20 % in general. The findings of this study are expected to be helpful in the implementation of the pavement design in Indiana and elsewhere. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aResilient modulus (Mr) =650 \0$aFlexible pavement design. =650 \0$aPavements, Asphalt concrete. =650 14$aFalling weight deflectometer. =650 24$aFlexible pavement design. =650 24$aResilient modulus (Mr) =700 1\$aNantung, Tommy,$eauthor. =700 1\$aSiddiki, Nayyarzia,$eauthor. =700 1\$aLiao, Tao,$eauthor. =700 1\$aKim, Daehyeon,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140106.htm =LDR 02693nab a2200553 i 4500 =001 JTE20140081 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140081$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140081$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD62.15 =082 04$a658.5/62$223 =100 1\$aBalamurali, Saminathan,$eauthor. =245 10$aEconomic Design of SkSP-R Skip-Lot Sampling Plan /$cSaminathan Balamurali, Muhammad Aslam, Chi-Hyuck June =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aSkip-lot sampling plans are widely used in industries in order to reduce sampling costs and inspection efforts when products have a good quality history. This type of skip-lot sampling plan is economically advantageous and useful to minimize the cost of the inspection particularly with costly and destructive testing. Recently, a new type of skip-lot sampling plan called SkSP-R was developed. In this paper, an economic design of the SkSP-R plan is proposed for both destructive and non-destructive testing by considering various cost items in order to optimize the plan. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCost models. =650 \0$aQuality control. =650 \0$aSkip-lot sampling. =650 \0$aDestructive testing. =650 \0$aNon-destructive testing. =650 \0$aTotal quality management. =650 \0$aService industries$vManagement. =650 14$aQuality control. =650 24$aSkip-lot sampling. =650 24$aCost models. =650 24$aDestructive testing. =650 24$aNon-destructive testing. =700 1\$aAslam, Muhammad,$eauthor. =700 1\$aJun, Chi-Hyuck,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140081.htm =LDR 03645nab a2200529 i 4500 =001 JTE20140014 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140014$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140014$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aIslam, Readul Mohammad,$eauthor. =245 10$aEffects of Curing Time, Temperature, and Vacuum Pressure on Asphalt Emulsion Residue Recovered by Vacuum Drying Method /$cReadul Mohammad Islam, Saeid Salehi Ashani, Nazimuddin M. Wasiuddin, William "Bill" King. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThis study included five different recovery methods for six emulsions (CRS-2, CRS-2P, CRS-2L, SS-1, SS-1L, and SS-1H) and their corresponding unaged base binders. These five recovery methods consisted of different curing times, temperatures, and vacuum pressures. The goal of this study was to understand the effect of these variables on the rheological properties of the recovered asphalt emulsion residue during the recovery process. Rheological properties such as G*/sin ?, phase angle, and average percent strain recovery were determined to quantify stiffness, oxidative aging, and change in creep recovery due to polymer modification. One new recovery method using a vacuum drying oven was explored in this study. This method reduced the effects of oxidative aging and reduced the recovery time to 6 h. The results show that this newly proposed vacuum drying method ensured better drying of the sample and produced residue that was not unnecessarily aged and was similar to unaged base binder in stiffness, whereas with ASTM D7497 oxidative aging plays a significant role in residue stiffness by almost doubling the stiffness relative to unaged base binder. Also, this 6-h vacuum drying method allowed us to clearly identify the presence of polymer. Overall, this report explains the reasons for the differences between the stiffnesses of unaged base binder and emulsion residue, considering oxidative aging, remaining moisture, emulsifier, and polymer modification. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aVacuum drying. =650 \0$aOxidative aging. =650 \0$aAsphalt emulsion. =650 \0$aResidue recovery methods. =650 \0$aPavements, Asphalt concrete. =650 14$aVacuum drying. =650 24$aAsphalt emulsion. =650 24$aOxidative aging. =650 24$aResidue recovery methods. =700 1\$aAshani, Saeid Salehi,$eauthor. =700 1\$aWasiuddin, Nazimuddin M.,$eauthor. =700 1\$aKing, William "Bill",$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140014.htm =LDR 03070nab a2200541 i 4500 =001 JTE20130280 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130280$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130280$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD62.15 =082 04$a658.5/62$223 =100 1\$aLin, S. J.,$eauthor. =245 10$aCapability Measure for VoIP Performance /$cS. J. Lin, D. L. Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aVoice-over Internet protocol (VoIP) has become more popular because of the widespread use of the Internet. The quality of VoIP phone calls is typically not as stable as that in the public switched telephone network. This is because of the packet-switching approach of IP networks. This situation is very common for a mobile device that connects a VoIP call through a wireless link. Therefore, properly managing the quality of service for VoIP calls is important. Some objective methods are developed to evaluate subjective qualities. They are based on the physical system. This study is based on statistical quality control and the process capability index to evaluate VoIP's performance, then demonstrates the entire system's service quality. The acceptable thresholds of two critical characteristics in voice-quality transformation, including packet loss and delay, are regarded as processing specifications. Our method measures the process capability of every phone call item to meet processing specifications where multiple phone call quality characteristics are involved. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDelay. =650 \0$aPacket loss. =650 \0$aService quality. =650 \0$aMultiple characteristics. =650 \0$aTotal quality management. =650 \0$aService industries$vManagement. =650 14$aDelay. =650 24$aMultiple characteristics. =650 24$aPacket loss. =650 24$aProcess capability indices. =650 24$aService quality. =650 24$aVoIP. =700 1\$aYang, D. L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130280.htm =LDR 03430nab a2200529 i 4500 =001 JTE20140073 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140073$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140073$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.22 =082 04$a620.1/1233$223 =100 1\$aYan, Zijian,$eauthor. =245 10$aEffect of Crack Front Curvature on Experimental Evaluation of J-Integral for Single-Edge Bend Specimens /$cZijian Yan, Wenxing Zhou. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThis paper presents three-dimensional (3D) finite element analyses of plane-sided single-edge bend specimens to investigate the effect of the crack front curvature on the accuracy of the average J-integral (J) evaluated over the crack front using the plastic eta-factor-based approach specified in ASTM E1820-11. Specimens with average crack lengths of 0.3, 0.5, and 0.7 and thickness-to-width ratios of 1, 0.5, and 0.25 were analyzed. The analysis was based on the J2 deformation theory of plasticity and assumed stationary cracks with sharp crack tips. The curved crack front was characterized by a power-law expression proposed by Nikishikov et al. that was validated using crack front data collected in this study. The plastic eta factors specified in ASTM E1820-11 and proposed by Zhu et al. were employed. The analysis results indicate that the errors in the plastic eta-factor-based J were generally between -7 % (i.e., underestimation) and 6 % (i.e., overestimation) for the specimens that had curved crack fronts with crack front curvature equal to the maximum allowable value specified in ASTM E1820-11. Based on the analysis results, crack front straightness criteria that are in most cases less stringent than those specified in ASTM E1820-11 are recommended. The suggested criteria could potentially lead to reduced specimen rejection rates and cost savings. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-integral. =650 \0$aCurved crack front. =650 \0$aFinite element analysis. =650 \0$aFracture toughness test. =650 \0$aFracture mechanics. =650 14$aCurved crack front. =650 24$aFracture toughness test. =650 24$aSingle-edge bend specimen. =650 24$aJ-integral. =650 24$aFinite element analysis. =650 24$aASTM E1820-11. =700 1\$aZhou, Wenxing,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140073.htm =LDR 03429nab a2200517 i 4500 =001 JTE20140056 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140056$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140056$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aLi, Qiang,$eauthor. =245 10$aCharacterization of Strain Rate and Temperature-Dependent Shear Properties of Asphalt Mixtures /$cQiang Li, Xiang Ma, Fujian Ni, Guofen Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aShear properties (cohesion and angle of internal friction) are the main material parameters for the rutting evaluation of asphalt mixtures. The strain rate and temperature dependency of shear properties was characterized for three mixtures based on the time-temperature superposition principle (TTSP). The unconfined compression and indirect tension dynamic modulus tests were performed to measure the linear viscoelastic properties of asphalt mixtures by a modified procedure. The uniaxial compression strength test and indirect tension strength test were conducted at three temperatures and four strain rates to calculate shear properties of asphalt mixtures based on the Mohr-Coulomb failure theory. The strength and shear property master curves were developed using the shift factor obtained from the dynamic modulus tests. The analysis results show that TTSP is still valid for asphalt concrete in the damage state regardless of failure modes. The effect of confining pressure on shift factors can be evaluated by the Fillers-Moonan-Tschoegl (FMT) model. The mixture strength and shear properties exhibit a significant temperature and time dependency. The modified cross model can be used to describe the strength and cohesion master curves after slight improvement. Shear property master curves show preliminary promise for use in optimizing material design and improving the accuracy of rutting prediction. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMaster curve. =650 \0$aAsphalt mixture. =650 \0$aShear properties. =650 \0$aPavements, Asphalt concrete. =650 14$aAsphalt mixture. =650 24$aShear properties. =650 24$aTime-temperature superposition. =650 24$aMaster curve. =700 1\$aMa, Xiang,$eauthor. =700 1\$aNi, Fujian,$eauthor. =700 1\$aLi, Guofen,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140056.htm =LDR 02875nab a2200541 i 4500 =001 JTE20130270 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130270$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130270$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH447 =082 04$a572.8/6$223 =100 1\$aChen, Jia-Yu,$eauthor. =245 10$aMaximum Entropy Analysis to the N Policy M/G/1 Queue with Working Breakdowns /$cJia-Yu Chen, Kuo-Hsiung Wang, Shin-Pyng Sheu, Wen-Kuang Chou. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThis paper deals with the N policy M/G/1 queue with working breakdowns. In this queueing system, the steady-state probabilities cannot be derived explicitly. Thus, we employ a maximum entropy approach with several constraints to develop the approximate formulae for the steady-state probability distributions of queue length and the expected waiting time in the queue. We perform a comparative analysis between the approximate results with established exact results for different service time distributions, such as exponential, two-stage Erlang, two-stage hyper-exponential, and deterministic. Numerical results demonstrate that the maximum entropy approach is quite accurate for practical purposes and is useful for complex queueing-systems solving. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMaximum entropy. =650 \0$aLagrange's method. =650 \0$aWorking breakdown. =650 \0$aComparative analysis. =650 \0$aSequence Analysis$vmethods. =650 14$aComparative analysis. =650 24$aLagrange's method. =650 24$aMaximum entropy. =650 24$aWorking breakdown. =650 24$aSupplementary variable technique. =700 1\$aWang, Kuo-Hsiung,$eauthor. =700 1\$aSheu, Shin-Pyng,$eauthor. =700 1\$aChou, Wen-Kuang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130270.htm =LDR 03982nab a2200553 i 4500 =001 JTE20130316 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130316$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130316$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P5 =082 04$a620.1/92392$223 =100 1\$aFraga, F.,$eauthor. =245 10$aStudies of Absorption in Sanitary Protective Gloves /$cF. Fraga, E. Rodríguez-Núñez, S. Díaz de Freijo, J. M. Martínez-Ageitos, F. Suárez-Pereiro. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aIn this article, we calculated the mass saturation and the diffusion coefficient of the polymeric systems used in protective gloves for distilled water and artificial sweat. It can be seen that the absorption is greater when the gloves are immersed in distilled water, particularly for nitrile and neoprene gloves. This happens because the crystals formed with artificial sweat are positioned on the surface of the glove's pores to partly prevent liquid absorption. A differential scanning calorimeter was used to determine the glass transition temperature for amorphous polymer, nitrile gloves, vinyl gloves, exploration latex gloves and surgical latex gloves, and the melting temperature for semi-crystalline neoprene gloves. The plasticizing results obtained for immersion of distilled water were similar to those of immersion in artificial sweat. UV-visible spectrometry can be applied to an indirect technique to test the glove's permeability. The results show that in the case of the nitrile, vinyl, exploration latex, and surgical latex, a migration of the indicator through the glove takes place. In contrast, no migration happens in the case of the neoprene. In nitrile gloves and vinyl gloves, a greater migration is observed. This could indicate a greater permeability of this type of glove. In the case of surgical latex and exploration latex, a migration with a relatively small value is observed. Using a scanning electron microscope (SEM), we observed the structural modifications that polymers undergo during their exposure to artificial sweat. The surgical latex immersed in artificial sweat shows the size increase in the pores, while the corresponding nitrile gloves do not vary. This fact could be related to the results obtained in the study of absorption that showed that surgical latex gloves had greater plasticizing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGloves. =650 \0$aAbsorption. =650 \0$aPermeability. =650 \0$aMaterial testing. =650 \0$aPlastics$vPermeability. =650 \0$aElastomers$vPermeability. =650 14$aMaterial testing. =650 24$aGloves. =650 24$aAbsorption. =650 24$aPermeability. =700 1\$aRodríguez-Núñez, E.,$eauthor. =700 1\$aDíaz de Freijo, S.,$eauthor. =700 1\$aMartínez-Ageitos, J. M.,$eauthor. =700 1\$aSuárez-Pereiro, F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130316.htm =LDR 03808nab a2200697 i 4500 =001 JTE20140026 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140026$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140026$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD382.H4 =082 04$a620.1/9204296/0287$223 =100 1\$aDo, Tu. A.,$eauthor. =245 10$aEffects of Thermal Conductivity of Soil on Temperature Development and Cracking in Mass Concrete Footings /$cTu. A. Do, Adrian M. Lawrence, Mang Tia, Michael J. Bergin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThis paper presents the findings of an investigation on thermal behavior of mass concrete footings placed directly on soil using finite element analysis. A three-dimensional finite element model was developed to predict temperatures in a mass concrete footing-soil system and to assess cracking potential of the concrete at early age. Two bridge pier footings constructed in Florida were monitored for temperature development, and the measured temperatures were compared with the computed temperatures from the finite element model. The results show that the temperatures predicted by the model closely agree with those measured in the field. Several soils with varying thermal resistances were modeled in this study in order to find out which soils can be used as an insulator for mass concrete footings so that an insulation layer would not be needed at the bottom of the footings. The results suggest that dry sand and dry clay provide good insulation at the bottom of mass concrete footings, and soil with an R-value of 0.072 per m or greater (or thermal conductivity of 0.35 W/m-K or lower) would provide adequate insulation at the bottom of concrete footings to prevent early-age cracking in the concrete. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aR-value. =650 \0$aInsulation. =650 \0$aMass concrete. =650 \0$aSoil foundation. =650 \0$aConcrete footing. =650 \0$aEarly-age cracking. =650 \0$aIsothermal calorimetry. =650 \0$aTemperature monitoring. =650 \0$aTemperature differential. =650 \0$aDifferential scanning calorimetry. =650 \0$aCalorimetry. =650 14$aMass concrete. =650 24$a3D finite-element model. =650 24$aIsothermal calorimetry. =650 24$aConcrete footing. =650 24$aSoil foundation. =650 24$aR-value. =650 24$aTemperature differential. =650 24$aTemperature monitoring. =650 24$aInsulation. =650 24$aEarly-age cracking. =650 24$aAdiabatic temperature rise. =650 24$aTNO DIANA. =700 1\$aLawrence, Adrian M.,$eauthor. =700 1\$aTia, Mang,$eauthor. =700 1\$aBergin, Michael J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140026.htm =LDR 03487nab a2200577 i 4500 =001 JTE20130268 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130268$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130268$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ211.35 =082 04$a629.892$223 =100 1\$aZhu, Jian-Min,$eauthor. =245 10$aMeasurement of and Reverse Compensation for Spatial Position Error of Industrial Robots /$cJian-Min Zhu, Bei-Chuan Qi, Fu-Cai Li, Zheng-Qiang Shen, Xiao-Ru Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aA measurement system was designed to meet high positioning accuracy requirements for trajectory-determined industrial robots in its partial workspace. Positioning error was calculated and its varying laws were analyzed by tracking the spatial position of the tool center point (TCP) of the industrial robot using a laser tracker and then transforming the relevant coordinate system. A neural network model of the difference between the commanded TCP position and the positioning error of the industrial robot was built. A reverse compensation model of the positioning error of the industrial robot was constructed based on the reverse compensation principle of positioning error, after which the commanded TCP position coordinates were revised accordingly. The experimental results show that the proposed method is feasible and effective, the average positioning error of the robot decreased to 0.028 from 3.232 mm, the standard deviation decreased to 0.100 from 2.987, and the positioning accuracy increased by more than two orders of magnitude. The proposed method is suitable for situations that involve determined trajectory, high positioning accuracy, and sealed robot control systems, and is easily incorporated into engineering applications. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLaser tracker. =650 \0$aNeural network. =650 \0$aPositioning error. =650 \0$aIndustrial robot TCP. =650 \0$aReverse compensation. =650 \0$aRobots, Industrial$vDesign and construction. =650 \0$aEngineering. =650 14$aIndustrial robot TCP. =650 24$aPositioning error. =650 24$aReverse compensation. =650 24$aNeural network. =650 24$aLaser tracker. =700 1\$aQi, Bei-Chuan,$eauthor. =700 1\$aLi, Fu-Cai,$eauthor. =700 1\$aShen, Zheng-Qiang,$eauthor. =700 1\$aLi, Xiao-Ru,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130268.htm =LDR 02660nab a2200517 i 4500 =001 JTE20140133 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140133$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140133$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.16$223 =100 1\$aLiu, C. X.,$eauthor. =245 10$aMechanics Performance of a Novel Magneto-Rheological Fluid Damper. /$cC. X. Liu, H. X. Liu, X. L. Gao, H. Yu, G. W. Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThe magneto-rheological (MR) fluid damper is a type of controllable fluid damper that has been employed to control the vibrations in building structures, vehicle suspensions, etc. In this paper we present an analysis of three types of working modes for MR fluid dampers, flow mode, shear mode, and extrusion mode. Further, a calculation model of the damping force in the shear flow mode is established. The design of a novel MR fluid damper, including the sealing structures, is presented, and a set of test systems was built to investigate the mechanical performance. The results provide a theoretical and experimental basis for the application of an MR fluid damper. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMR fluid damper. =650 \0$aCalculation model. =650 \0$aShear performance. =650 \0$aMetals$vMechanical properties. =650 14$aMR fluid damper. =650 24$aCalculation model. =650 24$aShear performance. =700 1\$aLiu, H. X.,$eauthor. =700 1\$aGao, X. L.,$eauthor. =700 1\$aYu, H.,$eauthor. =700 1\$aLin, G. W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140133.htm =LDR 03130nab a2200493 i 4500 =001 JTE20140051 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140051$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140051$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.9.S63 =082 04$a006.3$223 =100 1\$aSabatino, Daniel R.,$eauthor. =245 14$aThe Control of Sand Curtains Used in Abrasion Testing /$cDaniel R. Sabatino. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aAbrasion testing that follows the ASTM G65-04(2010) test method involves the delivery of a test sand to an abrasion wheel that removes material from a test specimen. The sand flow is controlled by a supply valve and delivered to a nozzle in order to form a uniform "curtain." It has been found that as the nozzle exit area is increased, the sand flow becomes widely dispersed and unstable. An experimental study was performed to determine the cause of this effect and to identify a means to mitigate it. By visualizing the inlet and outlet flow of different nozzles it was found that the dispersed flow occurs when the feed tube does not completely fill with sand. This sparsely packed flow in the nozzle is able to exit with a wide range of exit angles and yields the dispersed flow pattern as well as a higher flow rate. It was found that when the flow is controlled at the nozzle outlet, allowing the system to completely fill with sand before the flow is initiated, a desirable narrow sand curtain forms because the particles are more closely packed and thus their motion is more constrained. The narrow curtain is associated with lower flow rates than the dispersed pattern for the same geometry and once established will remain stable until the flow is terminated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSand curtain. =650 \0$aGranular flow. =650 \0$aAbrasion testing. =650 \0$aGranular computing$vCongresses. =650 \0$aSoft computing. =650 14$aAbrasion testing. =650 24$aASTM G65. =650 24$aSand curtain. =650 24$aGranular flow. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140051.htm =LDR 03364nab a2200541 i 4500 =001 JTE20130277 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130277$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130277$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7872.D48 =082 04$a681/.2$223 =100 1\$aMisman, M. A.,$eauthor. =245 10$aValidation of an Electronic Sensor Network (ESN) Control Chamber for Monitoring the Soil Decomposition Process of Sago Starch-filled Natural Rubber Latex Films /$cM. A. Misman, A. R. Azura, Othman Sidek. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aBiodegradable sago starch-filled natural rubber latex films were subjected to soil decomposition. Decomposition indicators such as temperature, soil pH and humidity, and volume of carbon dioxide and oxygen were monitored via an electronic sensor network (ESN) control chamber. During the assessment, the environmental temperature was kept constant and a small increase in soil humidity was detected. The ESN control chamber detected the increment of soil pH and carbon dioxide level and a decrease in oxygen content during the biodegradation process. The changes in these parameters confirmed the progress of the biodegradation process. The mass loss retention for films was compared with data obtained from the ESN control chamber to get the coefficient of correlation (r) value, which describes the relationships between the two datasets. Scanning electron microscopy images confirmed the formation and growth of microorganism colonies, and Fourier transform infrared analysis indicated the breakage of double-bonded carbon in sago starch-filled natural rubber latex films and carbonyl group intensification, signifying the formation of aldehyde and ketone groups after the fourth week of soil decomposition. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSago starch. =650 \0$aElectronic sensor. =650 \0$aSoil decomposition. =650 \0$aNatural rubber latex. =650 \0$aSensor networks. =650 \0$aWireless LANs. =650 14$aSoil decomposition. =650 24$aNatural rubber latex. =650 24$aSago starch. =650 24$aElectronic sensor. =650 24$aCoefficient of correlation (r) =700 1\$aAzura, A. R.,$eauthor. =700 1\$aSidek, Othman,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130277.htm =LDR 03269nab a2200553 i 4500 =001 JTE20130219 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130219$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130219$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK2391 =082 04$a658.078$223 =100 1\$aHsu, Ya-Chen,$eauthor. =245 10$aTool Replacement for Photovoltaic Industry Processes With Multiple Characteristics Based on Capability Index /$cYa-Chen Hsu, Amber Jane, W. L. Pearn. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aIn the photovoltaic industry, measuring efficiency is an important process for manufacturing silicon wafers. The cutting tool gradually wears during the measuring efficiency process. Consequently, the fraction of defectives would gradually become significant. When the fraction defective reaches a certain level, the tool must be replaced. Therefore, it is essential to find out the optimal time to replace the cutting tool for minimizing the fraction defective and reducing the manufacturing cost. In this research, we consider the replacement problem in the photovoltaic industry to obtain the optimal replacement time for the measuring efficiency process. The measuring efficiency process involves multiple product quality characteristics, including the Isc, Voc, and Rsh. In order to maintain the high wafer process quality and to minimize the production cost, we first develop a method for measuring the manufacturing capability of measuring efficiency process. Then, a tool replacement policy is proposed to assess the true capability at each time period of measuring efficiency process and to find out the optimal time for tool replacement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTool wear. =650 \0$aSolar cell. =650 \0$aTool replacement. =650 \0$aMeasuring efficiency. =650 \0$aProcess capability index. =650 \0$aMeasuring instruments. =650 \0$aIndustrial efficiency. =650 14$aProcess capability index. =650 24$aSolar cell. =650 24$aTool replacement. =650 24$aTool wear. =650 24$aMeasuring efficiency. =700 1\$aJane, Amber,$eauthor. =700 1\$aPearn, W. L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130219.htm =LDR 03161nab a2200613 i 4500 =001 JTE20130276 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130276$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130276$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a620.1/27$223 =100 1\$aWang, Ke.,$eauthor. =245 10$aInvestigation of Continuously Welded Rail of Ballastless Longitudinal Stress Distribution of Rail Break /$cKe. Wang, Chong Liu, Dazhi Wang, Junsheng Liang, Tongqun Ren, Lihua Zhang, Liang Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aA three-dimensional ballastless track model was established using a finite element method to simulate the rail condition before and after rail break. The distribution of the rail longitudinal stress was analyzed under certain thermal stress. In addition, experiments were also conducted in order to validate the simulation results using rail longitudinal stress test equipment. It was found that the simulation results agreed reasonably well with the experimental results. The tests show that the simulation results could correctly predict the longitudinal stress distribution in the rail. Finally, rail longitudinal stress distributions under different thermal stress were calculated using this model; this is helpful for future application to determine when and where there may be a rail break. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRail break. =650 \0$aThermal stress. =650 \0$aBallastless track. =650 \0$aLongitudinal stress. =650 \0$aFinite element method. =650 \0$aNon-Destructive Testing. =650 \0$aNondestructive testing. =650 14$aBallastless track. =650 24$aLongitudinal stress. =650 24$aThermal stress. =650 24$aFinite element method. =650 24$aRail break. =650 24$aNon-Destructive Testing. =700 1\$aLiu, Chong,$eauthor. =700 1\$aWang, Dazhi,$eauthor. =700 1\$aLiang, Junsheng,$eauthor. =700 1\$aRen, Tongqun,$eauthor. =700 1\$aZhang, Lihua,$eauthor. =700 1\$aLi, Liang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130276.htm =LDR 03957nab a2200565 i 4500 =001 JTE20130144 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130144$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130144$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8$223 =100 1\$aKim, Yongjoo,$eauthor. =245 10$aComprehensive Evaluation of Warm SMA Using Wax-Based WMA Additive in Korea /$cYongjoo Kim, Jaekyu Lim, Moonsup Lee, Sooahn Kwon, Sungdo Hwang, Jaejun Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aConventional stone mastic asphalt (SMA) is being increasingly used in highways and expressways because it provides high rutting resistance, good skid resistance, and noise reduction for heavily trafficked roads. However, the conventional SMA mixture requires high mixing and compacting temperatures to create a suitable coating between the polymer-modified asphalt and large size of aggregate. Warm-mix asphalt (WMA) technology is being extended to provide significant economic benefits when applied to heat sensitive mixture, such as polymer-modified mixture, to reduce mixing and compacting temperatures. In this study, the performance characteristics of SMA-WMA mixture using new polyethylene wax-based WMA additive were evaluated against the conventional SMA mixture without additive, in terms of the moisture susceptibility, viscoelastic properties, rutting resistance at high temperature, fatigue resistance, and crack resistance at low temperature. The mix design was carried out in the laboratory for the conventional SMA mixture, and a similar composition was adopted for the SMA-WMA mixture (with the incorporation of 1.5 % WMA additive in the asphalt binder weight), in order to evaluate the influence of the performance characteristics of the resulting SMA mixture. Drain-Down and Cantabro test results of SMA-WMA mixture meet the requirement of the relevant criteria. Compared to the conventional SMA, the mixtures containing WMA additive show superior performance in moisture susceptibility, rutting resistance at high temperature, fatigue resistance at intermediate temperature, and crack resistance at low temperature. Therefore, this implies that the WMA additive is effective in reducing the production temperature, without compromising the performance of the SMA-WMA mixture. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue resistance. =650 \0$aRutting resistance. =650 \0$aMoisture susceptibility. =650 \0$aRutting. =650 \0$aSkid resistance. =650 \0$aProfilographs. =650 14$aWMA-SMA. =650 24$aMoisture susceptibility. =650 24$aRutting resistance. =650 24$aFatigue resistance. =700 1\$aLim, Jaekyu,$eauthor. =700 1\$aLee, Moonsup,$eauthor. =700 1\$aKwon, Sooahn,$eauthor. =700 1\$aHwang, Sungdo,$eauthor. =700 1\$aLee, Jaejun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130144.htm =LDR 05357nab a2200517 i 4500 =001 JTE20130205 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130205$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130205$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aZou, Guilian,$eauthor. =245 10$aEvaluation of Rheological Properties and Field Applications of Buton Rock Asphalt /$cGuilian Zou, Chung Wu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aButon rock asphalt (BRA) is a type of natural asphalt found in Buton Island, located at southeast of Sulawesi Island of Indonesia. Because of different situations during its sedimentation process, the content of bitumen in the rock varies. The BRA used in this study contained about 20 % of bitumen by weight, with loose, black fine particles. A laboratory testing program was carried out in this study to evaluate the effects of the BRA on both the asphalt binder and asphalt concrete mixture. In the first part, a commonly used asphalt binder in China for pavement construction was used as the control binder sample. Specimens containing 0, 25, 50, 75, and 100 % of BRA, by weight of the Pen60/80 binder, in addition to the base Pen60/80 binder, were subjected to penetration test, ring and ball softening test, and the dynamic shear rheometer (DSR) test to assess their rheological properties. All tests were performed on original asphalt binders as well as short-term aged asphalt binders after the rolling thin film oven test (RTFOT). Test results showed that, with increasing BRA content, the binder's penetration decreased, softening point increased, dynamic viscosity at 60°C increased, and complex modulus increased. The incorporation of BRA in the binder also changed the viscoelastic property of the asphalt binder. For all binders, with increasing testing temperature, the elastic portion of the binder stiffness decreased; however, the rates of decrease were different for different combinations of binders. Within the temperature range of the testing, the BRA modified asphalt binder retained a more elastic portion than the unmodified binder did. The trend was more significant at higher temperatures. From testing on samples subjected to RTFOT, BRA can improve the binder's ability in resisting aging. Furthermore, BRA was more effective in affecting the rheological properties when its content was more than 50 % of the weight of the Pen60/80 asphalt binder. It is therefore recommended that, during a paving operation, the BRA optimal content should be about 2.0 to 2.5 % of the total weight of the asphalt concrete mixture or more. In the second part of the testing, asphalt concrete mixture samples were prepared with the Pen60/80 asphalt binder and with binders containing 50 and 100 % of BRA by weight of the Pen60/80 binder (BRA: Pen60/80 = 0.5:1 and BRA: Pen60/80 = 1:1, respectively). For comparison purpose, styrene-butadiene-styrene (SBS) modified asphalt concrete mixture samples were also prepared and were subjected to the same tests. Results from the rutting tests indicated that the BRA modified asphalt concrete mixtures had better rutting performance as compared to the control asphalt concrete mixture sample. The immersion Marshall test and the freeze-thaw splitting tensile test were performed on the samples to evaluate the influences of the BRA and SBS on water stability of the various asphalt concrete mixtures. Results showed that the BRA modified asphalt concrete mixture had similar water stability as the SBS modified asphalt concrete samples and both were better than unmodified asphalt concrete mixture. The fatigue life of the BRA modified asphalt concrete mixture was longer than that of the unmodified and the SBS modified asphalt concrete mixture samples, as determined by the semi-circular bending test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRock asphalt. =650 \0$aComplex modulus. =650 \0$aViscoelastic property. =650 \0$aRheological properties. =650 \0$aPavements, Asphalt concrete. =650 14$aRock asphalt. =650 24$aRheological properties. =650 24$aDynamic shear rheometer (DSR) =650 24$aComplex modulus. =650 24$aViscoelastic property. =700 1\$aWu, Chung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130205.htm =LDR 03651nab a2200529 i 4500 =001 JTE20130285 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130285$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130285$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P5 =082 04$a620.1/92392$223 =100 1\$aGupta, Rishi,$eauthor. =245 10$aInnovative Test Technique to Evaluate "Self-Sealing" of Concrete /$cRishi Gupta, Alireza Biparva. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aConcrete is prone to cracking when subjected to tensile forces because of its low tensile strength. The cracking potential is an even bigger concern when concrete is relatively young and is in the plastic stage. Cracks induced early can grow with time because of drying shrinkage and with application of service loads. Concrete, which is otherwise impermeable, allows for free passage of moisture and other deleterious chemicals when it is cracked, leading to reduced durability of the material and, in many cases, reduced service life of the structure. The severity of some of these issues can be alleviated because of an inherent property of concrete known as "self-sealing." As the name suggests, "self-sealing" allows for the cracks (of limited width) to be sealed on their own over a period of time. However, currently there is no standard test technique to quantify this property of concrete and other cement-based materials, such as mortar. An innovative and straightforward technique was developed by the authors and is presented in this paper. In this technique, a standard crack is induced in concrete cylinders using a standard crack-inducing jig (SCIJ). The specimens are then inserted in special rubber sleeves and this assembly is then subjected to a constant water head. The reduction in flow through the cracked specimen is measured at a given time to compare the performance of different specimens. This technique can also be used to compare the performance of concrete mixes modified using various admixtures. This paper describes this innovative test technique and includes sample test results to explain the analysis process proposed by the authors. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDurability. =650 \0$aPermeability. =650 \0$aSelf-sealing. =650 \0$aTest technique. =650 \0$aPlastics$vPermeability. =650 \0$aElastomers$vPermeability. =650 14$aSelf-sealing. =650 24$aCracked concrete. =650 24$aPermeability. =650 24$aDurability. =650 24$aTest technique. =700 1\$aBiparva, Alireza,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130285.htm =LDR 02562nab a2200553 i 4500 =001 JTE20130076 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130076$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130076$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR853.C76 =082 04$a615.5/07/2$223 =100 1\$aSenthilkumar, D.,$eauthor. =245 10$aSelection of Tightened-Normal-Tightened Variable Sampling Scheme Indexed by Crossover Point /$cD. Senthilkumar, B. Esha Raffie. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThe tightened-normal-tightened (TNT) attribute sampling scheme was devised by Calvin. This paper introduces a design methodology for TNT variable sampling schemes indexed by an entry parameter called the crossover point. A method of designing the plan based on given values of the crossover point pc and the relative slope hc is provided. A table provides plans for a given set of entry parameters, namely, pc and hc. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRelative slope. =650 \0$aCrossover point. =650 \0$aSwitching rules. =650 \0$aVariable sampling scheme. =650 \0$aCrossover trials. =650 \0$aCross-Over Studies. =650 \0$aClinical Trials$xmethods. =650 14$aVariable sampling scheme. =650 24$aTightened-normal-tightened. =650 24$aSwitching rules. =650 24$aOperating characteristic function. =650 24$aCrossover point. =650 24$aRelative slope. =700 1\$aEsha Raffie, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130076.htm =LDR 03247nab a2200577 i 4500 =001 JTE20130266 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130266$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130266$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE43 =082 04$a550.1/515357$223 =100 1\$aAndersson, Daniel C.,$eauthor. =245 10$aInverse Modeling Applied for Material Characterization of Powder Materials /$cDaniel C. Andersson, Per Lindskog, Per-Lennart Larsson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b39 =520 3\$aAn investigation is performed concerning the applicability of inverse procedures, using optimization and simple experiments, for characterization of WC/Co powder materials. The numerical procedure is combined with uniaxial die-compaction experiments using an instrumented die, which allows direct measurement of the distribution of radial stress during the experiments. Finite-element (FE) methods and an advanced constitutive description of powder materials are relied upon to model the compaction experiment. Optimization using a surrogate model is used to determine some of the parameters in the constitutive description. These parameters in the material model are said to be found (with some accuracy) if the output from the FE simulation is similar to the experimental data. It is found that even though a complete constitutive description of the powder materials investigated cannot be achieved using this approach, many important material parameters can be determined with good accuracy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOptimization. =650 \0$aInverse modeling. =650 \0$aPowder compaction. =650 \0$aParameter sensitivity. =650 \0$aConstitutive description. =650 \0$aMaterial characterization. =650 \0$aInverse problems (Differential equations) =650 \0$aGeological modeling. =650 14$aPowder compaction. =650 24$aConstitutive description. =650 24$aInverse modeling. =650 24$aOptimization. =650 24$aParameter sensitivity. =650 24$aMaterial characterization. =700 1\$aLindskog, Per,$eauthor. =700 1\$aLarsson, Per-Lennart,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130266.htm =LDR 03273nab a2200493 i 4500 =001 JTE20140119 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140119$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140119$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC787.P3 =082 04$a539.7/3$223 =100 1\$aAykac, Sabahattin,$eauthor. =245 10$aNew Experimental Setup for Seismic Testing of Exterior RC Beam-Column Joints /$cSabahattin Aykac, Ilker Kalkan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aExterior beam-column joints are commonly tested to investigate the influence of different strengthening and repair techniques on the seismic performances of RC structures. All of the internal forces developing at the ends of the beams and columns need to be applied to the test specimens and these forces need to be proportioned similar to the proportions of the forces in a structure to simulate the conditions of an actual structure during an earthquake. This paper presents a new experimental setup developed to realistically represent the seismic response and behavior of an exterior RC beam-column joint under earthquake excitations. This setup offers a quite economical alternative to the available loading and testing assemblies, made up of several costly loading devices and support fixtures to approximate the conditions of a joint in an earthquake. The present setup was established by using widely-available and inexpensive components to make seismic testing of joints more feasible considering the financial and space limitations of the researchers, particularly in developing countries. The setup also takes into account the influence of the presence of the slab and transverse beams framing into the planar beam-column connection. Three-dimensional exterior RC beam-column connections were successfully tested using this setup. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSeismic testing. =650 \0$aReinforced concrete. =650 \0$aEarthquake excitation. =650 \0$aBeam dynamics. =650 14$aExterior beam-column joint. =650 24$aSeismic testing. =650 24$aReinforced concrete. =650 24$aEarthquake excitation. =700 1\$aKalkan, Ilker,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140119.htm =LDR 02258nab a2200493 i 4500 =001 JTE11010J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11010J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11010J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA438 =082 04$a620.1/36$223 =100 1\$aCrockford, WW.,$eauthor. =245 12$aA Model for Predicting Fracture Toughness of a Cementitious Particulate Composite Molded under Impact Pressure /$cWW. Crockford, DN. Little. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe form of a model relating two influential compositional factors of a material to fracture toughness is identified. A similar, simpler form is proposed for regression analyses. Demonstration of the utility of the model is accomplished using experimental results from testing of a portland cement stabilized fine grained soil. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture. =650 \0$aRegression model. =650 \0$aParticulate composite. =650 \0$aCement composites$xFracture. =650 \0$aFracture mechanics. =650 14$aFracture. =650 24$aParticulate composite. =650 24$aRegression model. =700 1\$aLittle, DN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11010J.htm =LDR 02950nab a2200577 i 4500 =001 JTE11012J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11012J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11012J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96142$223 =100 1\$aHenry, EB.,$eauthor. =245 12$aA Survey of Grade Verification Methods for Steel Plants /$cEB. Henry, JA. Patsey. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA perennial problem in steel producing and fabricating plants is the maintenance of the identities of each of the many varieties of steel produced daily. There are more claims entered because of wrong-grade or mixed-steel shipments than for any other reason. Usually, these claims are not the result of mixes between similar grades but between grades that differ significantly in chemical composition and/or physical properties. This paper reviews the conventional practices employed in steel plants to avoid mixes, describes the equipment and techniques used to verify steel grade, and outlines a typical grade-tracking system. It discusses state-of-the-art technology in grade verification and postulates a system for automatically tracking steel grade through a steel producing plant. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSpark testing. =650 \0$aChemical spot checks. =650 \0$aThermoelectric sorting. =650 \0$aSteel grade verification. =650 \0$aNondestructive evaluation. =650 \0$aSteel. =650 \0$aSteel$xMetallurgy. =650 \0$aSteel$xMetallography. =650 14$aSteel grade verification. =650 24$aNondestructive evaluation. =650 24$aSpectrometry/spectrography. =650 24$aElectromagnetic comparator. =650 24$aChemical spot checks. =650 24$aThermoelectric sorting. =650 24$aSpark testing. =700 1\$aPatsey, JA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11012J.htm =LDR 02737nab a2200589 i 4500 =001 JTE11014J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11014J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11014J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96142$223 =100 1\$aSpencer, JL.,$eauthor. =245 10$aTheory, Characteristics, and Operating Parameters of Portable Optical Emission Spectrometers for the On-Site Sorting and Identification of Steels /$cJL. Spencer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPortable optical emission spectrometers are evolving as important tools for the on-site sorting and identification of metals. Their analytical precision and accuracy, while not quite as good as laboratory systems, are more than adequate for sorting mixes and most grade verification requirements. The intentions of this paper are to provide a brief review of the technology and history of emission spectrometers, and then to describe parameters, operation, capabilities and limitations of the device for plain carbon, low alloy, and stainless steels. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSorting. =650 \0$aVerification. =650 \0$aSteel spectra. =650 \0$aOptical emission. =650 \0$aChemical analysis. =650 \0$aScrap segregation. =650 \0$aExcitation discharge. =650 \0$aSteel. =650 \0$aSteel$xMetallurgy. =650 \0$aSteel$xMetallography. =650 14$aOptical emission. =650 24$aChemical analysis. =650 24$aVerification. =650 24$aSorting. =650 24$aScrap segregation. =650 24$aExcitation discharge. =650 24$aSteel spectra. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11014J.htm =LDR 03590nab a2200949 i 4500 =001 JTE11013J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11013J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11013J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.16$223 =100 1\$aStuart, CM.,$eauthor. =245 10$aThermoelectric Differences Used for Metal Sorting /$cCM. Stuart. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThermoelectric or Seebeck effect devices are beginning to see wide-spread use in metal and alloy sorting and verification processes, prompting the recent approval of ASTM Practice for Thermo-electric Sorting of Electrically Conductive Materials (E 977). This paper briefly explores the history of its use and discusses the theory of the method, while focusing deeper attention on practical applications of the devices and areas of its limitations. Testing requirements, specific material separations and examples, variables, advantages, disadvantages, and traceability are highlighted. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAlloy. =650 \0$aMonel. =650 \0$aProbe. =650 \0$aSorting. =650 \0$aJunction. =650 \0$aElectrode. =650 \0$aResistivity. =650 \0$aTemperature. =650 \0$aConductivity. =650 \0$aTher mopower. =650 \0$aThermocouple. =650 \0$aPeltier effect. =650 \0$aSeebeck Effect. =650 \0$aThermoelectric. =650 \0$aCrystal lattice. =650 \0$aNon-destructive. =650 \0$aThompson effect. =650 \0$aElectronic circuit. =650 \0$aSurface properties. =650 \0$aElectromotive force. =650 \0$aPhysical properties. =650 \0$aQualitative analysis. =650 \0$aCrystalline structure. =650 \0$aMetals$xMechanical properties. =650 14$aAlloy. =650 24$aConductivity. =650 24$aCrystalline structure. =650 24$aCrystal lattice. =650 24$aElectrode. =650 24$aElectromotive force. =650 24$aElectronic circuit. =650 24$aJunction. =650 24$aMonel. =650 24$aNon-destructive. =650 24$aPeltier effect. =650 24$aPhysical properties. =650 24$aProbe. =650 24$aQualitative analysis. =650 24$aResistivity. =650 24$aSeebeck Effect. =650 24$aSorting. =650 24$aSurface properties. =650 24$aTemperature. =650 24$aThermocouple. =650 24$aThermoelectric. =650 24$aTher mopower. =650 24$aThompson effect. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11013J.htm =LDR 02996nab a2200529 i 4500 =001 JTE11007J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11007J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11007J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH9157 =082 04$a628.925$223 =100 1\$aTimusk, J.,$eauthor. =245 12$aA Proposed Test Procedure for the Evaluation of Air Barrier Systems /$cJ. Timusk, AL. Seskus. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA method for evaluating the performance of air barrier systems for building enclosures is described. It is proposed that two identical enclosure elements be placed back-to-back and, for airtightness purposes, be joined to each other by the same techniques which join the element to the structure itself. This way, by taking advantage of symmetry, virtually all joints not found in actual applications can be eliminated, barring easy-to-seal joints associated with air supply or exhaust and pressure tap lines. Three applications of the approach with associated test results are presented. It is suggested that the proposed test procedure has the following advantages over single-specimen tests in conjunction with a test chamber: specimen size and shape are not restricted, samples can be saved for future testing after suitable aging procedures, specimens can be tested outdoors or in a controlled environment chamber, and virtually all extraneous joints can be eliminated. A disadvantage is that two specimens may have to be prepared. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAirtightness. =650 \0$aTest procedure. =650 \0$aAir barrier systems. =650 \0$aBuilding enclosures. =650 \0$atest procedures. =650 \0$aStandards. =650 \0$aFirefighters. =650 14$aAir barrier systems. =650 24$aBuilding enclosures. =650 24$aAirtightness. =650 24$aTest procedure. =700 1\$aSeskus, AL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11007J.htm =LDR 01910nab a2200421 i 4500 =001 JTE11011J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11011J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11011J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA459 =082 04$a620.1623$223 =100 1\$aStuart, CM.,$eauthor. =245 10$aIntroduction to Symposium on Methods for the Identification and Sorting of Metals and Metal Alloys /$cCM. Stuart. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe following four papers were presented at a Symposium on Methods for the Identification and Sorting of Metals and Metal Alloys in June 1985 in Los Angeles. ASTM Committee E-7 on Nondestructive Testing sponsored the event. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMetals. =650 \0$aCorrosion and anti-corrosives. =650 \0$aAlloys$xCorrosion. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11011J.htm =LDR 02987nab a2200709 i 4500 =001 JTE11015J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11015J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11015J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.16$223 =100 1\$aRiley, WD.,$eauthor. =245 10$aLarge-Scale Metals Identification and Sorting Using Instrumented Techniques /$cWD. Riley, RD. Brown, JM. Larrain. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe U.S. Bureau of Mines is studying methods for the identification of scrap metals that will lead to better segregation, conservation of strategic materials, and utilization of this existing secondary reserve. A joint scrap segregation-marketing test is being conducted by the Bureau of Mines and the Defense Property Disposal Service at the Defense Property Disposal Office at Cherry Point, North Carolina. The purpose of the test is to determine the cost effectiveness of offering well-segregated metallic scrap fractions for sale. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCobalt. =650 \0$aNickel. =650 \0$aChromium. =650 \0$aSeparation. =650 \0$aMetal scrap. =650 \0$aUtilization. =650 \0$aIdentification. =650 \0$aStainless steels. =650 \0$aThermoelectricity. =650 \0$aX-ray spectroscopy. =650 \0$aEmission spectroscopy. =650 \0$aHeat resistant alloys. =650 \0$aMetals$xMechanical properties. =650 14$aMetal scrap. =650 24$aSeparation. =650 24$aUtilization. =650 24$aHeat resistant alloys. =650 24$aStainless steels. =650 24$aChromium. =650 24$aCobalt. =650 24$aNickel. =650 24$aX-ray spectroscopy. =650 24$aThermoelectricity. =650 24$aEmission spectroscopy. =650 24$aIdentification. =700 1\$aBrown, RD.,$eauthor. =700 1\$aLarrain, JM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11015J.htm =LDR 02432nab a2200553 i 4500 =001 JTE11009J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11009J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11009J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRB150.F37 =082 04$a616/.0478$223 =100 1\$aHuculak, P.,$eauthor. =245 10$aEquivalent Crack Lengths in Thin Sheet Materials Subjected to Tensile Loads /$cP. Huculak. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aThe elastic compliance is determined for the configuration of the line slot terminated by circular holes and for the elliptical cut-out in a finite-width sheet specimen loaded in tension. Comparisons are then made with real cracks to ascertain the extent of equivalence with respect to strain energy release rates and compliance for the two configurations selected. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack stoppers. =650 \0$aCrack simulation. =650 \0$aElastic compliance. =650 \0$aElliptical cut-out. =650 \0$aFatigue crack growth. =650 \0$aEquivalent crack length. =650 \0$aFatigue. =650 \0$aChronic fatigue syndrome. =650 14$aCrack simulation. =650 24$aEquivalent crack length. =650 24$aElliptical cut-out. =650 24$aElastic compliance. =650 24$aFatigue crack growth. =650 24$aCrack stoppers. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11009J.htm =LDR 03293nab a2200601 i 4500 =001 JTE11008J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11008J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11008J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.A6 =082 04$a620.1/86$223 =100 1\$aSrivatsan, TS.,$eauthor. =245 12$aA Method for Determining the Tensile Properties and Anisotropy of Aluminum Alloys /$cTS. Srivatsan, CW. Meyers, JT. Berry. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aCurrent industrial design practices place emphasis on properties in order to ensure that a product provides structural integrity. Mechanical properties are largely influenced by the direction of testing with respect to the wrought microstructure. In aluminum alloys the properties sensitive to direction are strength, ductility, and fracture toughness. In this study, the Double Ligament Tensile (DLT) test was used to evaluate the tensile properties and anisotropy of premium quality cast hypoeutectic and hypereutectic aluminum-silicon alloys of cylindrical cross section, and age-hardened commercial wrought aluminum-magnesium-silicon and aluminum-zinc-magnesium plates of limited section thickness. Comparisons reveal that the DLT test results accord well with standard conventional test data. The difference in tensile properties observed with direction of testing is attributed to the well-developed mechanical fibering that exists in the wrought alloys examined. The transverse brittleness observed in these alloys is due to the presence of particle stringers, grain boundary precipitates, and unhealed porosity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTexture. =650 \0$aAnisotropy. =650 \0$aOrientation. =650 \0$aSpecimen size. =650 \0$aMicrostructure. =650 \0$aAluminum alloys. =650 \0$aTensile properties. =650 \0$aAluminumalloys. =650 \0$aMetals$xHeat treatment. =650 14$aAluminum alloys. =650 24$aOrientation. =650 24$aTensile properties. =650 24$aAnisotropy. =650 24$aMicrostructure. =650 24$aSpecimen size. =650 24$aTexture. =700 1\$aMeyers, CW.,$eauthor. =700 1\$aBerry, JT.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11008J.htm =LDR 04317nab a2200601 i 4500 =001 JTE20140528 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140528$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140528$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7882.B56 =082 04$a006.4$223 =100 1\$aMalathy, M.,$eauthor. =245 10$a2-DWT and AES :$bSecure Authentication Management for Polar Iris Templates Using Visual Cryptography /$cM. Malathy, J. Arputha Vijaya Selvi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aBiometrics deals with authenticating a person's identity based on the physiological or behavioral characteristics. Visual cryptography (VC) is a promising information security technique that allows the secret sharing of images without any cryptographic computations. Various existing schemes were introduced for securing the raw biometric data and template in the database using the VC technique. The complexity of encryption plays a vital role in security improvement. In order to overwhelm the above limitations, a secure authentication management for polar iris templates is presented using VC technique. The collaborative splitting of pixels in all directions presented in this paper was done in order to improve security. At first, the input image was segmented using the Canny edge detection and Hough transform. Subsequently, the normalization module transformed the iris texture from the Cartesian to polar-coordinates. The polar iris image was further separated into two shares, namely, share 1 and share 2, using VC technique. To accomplish more security than the existing methods, both 2-discrete wavelet transform (DWT) and advanced encryption standard (AES) shifting techniques were introduced in VC, termed as transform based AES (TAES). After receiving the encrypted image, the feature extraction is carried out by multi-scale local binary pattern (MLBP). The share 1 images are stored in the user database, whereas the share 2 images are stored in the server database. K-NN classifier is employed to recognize and retrieve the share 2 from the user database on the basis of features. Finally, reconstruction was performed from recognized share 1 and share 2 images by using the inverse process of TAES. The experimental results exhibit better peak signal to noise ratio (PSNR), mean square error (MSE) and normalized correlation (NC), false acceptance rate (FAR), false rejection rate (FRR), and equal error rate (EER) than the other existing methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSecurity. =650 \0$aBiometric. =650 \0$aIris authentication. =650 \0$aPolar iris template. =650 \0$aInstitute of automation. =650 \0$aVisual cryptography (VC) =650 \0$aBiometric identification. =650 \0$aHuman face recognition (Computer science) =650 14$aAdvanced encryption standard (AES) =650 24$aBiometric. =650 24$aInstitute of automation. =650 24$aChinese academy of sciences (CASIA) =650 24$aIris authentication. =650 24$aMulti-scale local binary pattern (MLBP) =650 24$aVisual cryptography (VC) =650 24$aPolar iris template. =650 24$aSecurity. =700 1\$aArputha Vijaya Selvi, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140528.htm =LDR 03997nab a2200565 i 4500 =001 JTE20150295 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150295$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150295$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aGudipudi, P. P.,$eauthor. =245 10$aDevelopment of Modulus and Fatigue Test Protocol for Fine Aggregate Matrix for Axial Direction of Loading /$cP. P. Gudipudi, B. S. Underwood. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b39 =520 3\$aThe testing of fine aggregate matrix (FAM) is rapidly gaining attention in the pavement research community because of its notable similarities with asphalt concrete (AC) and the increased testing efficiency that it affords. In most of the existing studies, FAM tests are used for characterization of relative material performance in the presence of phenomenon like moisture damage and healing. However, to better understand the fundamental properties of FAM and to establish the mechanistic connection between its properties and those of AC, proper fabrication and testing protocols need to be established. The focus of this research is to develop such standard testing protocols for both dynamic modulus and uniaxial fatigue testing. In the current effort, two FAM materials are prepared with the same gradation but two different asphalt cements (PG 64-22 and PG 76-16). Pilot studies to support the development of sample fabrication protocols are explained. Both FAM materials are tested for modulus and uniaxial fatigue, and during testing both on-specimen and machine actuator displacement are recorded. Material parameters were separately calculated using these two deformation measurements and compared to uncover the errors resulting from machine-based measurements of FAM. The percentage error in measuring dynamic modulus of FAM specimens using actuator strain ranged from 5 % to 79 %. After correcting actuator strain with a constant machine compliance factor, the percentage error changed to 10 %-32 %, which is still high. In addition, variation in time dependency and fatigue damage characterization was observed using the corrected actuator data to on-specimen data. To overcome all of the above issues and measure reliable test data for FAM, it is concluded that protocols must include measurement of on-specimen deformation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAxial testing. =650 \0$aDynamic modulus. =650 \0$aAsphalt concrete. =650 \0$aUniaxial fatigue. =650 \0$aFine aggregate matrix. =650 \0$aMachine compliance factor. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aAsphalt concrete. =650 24$aFine aggregate matrix. =650 24$aAxial testing. =650 24$aDynamic modulus. =650 24$aUniaxial fatigue. =650 24$aMachine compliance factor. =700 1\$aUnderwood, B. S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150295.htm =LDR 03450nab a2200541 i 4500 =001 JTE20140358 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140358$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140358$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1 =082 04$a620.6$223 =100 1\$aYi, Wen,$eauthor. =245 13$aAn Experimental Study on Engineering Characteristics of Improved Weathered Granite Soil for a High-Speed Railway Subgrade in South China /$cWen Yi, Yonghe Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aSamples of weathered granite soil from job sites of a high-speed railway project in south China were tested in the laboratory. The results suggested that the soil could not meet the subgrade requirement of the high-speed railway in China. To address this issue, chemical treatment approach was examined in this study. The weathered granite was treated with two types of agents, lime and cement. A series of scenarios with varying dosages were investigated. The engineering characteristics of the treated soil including strength, deformation, moisture stability, and others were evaluated comprehensively through in-depth laboratory testing. As a result, it was revealed that the 5 % cement treatment scenario was most preferred. Furthermore, to verify the effectiveness of the treatment, settlement was monitored on a test road. The cumulative settlement curves indicated that the settlement in the treated subgrade reached a stable state since approximately 250 days from the completion of construction. This was sufficiently earlier than the installation of railway tracks. It was also found the settlement could sufficiently meet the Chinese Specification requirement. In summary, the proposed approach based on rigorous engineering testing and evaluation successfully improved the weathered granite for it to serve as a high-speed railway subgrade material in China. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSettlement. =650 \0$aWeathered granite. =650 \0$aHigh-speed railway. =650 \0$aSubgrade soil treatment. =650 \0$aLaboratory tests. =650 \0$aSoil tests. =650 \0$aSoils. =650 14$aWeathered granite. =650 24$aSubgrade soil treatment. =650 24$aEngineering characteristics. =650 24$aSettlement. =650 24$aHigh-speed railway. =700 1\$aWang, Yonghe,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140358.htm =LDR 03830nab a2200529 i 4500 =001 JTE20140357 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140357$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140357$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aLee, Jong-Sub,$eauthor. =245 10$aDetermining Specimen Geometry of Cylindrical Specimens for Direct Tension Fatigue Testing of Asphalt Concrete /$cJong-Sub Lee, Amirhossein Norouzi, Y. Richard Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aThis paper presented a specimen geometry study of cylindrical specimens used in the direct tension cyclic (DTC) fatigue testing of asphalt concrete using an asphalt mixture performance tester. The current specimen geometry for DTC fatigue testing is 100 mm in diameter and 150 mm in height with a linear variable differential transducer (LVDT) gauge length of 70 mm in the middle of the specimen. In order to use the displacement data for mechanistic fatigue performance modeling, specimen failure must occur within the length of the LVDT gauge. However, recent experiments using stiff mixtures have shown that failure often occurs outside the LVDT gauge length. This specimen geometry study was conducted to determine the specimen geometry that enhances the propensity of the failure inside the gauge length without sacrificing the advantage of the DTC testing that provides uniform stresses and strains in the middle of the specimen. Laboratory experiments were performed on cylindrical specimens of different geometries (i.e., different diameters and lengths). Test specimen diameters of 75 mm and 100 mm and specimen heights of 130 mm and 150 mm were used in this study. The specimen geometry effects on damage characteristic curves and failure criteria were identified through ANOVA tests and layered viscoelastic pavement analysis for critical distresses (LVECD) program. Based on analysis results and experimental verification tests, the specimen geometry recommended for the DTC testing is 100 mm in diameter and 130 mm in height with a 70-mm gauge length. The recommended specimen geometry is applicable when the gyratory-compacted specimen geometry is 150 mm in diameter and more than 178 mm in height. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt mixture. =650 \0$aFailure criteria. =650 \0$aSpecimen geometry. =650 \0$aDamage characteristic. =650 \0$aPavements, Asphalt concrete. =650 14$aAsphalt mixture. =650 24$aSpecimen geometry. =650 24$aDamage characteristic. =650 24$aFailure criteria. =650 24$aDirect tension cyclic fatigue testing. =700 1\$aNorouzi, Amirhossein,$eauthor. =700 1\$aKim, Y. Richard,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140357.htm =LDR 03134nab a2200517 i 4500 =001 JTE20150171 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150171$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150171$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRD563 =082 04$a613.6$223 =100 1\$aKamberoglu, Murat,$eauthor. =245 10$aEvaluation of Foot Protection Effectiveness Against AP Mine Blasts :$bEffect of Deflector Geometry /$cMurat Kamberoglu, Mehmet Karahan, Can Alpdogan, Nevin Karahan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aIn this study, the effectiveness of blast deflectors used in protective footwear against antipersonnel (AP) mines was investigated. The tip angle of a V-shaped deflector and the overall shape (symmetrical, unsymmetrical) were chosen as the design parameters to be examined, whereas parameters such as deflector material and wall thickness were kept constant. Both explicit dynamic finite element analysis (LS-Dyna) and blast tests were performed to evaluate the effectiveness of these design parameters. The analysis results were also verified with the blast tests. A visual (qualitative) comparison between the analysis results and the blast tests showed a good agreement on the final deformed geometry of the deflector, which suggested that the simulation was able to capture the energy absorption mechanism of the deflector. The analysis results showed that the peak force transmitted to the leg decreased tremendously with the addition of blast deflectors. When compared to the case with no deflectors, an unsymmetrical and symmetrical deflector reduced the peak force by a factor of 24 and 36, respectively. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAP mine. =650 \0$aDeflector. =650 \0$aProtective boots. =650 \0$aFoot$xProtection. =650 \0$aSafety education, Industrial. =650 14$aAP mine. =650 24$aProtective boots. =650 24$aDeflector. =700 1\$aKarahan, Mehmet,$eauthor. =700 1\$aAlpdogan, Can,$eauthor. =700 1\$aKarahan, Nevin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150171.htm =LDR 02981nab a2200505 i 4500 =001 JTE20150447 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150447$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150447$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1/7765$223 =100 1\$aLi, Y.,$eauthor. =245 10$aDiscussion :$bRadial Strain Behaviors and Stress State Interpretation of Soil Under Direct Simple Shear /$cY. Li, Y. M. Yang, G. W. Roberts, H. S. Yu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aTwo methods were used in determining the stress state of simple shear tests in the discussed paper. The authors stated that the second method was proposed by Oda and Konishi, based on the distribution law of contact force (Oda, M. and Konishi, J., "Rotation of Principal Stresses in Granular Material During Simple," Soils and Foundations., Volume 14, No. 4, 1974, pp. 39-53.). However, the relation used in the method was found by Roscoe et al. from experimental results (Roscoe, K. H., Bassett, R. H., and Cole, E. R. L., "Principal Axes Observed During Simple Shear of a Sand," Proceedings of the Geotechnical Conference on Shear Strength Properties of Natural Soils and Rocks, Volume 1, Norwegian Geotechnical Institute, Oslo, 1967, pp. 231-237.). In addition, the determination of the constant k, which used k = 1 - K0, was problematic in the discussed paper. First, the equation could only be deduced after some assumptions were made. Second, the value of k was not a constant if the K0 changed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShear behavior. =650 \0$aDirect simple shear. =650 \0$aShear (Mechanics) =650 14$aDirect simple shear. =650 24$aStress state interpretation. =650 24$aK0. =650 24$aShear behavior. =700 1\$aYang, Y. M.,$eauthor. =700 1\$aRoberts, G. W.,$eauthor. =700 1\$aYu, H. S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150447.htm =LDR 03079nab a2200529 i 4500 =001 JTE20150373 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150373$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150373$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD41 =082 04$a658.4012$223 =100 1\$aChang, S.-C.,$eauthor. =245 10$aEvaluating the Competitive Strategy of Tablet PC Industry by Using Fuzzy Group Decision Making Techniques /$cS.-C. Chang, P.-H. Tsai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b44 =520 3\$aThis study mainly evaluated the competitive strategy of the tablet PC industry based on the benefits, opportunity, costs, and risks (BOCR) conceptual framework. We first adopted DEMATEL (decision-making trial and evaluation laboratory) to address the relationships among the variables and then used the fuzzy group decision making techniques (FGDMT) tools (fuzzy analytic hierarchy/network process (FAHP/FANP) and the VlseKriterijumska Optimizacija I Kompromisno (VIKOR) method) to construct the tablet PC evaluation competitive strategy model under a fuzzy environment. The empirical results revealed that a firm's revenue growth, capacity for profitability, product design, and product function are highly important evaluation indices. This indicated that tablet PC companies should channel more efforts into their product innovation for creating revenue growth and maintaining customer loyalty. Finally, based on the findings, managerial and policy recommendations were provided to enable more effective strategic decision making for tablet PC industry. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTablet PCs. =650 \0$aProduct innovation. =650 \0$aCompetitive strategy. =650 \0$aStrategic planning. =650 \0$aManagement. =650 14$aTablet PCs. =650 24$aFuzzy group decision making techniques. =650 24$aCompetitive strategy. =650 24$aProduct innovation. =650 24$aDEMATEL. =650 24$aVIKOR. =700 1\$aTsai, P.-H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150373.htm =LDR 03374nab a2200529 i 4500 =001 JTE20140396 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140396$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140396$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aKim, Jaehong,$eauthor. =245 10$aImplementation of Thermal-Energy-Harvesting Technology on Pavement /$cJaehong Kim, Seung-Tae Lee, Sunglin Yang, Jaejun Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aEnergy harvesting is one of the techniques of high interest for approaching the global energy problem without depleting natural resources. Energy-harvesting technology from the road is a new research area, because the energy surrounding road space is available in many different forms, such as wind, solar, thermal, and mechanical energy. The goal of this study is to determine the possibility of an energy-harvesting technology for pavement that absorbs the solar radiation, thus increasing the internal temperature. There is a temperature difference maintained between the atmospheric temperature and the pavement surface. This temperature difference is tapped and converted into electrical energy using a thermoelectric (TE) module device. The TE module device's system captures energy from this temperature difference, based on the Seebeck effect. This paper describes various application procedures for pavement. The system focuses on the development of an energy-harvesting system for energy use. The present research indicates that the limited simple system in this study can be used to capture heat energy from pavement, and shows promise for supporting power from waste solar energy in roads. Also, the TE module can be placed within road space, whereas solar panels have to be exposed to sunlight. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInfrastructure. =650 \0$aEnergy harvesting. =650 \0$aTemperature difference. =650 \0$aThermoelectric generator. =650 \0$aPavements, Asphalt concrete. =650 14$aThermoelectric generator. =650 24$aTemperature difference. =650 24$aInfrastructure. =650 24$aEnergy harvesting. =700 1\$aLee, Seung-Tae,$eauthor. =700 1\$aYang, Sunglin,$eauthor. =700 1\$aLee, Jaejun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140396.htm =LDR 02930nab a2200529 i 4500 =001 JTE20150298 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150298$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150298$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aAZ191 =082 04$a001.4$223 =100 1\$aZanevskyy, I.,$eauthor. =245 10$aEvaluation in the Sit-and-Reach Flexibility Test /$cI. Zanevskyy, L. Zanevska. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThe research in this paper aims to correct evaluation tables of the modified flexibility sit-and-reach test, avoiding unreasonable great fluctuations in the scales. A human body model in the test, as a kinematic chain, including trunk and upper-extremity members connected with rotated joints, is proposed. An integral parameter of hip rotation and spine-bend flexibility is derived as an angle between the hip to shoulder straight line and horizon. The corresponding error of the angle in the frames of the simplified model appears to be nearly 1.5 %. The bend of trunk member is investigated, and its modeling with the integral parameter of flexibility causes an error of the fingertips displacement of nearly 0.4 cm, which is smaller than an error of the test score recorder. Two smooth evaluation scales are modeled with a linear function and with a logarithmic function. Corresponding tables for proportional evaluation and for rapidly increased mark values on the higher test scores are derived. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModeling. =650 \0$aEvaluation. =650 \0$aFlexibility. =650 \0$aSit-and-reach test. =650 \0$aEvaluation$xMethodology. =650 \0$aAssessment. =650 \0$aResearch. =650 14$aFlexibility. =650 24$aSit-and-reach test. =650 24$aEvaluation. =650 24$aModeling. =700 1\$aZanevska, L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150298.htm =LDR 03011nab a2200493 i 4500 =001 JTE20150377 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150377$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150377$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.T46 =082 04$a721/.0449$223 =100 1\$aVandermeulen, W.,$eauthor. =245 10$aUnderstanding of Tensile Test Results on Small Size Specimens of Certified Reference Material BCR-661 /$cW. Vandermeulen, J.-L. Puzzolante, M. Scibetta. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aBCR-661 is a Nimonic 75 Certified Reference Material for tensile testing, available from the European Institute for Reference Materials and Measurements. The certification is based on specimens with a diameter of 10 mm. Since for several purposes small specimens are desirable, an attempt was made to qualify a specimen with a diameter of 2.4 mm. It was found that for cylindrical specimens made by turning neither the 0.2 % proof stress, nor the tensile strength values corresponded with the certified values. Rectangular section specimens made by electro-discharge machining gave correct stress values but too high elongations. The reduction of area values were for all specimens satisfactory. It was shown that the stress deviations found in the turned specimens are due to the presence of a work hardened layer caused by machining. Annealing of turned specimens resulted in correct strength values. With regard to the elongation values the influence of the specimen shape and possible specimen head deformation seem to be important factors. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTensile test. =650 \0$aSmall size specimens. =650 \0$aTensile architecture. =650 \0$aLightweight construction. =650 14$aTensile test. =650 24$aSmall size specimens. =650 24$aNimonic 75. =700 1\$aPuzzolante, J.-L.,$eauthor. =700 1\$aScibetta, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150377.htm =LDR 04230nab a2200601 i 4500 =001 JTE20150437 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150437$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150437$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC760.4.M37 =082 04$a537.01/51866$223 =100 1\$aHijazi, A.,$eauthor. =245 10$aContribution of the Imaging System Components in the Overall Error of the Two-Dimensional Digital Image Correlation Technique /$cA. Hijazi, C. J. Kähler. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b35 =520 3\$aDigital image correlation (DIC) is one of the most widely used non-invasive methods for measuring full-field surface strains in a wide variety of applications.The DIC method has been used by numerous researchers for measuring strains during the plastic range of deformation where the strains are relatively large.The estimation of the amount of background strain error in the measurements is of prime importance for determining the applicability of this method for measuring small strains (such as the elastic strains in metals, ceramics, bone samples, etc.) In this study, the strain errors in 2D-DIC measurements associated with different types of imaging systems were investigated.In-plane rigid-body-translation, experiments were used to estimate the overall amount of error in DIC displacement and strain measurements.Different types of cameras having different types of sensors and different spatial resolutions were used in the study.Also, for the same type of camera, different types of lenses were used.Results show that the DIC measurement accuracy depends on the magnitude of image displacement and that different error estimation parameters can be used for quantifying the accuracy of the measurements.Also, the effect of the lens on measurement accuracy is more pronounced than that of the camera.Furthermore, imaging conditions such as image sharpness and camera gain also affect the accuracy.Further still, the measurement accuracy was found to be influenced by the direction of translation.The results indicate that measurement error can be reduced by orienting the camera such that the major displacement direction is parallel to the width direction of the image.The experimental approach used in this study can be used for quantitatively assessing the quality of the different types of cameras and lenses and to determine their suitability for use in experimental techniques that depend on image analysis such as DIC and particle image velocimetry (PIV) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCamera. =650 \0$aStrain error. =650 \0$aError analysis. =650 \0$aImaging system. =650 \0$aLens distortion. =650 \0$aDigital image correlation. =650 \0$aError analysis (Mathematics) =650 \0$aSCIENCE$xPhysics$xElectromagnetism. =650 \0$aSCIENCE$xPhysics$xElectricity. =650 14$aDigital image correlation. =650 24$aError analysis. =650 24$aStrain error. =650 24$aImaging system. =650 24$aCamera. =650 24$aCCD. =650 24$aCMOS. =650 24$aLens distortion. =700 1\$aKähler, C. J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150437.htm =LDR 03801nab a2200553 i 4500 =001 JTE20150076 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150076$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150076$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aKim, D.,$eauthor. =245 10$aDetermination of Dynamic Modulus Values of Asphalt Mixtures Using Impact Resonance Testing of Thin Disk Specimens /$cD. Kim, Y. R. Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aThe impact resonance (IR) test is a nondestructive test method that is used to characterize the linear viscoelastic behavior of asphalt concrete. This method is preferred over other methods because the setup of the IR test is simpler, more efficient, and less expensive than standard axial compression dynamic modulus (|E*|) tests. Researchers originally developed the IR test method for cylindrical specimens of asphalt mixtures and concluded that this method can serve as an alternative to |E*| tests. However, the geometry (100 mm in diameter by 150 mm in height) of the cylindrical specimens used in these tests prohibits the use of IR tests for field cores. Therefore, researchers began to consider thin disk-shaped specimens for IR testing because thinner geometry of such specimens better represents slices of field cores. In this study, a test procedure was developed to evaluate the use of thin disk-shaped specimens for IR tests in order to determine the |E*| values of asphalt mixtures. The IR test protocol was optimized using 2 IR test methods (referred to as Case 1 and Case 2 in this work) under various test conditions to ensure the highest possible quality of the data. Optimal test methods were proposed based on the repeatability and variability of the resonant frequency and phase angle data and the ability of the different test conditions to provide data that best match the |E*| values obtained from standard axial compression |E*| tests. The results demonstrate that the |E*| values of thin disk-shaped specimens determined from the optimized IR tests are similar to the |E*| values of long cylindrical specimens determined from conventional |E*| AASHTO T 342-11 tests and IR tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aField cores. =650 \0$aPhase angle. =650 \0$aResonant frequency. =650 \0$aImpact resonance (IR) =650 \0$aDynamic modulus (|E*|) =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aDynamic modulus (|E*|) =650 24$aImpact resonance (IR) =650 24$aResonant frequency. =650 24$aPhase angle. =650 24$aThin disk-shaped specimens. =650 24$aField cores. =700 1\$aKim, Y. R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150076.htm =LDR 02823nab a2200529 i 4500 =001 JTE20150250 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150250$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150250$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519.2/4$223 =100 1\$aMcCool, J. I.,$eauthor. =245 10$aFlexural Strength Tests of Brittle Materials :$bSelecting the Number of Specimens and Determining Confidence Limits for Weibull Parameters /$cJ. I. McCool. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThe flexural strength of brittle materials has been found to follow the two-parameter Weibull distribution. This paper describes a simple method of estimating the Weibull modulus and characteristic strength that allows for the computation of confidence intervals that will contain the true values within a specifiable level of confidence. The sample size needed to meet the experimenter's precision requirements is determined. A sample of flexural strength data from the literature is used to illustrate all of the computations. The precision of the method is compared to that of the method of maximum likelihood. It is found to be inferior to maximum likelihood for estimating the Weibull modulus but quite comparable for estimating the scale parameter. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSample size. =650 \0$aBrittle materials. =650 \0$aFlexural strength. =650 \0$aConfidence intervals. =650 \0$aWeibull distribution. =650 \0$aWeibull method. =650 \0$aDistribution (Probability theory) =650 14$aFlexural strength. =650 24$aBrittle materials. =650 24$aWeibull distribution. =650 24$aSample size. =650 24$aConfidence intervals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150250.htm =LDR 03028nab a2200505 i 4500 =001 JTE20140433 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140433$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140433$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7872.D48 =082 04$a681/.2$223 =100 1\$aPadhy, S.,$eauthor. =245 10$aAcoustic Instrumentation Setup for Armament Performance Evaluation Applications /$cS. Padhy, V. Sreeramamurthy, S. Dutta. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThis paper deals with the application of acoustic instrumentation setup in the test and evaluation of armament stores. Different types of acoustic sensors and suitability of these sensors for different measurement applications were presented. The rate of fire measurement of a naval gun, the acoustic signature of Cargo Minelet functioning, and high explosive warhead functioning results were presented. The rate of fire (ROF) of a gun is defined as the number of rounds fired per minute. A high rate of fire is one of the most important requirements for a naval gun. Acoustic measurement setup was developed to measure ROF of the order of 4700 rounds per minute. Cargo ammunition is a carrier projectile which carries the functional payload to the target area. The payload contains a number of sub-munitions in the form of minelets. The performance evaluation of cargo ammunition in terms of minelet functioning were covered with measurement results. The results of the functioning of 130 mm high explosive artillery shells were also presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAcoustic sensors. =650 \0$aRate of fire measurement. =650 \0$aCargo minelet functioning. =650 \0$aSensor networks. =650 \0$aWireless LANs. =650 14$aAcoustic sensors. =650 24$aRate of fire measurement. =650 24$aCargo minelet functioning. =700 1\$aSreeramamurthy, V.,$eauthor. =700 1\$aDutta, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140433.htm =LDR 03037nab a2200553 i 4500 =001 JTE20150055 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150055$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150055$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC78.7.T6 =082 04$a616.07 54 05$223 =100 1\$aCui, D.,$eauthor. =245 10$aPorosity Characterization in Interfacial Transition Zone Using Dual CT Scans /$cD. Cui, W. Sun, K. Wan, N. Banthia. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aThe interfacial transition zone tends to be the weakest link in cement-based materials. This zone is widely believed to be less dense compared with the bulk hydrated cement matrix and is often the location where the failure first initiates. Because of its increased porosity, the interface also acts as a preferential path for transport of deleterious fluids. Understanding the microstructure of the interface, therefore, is of high importance. In this paper, a new technique is developed to calculate the width, as well as the average porosity, of the interface. The method relies on computer tomography (CT). Compared with the traditional porosity-measurement methods, the proposed dual-scan method is non-destructive, and, to a great extent, preserves the initial microstructure of the interface, thereby providing an undisturbed characterization. This article further attests that the dual-scan method can mitigate the deficiency of traditional CT scan in terms of its limited resolution. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConcrete. =650 \0$aPorosity. =650 \0$aInterface. =650 \0$aComputer tomography. =650 \0$aTomography. =650 \0$aRadiological stratigraphy. =650 \0$aTomographic imaging. =650 14$aConcrete. =650 24$aInterface. =650 24$aPorosity. =650 24$aComputer tomography. =700 1\$aSun, W.,$eauthor. =700 1\$aWan, K.,$eauthor. =700 1\$aBanthia, N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150055.htm =LDR 03660nab a2200541 i 4500 =001 JTE20140440 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140440$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140440$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aJavadi, Yashar,$eauthor. =245 10$aEvaluation of Sub-Surface Residual Stress by Ultrasonic Method and Finite-Element Analysis of Welding Process in a Monel Pressure Vessel /$cYashar Javadi, Seyed Hatef Mosteshary. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aWelding of nickel-based alloys is increasingly used in the industry to manufacture various important structures in the marine industries, chemical processing, etc. This study investigates evaluation of sub-surface residual stresses, which are produced by the welding process in a pressure vessel made from Monel 400 alloy. The residual stresses are experimentally measured by ultrasonic method in which longitudinal critically refracted (LCR) waves are propagated inside the specimen to evaluate the effect of stress on the wave velocity. Any difference in the wave velocity could be transformed to the material stress by using acoustoelasticity relations. A nondestructive hydro-test process is used to measure the acoustoelastic constant, which is an important material property needed to be embedded in the acoustoelasticity relations. By using a different frequency range than the ultrasonic transducers, the LCR wave penetrates in different depths of the specimen to measure the sub-surface stresses. The welding processes are also numerically analyzed by a 3D thermo-mechanical finite-element (FE) model, which is validated by hole-drilling stress-measurement method. The residual stresses calculated by FE simulation are then compared with those obtained from the ultrasonic stress measurement and an acceptable agreement is achieved. It is demonstrated that the sub-surface residual stresses of the Monel pressure vessel could be accurately evaluated by combination of the FE simulation and stress measurement implemented by the LCR waves. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLCR wave. =650 \0$aUltrasonic. =650 \0$aMonel 400 Alloy. =650 \0$aPressure vessel. =650 \0$aAcoustoelasticity. =650 \0$aFinite element method. =650 14$aMonel 400 Alloy. =650 24$aPressure vessel. =650 24$aFinite-element welding simulation. =650 24$aAcoustoelasticity. =650 24$aUltrasonic. =650 24$aLCR wave. =700 1\$aHatef Mosteshary, Seyed,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140440.htm =LDR 03682nab a2200541 i 4500 =001 JTE20150275 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150275$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150275$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK5103.15 =082 04$a621.36/92$223 =100 1\$aYoo, Doo-Yeol,$eauthor. =245 10$aComparative Biaxial Flexural Behavior of Ultra-High-Performance Fiber-Reinforced Concrete Panels Using Two Different Test and Placement Methods /$cDoo-Yeol Yoo, Nemkumar Banthia, Goangseup Zi, Young-Soo Yoon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aIn order to investigate the effects of fiber length, placement method, and test method on the biaxial flexural behaviors of ultra-high-performance fiber-reinforced concrete (UHPFRC), several UHPFRC panels with two different fiber lengths (Lf of 13 and 19.5 mm) were fabricated using two different placement methods (placing concrete at the center and the edge) and were then tested by two different test methods (ASTM C1550-12a and a novel biaxial flexure test (BFT)). Image analysis was also performed to quantitatively investigate the fiber distribution characteristics according to the fiber length and placement method and to thoroughly analyze the experimental results. The first cracking strength and corresponding toughness were found to be insignificantly influenced by the fiber length, placement method, and test method, but the panels with longer fibers and with concrete placed at the center (in the maximum moment region) were found to have higher biaxial flexural strength, deflection capacity, and toughness after a deflection of 2.5 mm (d2.5). The panels tested by the BFT method showed lower flexural strength, more cracks with a random distribution, and higher deviation in flexural performances than those tested by ASTM C1550. These test results were verified by evaluating the fiber distribution characteristics (i.e., the number of fibers per unit area, fiber orientation, and fiber dispersion) at localized crack surfaces by using the image analysis technique. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFiber length. =650 \0$aBiaxial flexure. =650 \0$aPlacement method. =650 \0$aFiber optic cables. =650 \0$aFiber optics. =650 14$aUltra-high-performance fiber-reinforced concrete. =650 24$aFiber length. =650 24$aPlacement method. =650 24$aBiaxial flexure. =650 24$aFiber distribution characteristics. =700 1\$aBanthia, Nemkumar,$eauthor. =700 1\$aZi, Goangseup,$eauthor. =700 1\$aYoon, Young-Soo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150275.htm =LDR 03306nab a2200481 i 4500 =001 JTE20150354 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150354$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150354$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aWang, Z.,$eauthor. =245 10$aEvaluation of High Temperature on Microwave Reflectivity of Carbon-Fiber-Reinforced Cement-Based Composites /$cZ. Wang, K. Li, C. Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aCarbon-fiber-reinforced cement-based composites are widely used as electromagnetic microwave shielding materials. However, high temperature on fire can affect not only their mechanical properties but also microwave-absorbing abilities. In this paper, the specimens of the composites with different carbon-fiber content were prepared. The mechanical properties were measured when the composites were cooled down to room temperature from 600°C naturally and by spraying water. The reflectivity of the composites with different cooling methods against microwave was evaluated through an arch reflectivity measurement system in 2.0-18.0 GHz frequency range at the temperature of 20°C, 300°C, and 600°C. The porosity, morphology, and the compositions were analyzed by mercury intrusion porosimetry (MIP), scanning electron microscopy (SEM), and x-ray diffraction (XRD). Results show that mechanical properties decrease and porosity increases dramatically at the temperature of 600°C. The reflectivity varies with the increase of porosity at low frequencies, but increases at high frequencies with reflecting waves when the temperature rises. At the same temperature, the increasing carbon-fiber content enhances the reflectivity with reflecting electromagnetic microwaves. After high temperature, the cooling exerts little effect over the microwave reflectivity of the composites. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHigh temperature. =650 \0$aMicrowave reflectivity. =650 \0$aComposites. =650 14$aCarbon-fiber-reinforced cement-based composites. =650 24$aHigh temperature. =650 24$aMicrowave reflectivity. =700 1\$aLi, K.,$eauthor. =700 1\$aWang, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150354.htm =LDR 04080nab a2200649 i 4500 =001 JTE20150257 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150257$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150257$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLB3051 =082 04$a371.26/0973$223 =100 1\$aWang, D. W.,$eauthor. =245 10$aMonitoring on the Auto-Analyzer System in-Statistical-Control for SO2 in Atmosphere With Top-Down Uncertainty Evaluation /$cD. W. Wang, H. R. Sun, Z. Q. Pan, Y. Deng, C. Z. Liang, O. Feng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aIn this paper, the top-down approach (CNAS-GL34: Guidance for Measurement Uncertainty Evaluation Based on Quality Control Data in Environmental Testing, China National Accreditation Service for Conformity Assessment, Beijing, China, 2013) for A type evaluation of empirical model can be applied to qualify the SO2 by using analyzer and primary test method (PTM) (GB/T 27408: Quality Control in Laboratories—Evaluating Validity of Non-Standard Test Method—Practice for a Linear Relationship, Standardization Administration of the People's Republic of China, Beijing, China, 2010), whereupon a large number of real-time data, in multi-sites at different levels, were accumulated under site precision (sR') in-statistical-control condition (GB/T 27411: Routine Methods for Evaluation and Expression of Measurement Uncertainty in Testing Laboratory, Standardization Administration of the People's Republic of China, Beijing, China, 2012). The data-transformed-system under investigation cannot be considered suspect as none of the Anderson Darling (AD) statistics were failed in acceptance at the 95 % confidence level for the hypothesis of normality and independence. Our survey was originated from the fog-haze over a period of time for SO2 in air, with its boundary of 100 x 10-9~400 x 10-9. Finally, the top-down approach, based on closeness sum of squares (CSS), gave the reliable and valid evaluation as the expanded uncertainty, U = 8.5 ?g/m3, which maximized the combination of the effects on various variances, refrained from the complicated relativity by bottom-up for uncertainty evaluation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOLS fitting. =650 \0$aWLS fitting. =650 \0$aAnalyzer system. =650 \0$aAnderson Darling (AD) =650 \0$aIn-statistical-control. =650 \0$aTop-down uncertainties. =650 \0$aWeighted and bracketing. =650 \0$aTests. =650 14$aAnalyzer system. =650 24$aPrimary test method (PTM) =650 24$aIn-statistical-control. =650 24$aAnderson Darling (AD) =650 24$aTop-down uncertainties. =650 24$aCloseness sum of squares (CSS) =650 24$aWeighted and bracketing. =650 24$aWLS fitting. =650 24$aOLS fitting. =700 1\$aSun, H. R.,$eauthor. =700 1\$aPan, Z. Q.,$eauthor. =700 1\$aDeng, Y.,$eauthor. =700 1\$aLiang, C. Z.,$eauthor. =700 1\$aFeng, O.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150257.htm =LDR 04073nab a2200589 i 4500 =001 JTE20150287 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150287$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150287$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aKitaha, A.,$eauthor. =245 10$aPrioritization-Optimization Process Algorithm to Manage Pavement Networks During the Non-Availability of Historical Data /$cA. Kitaha, K. Prapoorna Biligiri. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b39 =520 3\$aA common practice followed to rate the pavement surface condition is to use the ASTM D5340-12 procedure and estimate the pavement condition index (PCI) that helps prioritize maintenance needs and assists developing a pavement management system (PMS). However, ASTM-PCI that is dependent on time-based evaluation may not be suitable where there is a lack of historical records and it is being undertaken for the first time. To estimate a pavement's current PCI during the non-availability of historical data and establish a PMS incorporated with prioritized maintenance and optimized budget, a rational engineering criteria (EC) based methodological approach is required that is as robust as ASTM D5340-12. Thus, the objective of this study was to develop a rational EC-based prioritization-optimization process PMS (POPMS) algorithm for a network that prioritizes maintenance strategies for identified pavement distresses and hence optimizes maintenance costs depending on budgetary allocations. An EC-based POPMS algorithm was based on a network length of 100.55 km, which followed prioritization-optimization process for single to multi-year programs. EC-PCI of pavement sections were estimated on the basis of segmented maintenance strategies including preventive and routine maintenance and reconstruction. EC-PCI was found to be rational since three distinct threshold zones were considered that could directly assign pavement maintenance strategies, which was straightforward and circularly referenced. Overall, POPMS algorithm facilitates practitioners to modify the threshold EC-based parameters that will estimate an optimal single/multiyear budget for maintenance as per the newly set threshold level, thus creating a whole new promising approach in the areas of roadway network level maintenance programs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOptimization. =650 \0$aPrioritization. =650 \0$aBudgetary allocation. =650 \0$aEngineering criteria. =650 \0$aMaintenance strategy. =650 \0$aPavement condition index. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aASTM D5340-12. =650 24$aEngineering criteria. =650 24$aPrioritization. =650 24$aOptimization. =650 24$aPavement management system. =650 24$aPavement condition index. =650 24$aMaintenance strategy. =650 24$aBudgetary allocation. =700 1\$aBiligiri, K. Prapoorna,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150287.htm =LDR 03471nab a2200541 i 4500 =001 JTE20150326 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150326$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150326$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aLiu, Quantao,$eauthor. =245 10$aThermally Activated Healing of Fatigue Damage in Asphalt Binders /$cQuantao Liu, Jin Tang, Liang He. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aAsphalt binder is a self-healing material and it has a potential to heal faster with increased temperatures. This paper investigates the thermally activated healing of fatigue damage in three asphalt binders, trying to answer the question: At what temperatures do asphalt binders heal? After fatiguing the sample, a heating treatment was applied and the sample was fatigued for the second time. The recovered fatigue life and the recovered accumulated dissipated energy are used to quantify the thermally activated healing rates of asphalt binders. It is found that these two healing indexes coincide well with each other in different healing conditions. Base asphalt binders can heal the fatigue damage completely after heating for 20 min at the softening-point temperatures. Styrene-butadiene-styrene (SBS)-modified asphalt binder can achieve full healing at a temperature 20°C below its softening point, where the elastic recovery of the SBS chain segment may play an important role in healing. It is also found that healing of fatigue damage in asphalt binder is highly strain dependent: the healing ratio is higher at high strain amplitude. It proved that thermally activated healing can be repeated when damage returns in asphalt binder. It is concluded that thermally activated healing of fatigue damage is definitely useful to increase the fatigue life of asphalt binders and different asphalt binders should be heated to certain temperatures related to their specific softening points. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHealing. =650 \0$aHeating. =650 \0$aAsphalt binder. =650 \0$aFatigue damage. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aHeating. =650 24$aAsphalt binder. =650 24$aHealing. =650 24$aFatigue damage. =700 1\$aTang, Jin,$eauthor. =700 1\$aHe, Liang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150326.htm =LDR 03106nab a2200553 i 4500 =001 JTE20150251 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150251$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150251$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC321 =082 04$a536/.2012$223 =100 1\$aXiao, H. L.,$eauthor. =245 10$aDetecting Soil Inclusion Inside Piles in the Laboratory Using DTS Method /$cH. L. Xiao, Y. L. Liu, M. Fan, L. H. Li, W. K. Lei. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aIn order to standardize and promote the distributed temperature sensor instrument applied in the detection of pile with soil, model piles with a 0.6 m height and 0.8 m diameter were designed in which the ratio of concrete to clay mass is 2:1, 1:1, 1:2, also including pure concrete pile and clay pile model for comparison. Because of the effect of the clay in the pile to the pile thermal conductivity, the temperature change of the pile was monitored. The change of piles' thermal conductivity, the relationship between temperature and heating power, temperature and piles' materials, and temperature and clay content, were quantitatively studied. Experimental results showed that the temperature linearly increases with the increasing of heating power, but with the increase of clay content, temperature gradient increased; for different piles' material, there are obvious differences regarding the coefficient of temperature and heating power, but with increasing of the clay content increased. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDetection. =650 \0$aModel test. =650 \0$aThermal conductivity. =650 \0$aHeat$xConduction. =650 \0$aMaterials$xThermal Properties. =650 14$aPiles with clay inclusion. =650 24$aThermal conductivity. =650 24$aDetection. =650 24$aDistributed temperature sensor. =650 24$aModel test. =700 1\$aLiu, Y. L.,$eauthor. =700 1\$aFan, M.,$eauthor. =700 1\$aLi, L. H.,$eauthor. =700 1\$aLei, W. K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150251.htm =LDR 03476nab a2200589 i 4500 =001 JTE20150027 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150027$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150027$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.F55 =082 04$a363.72/88$223 =100 1\$aAmornsrivilai, P.,$eauthor. =245 10$aEffects of Fly Ash and Silica Fume on Permeability of Concrete Made With Porous Limestone and Non-Porous Aggregates /$cP. Amornsrivilai, M. Tia, M.-G. Lee, Y.-M. Su. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThe research objective was to assess the permeability of concrete made with porous limestone and non-porous aggregates. Fifty-eight concrete mixes were made and tested to study the effects of fly ash, silica fume, and aggregate type on the permeability of concretes. Class F fly ash and silica fume were used at the levels of 10 to 50 %, and 5 to 20 % as cement replacement on weight basis, respectively. Nine different aggregates, seven in-states and two out-of-states, were collected to study the effects of aggregate type. The test results indicated that silica fume may cause considerable effects on both water and rapid chloride permeability of concrete, while the initial and prolonged moist curing was found essential for the fly ash concrete. In addition, the permeability of aggregate was positively affecting the permeability of concrete. The concretes mixed with aggregates of low permeability showed lower water permeability than those made with porous aggregates. The effect of the permeability of aggregate was also noticeable when the water cementitious material ratio (w/cm) of concrete was high. At lower w/cm ratio, the bond at the cement paste-aggregate interface reduced the effect of the permeability of aggregate. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFly ash. =650 \0$aAggregate. =650 \0$aSilica fume. =650 \0$aPorous limestone. =650 \0$aWater permeability. =650 \0$aChloride permeability. =650 \0$aFly ash$xIndustrial applications. =650 \0$aFly ash$xEnvironmental aspects. =650 14$aWater permeability. =650 24$aFly ash. =650 24$aSilica fume. =650 24$aAggregate. =650 24$aChloride permeability. =650 24$aPorous limestone. =700 1\$aTia, M.,$eauthor. =700 1\$aLee, M.-G.,$eauthor. =700 1\$aSu, Y.-M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150027.htm =LDR 03311nab a2200541 i 4500 =001 JTE20150229 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150229$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150229$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8$223 =100 1\$aSmith, S.,$eauthor. =245 10$aExploring Compaction Methods for Laboratory Performance of Full Depth Reclamation /$cS. Smith, C. Henrichs, A. Braham. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aFull depth reclamation (FDR) is a pavement recycling technique that incorporates the entire pavement section to create a rehabilitated, stabilized pavement layer. This method is cost effective, environmentally friendly, and structurally viable. Unfortunately, there is some uncertainty regarding how this composite material is classified. In this study, the material characterization of FDR was explored by comparing the effect of different compaction methods on the optimum moisture content, optimum amount of foamed asphalt or asphalt emulsion, the tensile strength, and the stability of the mixture. The superpave gyratory compactor (SGC) is typically used for the compaction of HMA samples, and the Proctor hammer is the most common method of compaction for soil samples. In addition to comparing these two methods, different sized compaction molds and varying amounts of compactive effort were considered. Samples compacted with the modified Proctor hammer produced the highest dry unit weights. Although samples compacted in the SGC had higher tensile strengths. At optimum mixture proportions, moisture conditioned samples compacted with the modified proctor hammer did not reach the minimum tensile strength requirements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompaction. =650 \0$aModified proctor. =650 \0$aFull depth reclamation. =650 \0$aPavement rehabilitation. =650 \0$aPavement maintenance. =650 \0$aRehabilitation (Maintenance) =650 14$aFull depth reclamation. =650 24$aPavement rehabilitation. =650 24$aCompaction. =650 24$aSuperpave gyratory compactor. =650 24$aModified proctor. =700 1\$aHenrichs, C.,$eauthor. =700 1\$aBraham, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150229.htm =LDR 03874nab a2200505 i 4500 =001 JTE20150156 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150156$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150156$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP1150 =082 04$a668.412$223 =100 1\$aNazzal, Munir D.,$eauthor. =245 10$aField Evaluation of Infrared Asphalt Heater/Reclaimer Patching Method /$cMunir D. Nazzal, Sang Soo Kim, Ala Abbas. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThe main objective of this paper was to evaluate the performance and cost-effectiveness of the tow-behind combination infrared asphalt heater/reclaimer patching method and to compare it to the throw and roll and spray injection methods. To achieve this, a comprehensive testing program that included installing over 45 patches using the three considered methods and monitoring the performance and survivability of those patches was performed. The results of this testing program indicated that the infrared method had much lower productivity than the other two methods. In addition, the throw and roll method had better productivity than the spray injection method. Improper storage of the infrared heater/reclaimer equipment was also found to cause problems in igniting the infrared heater, which significantly increased the patching duration. In general, most of the deterioration in the patches installed using the different methods occurred in the first month of installation and continued after that but at a much slower rate. The infrared patches had significantly better performance than those installed using the two other patching methods. The main distress in infrared patches was raveling, while the main distress was dishing for the throw and roll and the spray injection patches. The results of survivability analyses also indicated that the patches installed using infrared had much longer expected life than those installed using the other two considered methods. The results of the cost analyses showed that the infrared method can be more cost effective than the spray injection method when used for winter pothole patching. For short-term repairs, the throw and roll method was found to cost less than the infrared method if the user costs were not considered. However, for permanent repairs, the infrared method could be more cost effective than the throw and roll method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSpray injection. =650 \0$aPothole patching. =650 \0$aInfrared heater/reclaimer. =650 \0$aInjection molding of plastics. =650 \0$aManufacturing processes. =650 14$aPothole patching. =650 24$aInfrared heater/reclaimer. =650 24$aSpray injection. =700 1\$aKim, Sang Soo,$eauthor. =700 1\$aAbbas, Ala,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150156.htm =LDR 03502nab a2200553 i 4500 =001 JTE20150190 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150190$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150190$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aHou, Shuguang,$eauthor. =245 10$aAggregate Gradation Influence on Grouting Results and Mix Design of Asphalt Mixture Skeleton for Semi-Flexible Pavement /$cShuguang Hou, Tao Xu, Kai Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aIn this study, to design a satisfactory asphalt mixture skeleton for semi-flexible pavement (SFP), the effects of aggregate gradation on grouting results of porous asphalt mixture were analyzed based on the test results of 22 aggregate gradations. Moreover, the mix design method of asphalt mixture skeleton was also discussed. Results indicated that the grouting effects of asphalt mixture skeleton were affected by its internal void interconnectivity, including the morphological characteristics, structure, and size of pores, instead of the initial void volume (VV). The grouting effects of asphalt mixture skeleton were influenced by the fine aggregate at the specific particle size levels. An increase in the mixing proportion of coarse aggregates could improve the grouting effects. A valid mix design approach was developed to prepare the asphalt mixture skeleton of SFP. Finally, engineering properties of the grouted mixture specimens were validated. It was concluded that the aggregation gradation design was a very important aspect in effecting the grouting results of an asphalt mixture skeleton. Furthermore, the aggregate gradation should be selected to facilitate the cement slurry to permeate in full thickness of the asphalt mixture skeleton layer. This could be used to direct the design of asphalt mixture skeleton toward lessening field failures on the SFP. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMix design. =650 \0$aCement slurry. =650 \0$aAggregate gradation. =650 \0$aSemi-flexible pavement. =650 \0$aAsphalt mixture skeleton. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aSemi-flexible pavement. =650 24$aAggregate gradation. =650 24$aMix design. =650 24$aAsphalt mixture skeleton. =650 24$aCement slurry. =700 1\$aXu, Tao,$eauthor. =700 1\$aHuang, Kai,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150190.htm =LDR 03667nab a2200553 i 4500 =001 JTE20150061 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150061$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150061$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aAngeles-Herrera, D.,$eauthor. =245 10$aInfluence of Non-Metallic Inclusions on the Fracture-Toughness Properties on the Longitudinal Welding of an API 5L Steel Pipeline /$cD. Angeles-Herrera, A. Albiter-Hernández, R. Cuamatzi-Meléndez, A. de J. Morales-Ramirez. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aIn previous works, it was demonstrated that the average fracture-toughness values were higher in the circumferential-longitudinal direction (CL) than in the circumferential-radial direction (CR) on the longitudinal submerged arc welding (SAW) in API 5L pipeline steel. Nevertheless, such differences in fracture-toughness values were attributed to the density distribution of microstructural phases and porosity, but the effect of non-metallic inclusions on this fracture property was not considered; therefore, the present work analyzed the effect of non-metallic inclusions on the fracture-toughness values by fractographic and electron diffraction scattered analyses. The results showed the presence of titanium (Ti), calcium (Ca), and aluminum (Al) constituents in the non-metallic inclusions for the CR direction of the pipeline. These elements tended to form compounds that promoted brittle-fracture by cleavage, decreasing the toughness properties of the weld. For the CL direction analysis, the elements presented on the non-metallic inclusions were manganese (Mn), silicon (Si), and sulfur (S), which promoted the nucleation and coalescence of cavities, all of which were typical for ductile fracture. Calculations on the KIC showed that the non-metallic inclusions with elements of Ti, Ca, and Al contributed to lower KIC values on the CR direction under analysis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture-toughness. =650 \0$aLongitudinal welding. =650 \0$aNon-metallic inclusions. =650 \0$aTransversal orientation. =650 \0$aLongitudinal orientation. =650 \0$afracture mechanics. =650 14$aNon-metallic inclusions. =650 24$aLongitudinal welding. =650 24$aLongitudinal orientation. =650 24$aTransversal orientation. =650 24$aFracture-toughness. =700 1\$aAlbiter-Hernández, A.,$eauthor. =700 1\$aCuamatzi-Meléndez, R.,$eauthor. =700 1\$aMorales-Ramirez, A. de J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150061.htm =LDR 03487nab a2200493 i 4500 =001 JTE20150314 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150314$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150314$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1/7765$223 =100 1\$aLi, H. H.,$eauthor. =245 10$aMechanical Responses of Rock Joints With Regular Asperities Under Various Shear Rates Investigated by Double Shear Test /$cH. H. Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b32 =520 3\$aTo study the mechanical responses of rock joints within a wide range of shear rates, this study develops a horizontal gripping mechanism to improve a double shear test device. Artificial rock joints, including planar and regular asperities with dip angles of 15° and 30°, are produced for conducting double shear tests under constant normal load within the shear rate range of 10-2-101 mm/s. Experimental results demonstrate that, though normalized by applied normal stress, the shear stiffness of the planar joints has a semi-logarithmic linear relationship with normalized shear rates. For rock joints with regular asperities, the shear rate, asperity dip angle, and normal stress influence the failure modes of asperities. When the shear rate is lower than the threshold shear rate, the asperity dip angles after the shear process and the peak dilation angles of the 15° regular joints increase with increasing the shear rate, whereas these two parameters tend to decrease in the cases of the 30° regular joints. The peak friction angles of both planar and regular rock joints have a semi-logarithmic linear relationship with normalized shear rates. The increasing peak friction angles of rock joints at different shear rates after sliding or local cut-off failures are derived mainly from increased basic friction angles. Both the basic friction angles of rock joints and the shear strength of asperities rise as the shear rate increases when asperity cut-off occurs. However, the quantitative effect of these two factors on the increase of peak friction angle requires further study. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRock joint. =650 \0$aShear rate. =650 \0$aShear strength. =650 \0$aDouble shear test. =650 \0$aShear (Mechanics) =650 14$aShear rate. =650 24$aDouble shear test. =650 24$aShear strength. =650 24$aRock joint. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150314.htm =LDR 03190nab a2200541 i 4500 =001 JTE20150118 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150118$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150118$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aNorouzi, Amirhossein,$eauthor. =245 10$aRuggedness Study of Dynamic Modulus Testing of Asphalt Concrete in Indirect Tension Mode /$cAmirhossein Norouzi, Y. Richard Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aThe modulus is one of the primary asphalt mixture properties used for the mechanistic performance prediction of asphalt pavements. Dynamic modulus testing is a common method of measuring mixture modulus as a function of loading frequencies and temperatures. This paper presented the results of a ruggedness study of dynamic modulus testing in indirect tension mode to evaluate the factors that were most likely to affect the final results. Specimen thickness, air void content, gauge length, test temperature, and horizontal strain level, which are the critical factors that affect the dynamic modulus of asphalt concrete, were selected for the ruggedness analysis. Two different asphalt mixtures with the participation of two laboratories were used in the study. Based on the selected values for the different variables, air void content was found to be the significant factor that affected dynamic modulus testing and dynamic modulus values. The other factors did not appear to have a major impact on the test results; however, reasonable tolerances were obtained for the other parameters investigated in this paper. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aField cores. =650 \0$aIndirect tension. =650 \0$aAsphalt materials. =650 \0$aRuggedness analysis. =650 \0$aDynamic modulus testing. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aAsphalt materials. =650 24$aField cores. =650 24$aDynamic modulus testing. =650 24$aIndirect tension. =650 24$aRuggedness analysis. =700 1\$aKim, Y. Richard,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150118.htm =LDR 04154nab a2200577 i 4500 =001 JTE20150335 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150335$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150335$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1/7765$223 =100 1\$aFaneco, T. M. S.,$eauthor. =245 10$aStrength and Fracture Characterization of a Novel Polyurethane Adhesive for the Automotive Industry /$cT. M. S. Faneco, R. D. S. G. Campilho, F. J. G. Silva, R. M. Lopes. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b40 =520 3\$aAdhesive bonding by structural adhesives has been used for several decades, helping to solve various problems related to the conventional joining techniques, such as welding, riveting, or bolting. Adhesive joints present less structural weight, lower manufacturing cost, the possibility to join different materials, and high fatigue strength. The increasing use of composite materials also helped to the growing use of adhesive joints, since these do not break the reinforcing fibers' continuity. An adhesive joint is mainly subjected to peel and shear loads. However, the knowledge of the tensile (E) and shear (G) moduli of the adhesive, and its tensile (?f) and shear failure strengths (?f), is not enough to predict the joint behavior. In fact, the critical strain energy release rate in tension (GIc) and shear (GIIc) are equally necessary for advanced modelling techniques such as cohesive zone modelling (CZM). This work aimed to study a novel structural polyurethane adhesive to obtain material property data that can be further used for the strength prediction of bonded structures. With this purpose, 4 tests were performed: tensile testing to bulk specimens, shear testing with thick adherend shear tests (TAST), double-cantilever beam (DCB), and end-notched flexure (ENF) tests. These tests will allow values to be determined for the mechanical and fracture properties of the adhesive in tension and shear. The parameters to predict the strength of adhesive joints with this adhesive by various methods were provided, ranging from the easy to apply analytical methods to the most advanced numerical methods available nowadays. A detailed comparison is also undertaken with an adhesive of the same family. The obtained results were in close agreement with the few data provided by the manufacturer (E and ?f), while fracture data was also provided with a good agreement between data reduction schemes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDuctility. =650 \0$aFracture toughness. =650 \0$aEnd-notched flexure. =650 \0$aStructural adhesive. =650 \0$aDouble-cantilever beam. =650 \0$aShear (Mechanics) =650 14$aStructural adhesive. =650 24$aDuctility. =650 24$aFracture toughness. =650 24$aBulk. =650 24$aThick adherend shear test. =650 24$aDouble-cantilever beam. =650 24$aEnd-notched flexure. =700 1\$aCampilho, R. D. S. G.,$eauthor. =700 1\$aSilva, F. J. G.,$eauthor. =700 1\$aLopes, R. M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150335.htm =LDR 03300nab a2200529 i 4500 =001 JTE20140412 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140412$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140412$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aQiu, S.,$eauthor. =245 10$aInvestigation on 3D 1-mm Pavement-Surface-Model-Based AASHTO PP69-10 Rutting Parameters /$cS. Qiu, K. C. P. Wang, W. Wang, J. Q. Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aRutting measurement is critical to modern pavement modeling and management. Over the years, pavement rutting has been measured manually or using limited-point automated devices. However, such lagging technologies and outdated protocols have led to the "rutting depth"-only convention, which compromises the application of rutting data. Recently, the new three-dimensional (3D) 1-mm pavement-surface model produced with a novel system is capable of providing pavement engineers full-lane-width high-resolution transverse profiles for rutting analysis. Multiple rutting characteristics, such as rutting cross-sectional area and deformation, can be consistently derived based on the new AASHTO protocol PP69-10. To provide insight into PP69-10 rutting parameters, bulks of transverse profile data collected from the Arkansas National Highway System (NHS) are analyzed in this study. The value range of PP69-10 deformation parameter is modeled in this study and the relationship of rutting depth measured with the traditional method and the new PP69-10 method is established. Furthermore, the correlations among different PP69-10 rutting attributes are examined. Results presented in this study will be helpful to highway agencies in shifting the state of the practice of rutting measurement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aProtocol. =650 \0$aRutting depth. =650 \0$aRutting measurement. =650 \0$aPavements, Asphalt concrete. =650 14$aRutting measurement. =650 24$a3D 1 mm. =650 24$aRutting depth. =650 24$aProtocol. =650 24$aAASHTO PP69-10. =700 1\$aWang, K. C. P.,$eauthor. =700 1\$aWang, W.,$eauthor. =700 1\$aLi, J. Q.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140412.htm =LDR 03890nab a2200565 i 4500 =001 JTE20150435 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150435$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150435$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA487 =082 04$a620.1/65$223 =100 1\$aSuru, M.-G.,$eauthor. =245 10$aAFM Evaluation of Pre-Straining Degree Effects on the Dimensions of Stress Induced Martensite Plates in Fe-Mn-Si Based SMAs /$cM.-G. Suru, N.-M. Lohan, E. Mihalache, B. Pricop, M. Mocanu, L.-G. Bujoreanu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aBy means of atomic force microscopy (AFM) measurements, the evolution of surface relief characteristics of stress induced martensite plates was investigated on the surface of polished Fe-14Mn-6Si-9Cr-5Ni and Fe-28Mn-6Si-5Cr (mass. %) shape memory alloys (SMAs), subjected to various pre-straining degrees. Pre-straining degree was chosen as an independent variable, considering its influence on the reverse transformation of martensite. The specimens were cast by means of a levitation induction furnace and hot rolled to 1 mm-thickness in order to better reveal the shape memory phenomena. The specimens, cut by spark erosion to "dog-bone" shapes, were pre-strained by means of a tensile testing machine at room temperature (RT). The gauges of elongated specimens were analyzed by AFM. Qualitative 2D analyses were performed on AFM micrographs. Quantitative evaluations were based on systematic dimensional measurements of martensite profiles, allowing the determination of the average values of plate widths and heights for four pre-straining degrees of the two SMA systems under study. The variation tendencies of average values of martensite plate widths and heights with increasing the pre-straining were examined under the form of increasing rates of the plate widths and heights. The results show that, for the two SMA systems studied, the average widths and heights of stress-induced martensite plates varied between 80 and 188 nm for Fe-14Mn-6Si-9Cr-5Ni and between 101 and 192 nm for Fe-28Mn-6Si-5Cr. These dimensions experienced an increasing tendency with pre-straining degree, with a rate of about 30 nm/ % pre-strain. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSurface profile. =650 \0$aTensile pre-straining. =650 \0$aAtomic force microscopy. =650 \0$aShape memory effect. =650 \0$aShape memory alloys. =650 14$aAtomic force microscopy. =650 24$aShape memory alloys. =650 24$aStress-induced martensite. =650 24$aSurface profile. =650 24$aTensile pre-straining. =700 1\$aLohan, N.-M.,$eauthor. =700 1\$aMihalache, E.,$eauthor. =700 1\$aPricop, B.,$eauthor. =700 1\$aMocanu, M.,$eauthor. =700 1\$aBujoreanu, L.-G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150435.htm =LDR 03206nab a2200577 i 4500 =001 JTE20150168 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150168$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150168$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA403 =082 04$a515/.2433$223 =100 1\$aDey, Papan,$eauthor. =245 10$aReal Time Implementation of 3-Phase 4-Wire Shunt Hybrid Active Power Filter Based on PI Controller /$cPapan Dey, Shameem Ahmad, Saad Mekhilef, Fadi M. Albatsh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aThis paper presents an active and reactive (D-Q) current control method to generate the required reference current for three phase four wire shunt hybrid active filter (SHAPF) to solve power system network problems. Here, the passive elements of SHAPF have been used for compensation of reactive power and lower order harmonics and the active part mitigates the higher order harmonics. A modified phase lock loop has been used to handle the double frequency element of non-ideal voltages. A PI controller is used in the DC voltage loop for minimization of unwanted power loss inside the inverter. The simulation has been conducted in MATLAB/SIMULINK environment for ideal and unbalanced mains voltage condition. A laboratory prototype has been built on dSPACE1104 platform to verify the feasibility of the suggested SHAPF controller. From the simulation and experimental results the robustness of the proposed SHAPF controller has been proved. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPI controller. =650 \0$aActive power filter. =650 \0$aHarmonic compensation. =650 \0$aPhase lock loop (PLL) =650 \0$aHarmonic analysis. =650 \0$aFunctional analysis. =650 \0$aProbabilities. =650 14$aActive power filter. =650 24$aHarmonic compensation. =650 24$aPhase lock loop (PLL) =650 24$aPI controller. =650 24$aSynchronous reference frame (SRF) method. =650 24$aTotal harmonic distortion (THD) =700 1\$aAhmad, Shameem,$eauthor. =700 1\$aMekhilef, Saad,$eauthor. =700 1\$aAlbatsh, Fadi M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150168.htm =LDR 03095nab a2200529 i 4500 =001 JTE20150322 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150322$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150322$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS592.6.O73 =082 04$a631.4/17$223 =100 1\$aShaban, A. M.,$eauthor. =245 10$aDevelopment of the Miniaturized Pressuremeter Test to Evaluate Unbound Pavement Layers /$cA. M. Shaban, P. J. Cosentino. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe development of a reliable field test that can be utilized to determine in situ pavement characteristics is discussed in this work. The developed device, which is a modified version of the PENCEL pressuremeter has a 6-in. inflatable probe capable of measuring field stress-strain response of the soils without worrying about edge effects of thin unbound granular layers. A roadway project was selected to conduct some preliminary field measurements in its subgrade layer. The PENCEL pressuremeter (PPMT) along with the miniaturized pressuremeter (MPMT) were used during the testing program to check the performance of the new device, and to validate its results. The results indicated that strength and stiffness properties of poorly graded sand subgrade, measured from running the miniaturized pressuremeter, compare well with those measured from the PENCEL pressuremeter. The MPMT data can be employed as essential inputs to evaluate existing pavement structures as part of a pavement-management system, and as critical inputs in empirical design methods of new flexible pavements and/or pavement overlays. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSoils. =650 \0$aModulus. =650 \0$aPavement. =650 \0$aPressuremeter. =650 \0$aSewage sludge. =650 \0$aSoils$xOrganic compound content. =650 14$aSoils. =650 24$aPressuremeter. =650 24$aModulus. =650 24$aPavement. =650 24$aStress-strain relationship. =700 1\$aCosentino, P. J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150322.htm =LDR 03414nab a2200649 i 4500 =001 JTE11215J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11215J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11215J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN685 =082 04$a669/.028/4$223 =100 1\$aSyamala Rao, BC.,$eauthor. =245 10$aEvaluation of Erosion Resistance of Metallic Materials and the Role of Material Properties in Correlations /$cBC. Syamala Rao, P. Veerabhadra Rao, NS. Lakshmana Rao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aA study of the correlations between material properties and normalized erosion resistance (inverse of erosion rates) of various materials tested in the rotating disk and the flow venturi at various intensities indicates that different individual properties influence different stages of erosion. At high and low intensities of erosion, energy properties predominate the phenomenon, whereas at intermediate intensities strength and acoustic properties become more significant. However, both strength and energy properties are significant in the correlations for the entire spectrum of erosion when extensive cavitation and liquid impingement data from several laboratories involving different intensities and hydrodynamic conditions are considered. The use of true material properties improved the statistical parameters by 3 to 37%, depending on the intensity of erosion. It is possible to evaluate qualitatively the erosion resistances of materials based on the true stress-true strain curves. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aErosion. =650 \0$aCavitation. =650 \0$aIntensities. =650 \0$aPredictions. =650 \0$aCorrelations. =650 \0$aCharacteristics. =650 \0$aStatistical analysis. =650 \0$aTrue material properties. =650 \0$aDrop tests (impact tests) =650 \0$aIndustrial Chemistry/Chemical Engineering. =650 \0$aElectrometallurgy. =650 14$aCorrelations. =650 24$aErosion. =650 24$aCavitation. =650 24$aDrop tests (impact tests) =650 24$aCharacteristics. =650 24$aIntensities. =650 24$aStatistical analysis. =650 24$aTrue material properties. =650 24$aPredictions. =700 1\$aVeerabhadra Rao, P.,$eauthor. =700 1\$aLakshmana Rao, NS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11215J.htm =LDR 02805nab a2200589 i 4500 =001 JTE11217J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11217J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11217J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620.1126$223 =100 1\$aBogar, FD.,$eauthor. =245 14$aThe Influence of Bulk-Solution-Chemistry Conditions on Marine Corrosion Fatigue Crack Growth Rate /$cFD. Bogar, TW. Crooker. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aAn exploratory study has been conducted to determine the influence of bulk-solution-chemistry conditions on corrosion fatigue crack growth rate in high strength alloys. Various solutions commonly employed in studies relating to marine corrosion were evaluated for their relative severity in crack growth rate tests. Related aspects involving aeration and applied cathodic potential were included. The results indicate that bulk-solution-chemistry conditions can influence measured values of corrosion fatigue crack growth rate by as much as a factor of three; however, the relative severity of various solutions can vary, depending on alloy composition. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aSeawater. =650 \0$aCorrosion. =650 \0$aAluminum alloys. =650 \0$aCrack propagation. =650 \0$aFracture mechanics. =650 \0$aFatigue (materials) =650 \0$aStrains and stresses. =650 \0$aMaterials$xFatigue$xTesting. =650 14$aCorrosion. =650 24$aFatigue (materials) =650 24$aCrack propagation. =650 24$aSteels. =650 24$aAluminum alloys. =650 24$aSeawater. =650 24$aFracture mechanics. =700 1\$aCrooker, TW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11217J.htm =LDR 02769nab a2200553 i 4500 =001 JTE11216J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11216J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11216J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aDeans, WF.,$eauthor. =245 12$aA Simple and Sensitive Method of Monitoring Crack and Load in Compact Fracture Mechanics Specimens Using Strain Gages /$cWF. Deans, CE. Richards. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThe calibrated strain on the back face (the face opposite that from which the slot is machined) of compact tension (CT) and T-type wedge-opening-loading (WOL) specimens provides a method for measuring crack length when the load is known or for measuring load when the crack length is known. The method is simple, reliable, sensitive, and inexpensive. A good correlation was achieved between strain measurements on a CT specimen and values computed from a two-dimensional finite element analysis. The method has good potential for developing into a more sensitive crack length measurement technique than has previously been achieved. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLoads (forces) =650 \0$aBack-face strain. =650 \0$aCrack propagation. =650 \0$aFractures (materials) =650 \0$aStress intensity factor. =650 \0$aMetals$xFracture. =650 \0$aSelf-organizing systems. =650 14$aCrack propagation. =650 24$aLoads (forces) =650 24$aFractures (materials) =650 24$aLinear elastic fracture mechanics. =650 24$aBack-face strain. =650 24$aStress intensity factor. =700 1\$aRichards, CE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11216J.htm =LDR 02367nab a2200529 i 4500 =001 JTE11218J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11218J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11218J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.1/12$223 =100 1\$aFrench, RH.,$eauthor. =245 10$aUse of the Double Torsion Method to Study Crack Propagation in an Adhesive Layer /$cRH. French, R. Raj. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aThe double torsion technique offers a simple method of studying crack propagation in adhesive layers. The method has been applied successfully to obtain crack-velocity versus crack-extension-force curves for fracture in bonds constructed from an epoxy and a nylon-impregnated adhesive. The thickness of the adhesive layer is found to have a significant effect on the fracture behavior. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAdhesives. =650 \0$aComposites. =650 \0$aCrack propagation. =650 \0$aFractures (materials) =650 \0$aMetals$xFracture. =650 \0$aMachine parts$xMaterials$xFractures. =650 \0$aMachine design. =650 14$aAdhesives. =650 24$aFractures (materials) =650 24$aCrack propagation. =650 24$aComposites. =700 1\$aRaj, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11218J.htm =LDR 02898nab a2200541 i 4500 =001 JTE11221J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11221J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11221J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA931 =082 04$a531/.382$223 =100 1\$aPaolinelis, SG.,$eauthor. =245 10$aThree-Point Bending at Large Deflections of Beams with Different Moduli of Elasticity in Tension and Compression /$cSG. Paolinelis, SA. Paipetis, PS. Theocaris. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aAn analytical investigation of three-point bending at large deflections was carried out with materials exhibiting different moduli of elasticity in tension and in compression. It was found that the solutions developed by the authors elsewhere for equal moduli materials were still valid, provided that load and beam depths were replaced by equivalent values derived by multiplying the actual values by factors that were functions of the moduli ratio only. The moduli ratio, even for small deviations from unity, was found to influence the behavior of the system considerably. Interaction with friction at the supports could render experimental results unreliable, and hence complete knowledge of the reaction forces during the bending test, both by magnitude and direction, appears to be necessary. Experimental evidence appears to support the present theoretical predictions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBending. =650 \0$aTension. =650 \0$aDeflection. =650 \0$aCompression. =650 \0$aBeams (supports) =650 \0$aElasticity. =650 14$aBending. =650 24$aDeflection. =650 24$aBeams (supports) =650 24$aCompression. =650 24$aTension. =700 1\$aPaipetis, SA.,$eauthor. =700 1\$aTheocaris, PS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11221J.htm =LDR 02717nab a2200613 i 4500 =001 JTE11214J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11214J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11214J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA413 =082 04$a620.12$223 =100 1\$aFindley, WN.,$eauthor. =245 12$aA Tower Extensometer /$cWN. Findley, JK. Lepper. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA self-contained extensometer is described for rapid and highly accurate tension testing of several samples of rigid plastics over the entire range from zero load through fracture. The instrument has high sensitivity and linearity; negligible friction, backlash, and dead zone; a construction that permits installation after the specimen is located in the machine and that permits leaving the instrument on during fracture; and a design that averages the strain of the specimen. The instrument may also be used on metals whose hardness is significantly less than that of the gage points. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEpoxy. =650 \0$aStresses. =650 \0$aExtensometers. =650 \0$aTension tests. =650 \0$aPlastics testing. =650 \0$aSpeed of testing. =650 \0$aPlastics extensometer. =650 \0$aStress-strain of epoxy. =650 \0$aExtensometer. =650 \0$aStrain gages. =650 14$aExtensometers. =650 24$aTension tests. =650 24$aStresses. =650 24$aPlastics testing. =650 24$aPlastics extensometer. =650 24$aSpeed of testing. =650 24$aEpoxy. =650 24$aStress-strain of epoxy. =700 1\$aLepper, JK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11214J.htm =LDR 03090nab a2200577 i 4500 =001 JTE11220J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11220J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11220J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.84 =082 04$a620.1/127$223 =100 1\$aBaram, JC.,$eauthor. =245 10$aAcoustic Emission Monitoring of High-Temperature Cyclic Oxidation Damage in a Titanium-Aluminum-Vanadium Alloy /$cJC. Baram, D. Itzhak, M. Rosen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe feasibility of using acoustic emission techniques to monitor high-temperature thermal cycling oxidation damage in Ti-6Al-4V was studied between 600 and 900°C. Acoustic emission distribution analysis was applied to discriminate between different mechanical processes that lead to spalling of the oxide layers. It has been proven that acoustic emission follows very closely the exact material oxidation damage mechanism. Plastic deformation and partial stress relief in the oxide alloy system give rise to increasing emission of low peak amplitude pulses. Cracking and fracture of the oxide's scale, followed by spalling, produce a high rate of acoustic emission, with an increased fraction of high peak amplitude pulses. Nondestructive monitoring of oxidation damage in Ti-6Al-4V by acoustic emission was shown to be able to predict the onset of catastrophic spalling of the oxide's scale. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aOxidation damage. =650 \0$aAcoustic measurement. =650 \0$aCatastrophic spalling. =650 \0$aThermal cycling tests. =650 \0$aNondestructive monitoring. =650 \0$aAcousticemissiontesting. =650 14$aAcoustic measurement. =650 24$aStresses. =650 24$aThermal cycling tests. =650 24$aOxidation damage. =650 24$aTi-6Al-4V. =650 24$aNondestructive monitoring. =650 24$aCatastrophic spalling. =700 1\$aItzhak, D.,$eauthor. =700 1\$aRosen, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11220J.htm =LDR 02527nab a2200565 i 4500 =001 JTE11219J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11219J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11219J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a620.1/96$223 =100 1\$aFlynn, PL.,$eauthor. =245 10$aCohesive Bond Strength Prediction for Adhesive Joints /$cPL. Flynn. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aAn analytical study was carried out to derive the acoustic spectral response of an attenuating bond line. A similar effort was done to relate the time-base response of an attenuating bond line to the material properties of the adhesive. In this study, resonance separation, ultrasonic amplitude ratio, and resonance depth were related to the acoustic impedance, attenuation, and sound velocity of the adhesive layer. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAdhesive bonding. =650 \0$aBonding strength. =650 \0$aStrength prediction. =650 \0$aAcoustic measurement. =650 \0$aNondestructive testing. =650 \0$aUltrasonic spectroscopy. =650 \0$aAggregates (Building materials)$xTesting. =650 \0$aAsphalt$xTesting. =650 \0$aHeat of wetting. =650 14$aBonding strength. =650 24$aAdhesive bonding. =650 24$aAcoustic measurement. =650 24$aNondestructive testing. =650 24$aUltrasonic spectroscopy. =650 24$aStrength prediction. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11219J.htm =LDR 02765nab a2200553 i 4500 =001 JTE12263J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12263J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12263J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aWindelberg, D.,$eauthor. =245 10$aGeometry of Solidification. I :$bShrinkage Criterion Using Results from Finite Element Analysis /$cD. Windelberg. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThe solidification of molten base material often produces porous or cracked products. Following the investigations of Hansen and Sahm, we try to optimize the product in relation to fewer pores, cracks, and tensions: therefore, we observe the process of solidification of the base material. For the modeling of solidification we use the results of a commercial finite-element analysis program that solves the heat transfer equation. We define a criterion that describes the "goodness" of a casting and discuss the results of the calculation with respect to pores, cracks, and tensions of the product. A "vector of quality" is introduced to describe the results as a certification of the product and to compare castings. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCasting. =650 \0$aCriterion. =650 \0$aShrinkage. =650 \0$aQuality vector. =650 \0$aSolidification. =650 \0$aFinite-element analysis. =650 \0$afinite element analysis. =650 \0$aStructural analysis (Engineering) =650 14$aCasting. =650 24$aSolidification. =650 24$aFinite-element analysis. =650 24$aCriterion. =650 24$aShrinkage. =650 24$aQuality vector. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12263J.htm =LDR 03029nab a2200529 i 4500 =001 JTE12270J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12270J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12270J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD96.M3 =082 04$a543.6502461$223 =100 1\$aOssadnik, S.,$eauthor. =245 10$aDetermination and Calculational Minimization of the Nonlinearity of a Vis-NIR-Spectrophotometer Using the Double Aperture Method /$cS. Ossadnik, G. Naundorf, G. Schwedt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe determination of the nonlinearity of spectrophotometers is essential for evaluating instrument performance. Nonlinearity is cause mainly by the detector system. Indirect methods, e.g., using calibrated filters or standard solutions, to determine these small deviations are not reliable for high-accuracy measurements. Typical uncertainties are in the order of ± 0.003 Abs. (0.5 to 1% of stated transmittance). The double aperture method is based on the principle of light addition. It is a direct method that requires no secondary transmission or concentration measurements. With the double aperture mask, two light beams are produced that can be measured separately or additively. In an ideal linear system, the sum of the separate readings is equal to the additive reading. The deviation in a real system represents a degree of nonlinearity. Through simple mathematical considerations a correction term can be found. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNonlinearity. =650 \0$aPhotometric accuracy. =650 \0$aDouble aperture method. =650 \0$aUV-Vis-NIR spectrometry. =650 \0$aMass spectrometry. =650 \0$aSpectrum analysis$xDiagnostic use. =650 14$aDouble aperture method. =650 24$aNonlinearity. =650 24$aPhotometric accuracy. =650 24$aUV-Vis-NIR spectrometry. =700 1\$aNaundorf, G.,$eauthor. =700 1\$aSchwedt, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12270J.htm =LDR 03281nab a2200577 i 4500 =001 JTE12261J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12261J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12261J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQP519.9.D45 =082 04$a574.192/85$223 =100 1\$aZhang, J.,$eauthor. =245 10$aModel Tests by Centrifuge of Soil Nail Reinforcements /$cJ. Zhang, J. Pu, M. Zhang, T. Qiu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aSoil nailing is an in situ technique to reinforce slopes in the vadose zone where the soil is partially saturated. In this research, model tests of soil nailing on steep cuttings of an unsaturated silty clay were performed using a centrifuge. The results show that soil nailing can greatly increase the stability of cuttings. The length and density of soil nails have significant effects on the deformation behavior and failure mechanism of the soil-nailed structure. When the ratio between the maximum nail length and the excavation depth (L/H) was 0.32 or 0.34, the model slope was unstable with a prototype spacing less than 1.8 m. However, when the L/H ratio was 0.48 or 0.80, the model slope was substantially stable against global failure under the same spacing. External failure occurred in nailed structures with densely reinforced shorter nails; the prototype spacing was less than 1.29 m and the length ratios were 0.32 and 0.34. Internal failure occurred in nailed structures with sparsely reinforced longer nails: the prototype spacing was 3.6 m and the length ratio was 1.0. The failure surfaces of the nailed cuttings were deeper than that of the cutting without reinforcement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSoil nail. =650 \0$aCentrifuge. =650 \0$aFailure mode. =650 \0$aReinforcement. =650 \0$aUnsaturated soil. =650 \0$aZonal centrifuge. =650 \0$aRadioimmunoassay. =650 \0$aCentrifugation, Density Gradient. =650 14$aCentrifuge. =650 24$aSoil nail. =650 24$aReinforcement. =650 24$aUnsaturated soil. =650 24$aFailure mode. =700 1\$aPu, J.,$eauthor. =700 1\$aZhang, M.,$eauthor. =700 1\$aQiu, T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12261J.htm =LDR 02352nab a2200469 i 4500 =001 JTE12269J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12269J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12269J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD75.4.C34 =082 04$a621.37/2$223 =100 1\$aTong, J.,$eauthor. =245 10$aNotes on Direct Current Potential Drop Calibration for Crack Growth in Compact Tension Specimens /$cJ. Tong. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aIn using the direct current potential drop method for crack growth measurement, a suitable reference location on the test piece of a compact tension (CT) specimen seems difficult to find and yet is highly desirable for high-temperature long-term testing. This short report presents a possible solution that seems promising based on our preliminary test results. Vanations in the potential and current lead placement were also evaluated for some typical lead configurations in CT specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLead placement errors. =650 \0$aCompact tension specimens. =650 \0$aCalibration. =650 14$aDirect current potential drop. =650 24$aCompact tension specimens. =650 24$aReference potential leads. =650 24$aLead placement errors. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12269J.htm =LDR 02997nab a2200505 i 4500 =001 JTE12264J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12264J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12264J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS590 =082 04$a631.4/05$223 =100 1\$aPandian, NS.,$eauthor. =245 10$aHeavy Metal Retention Behavior of Clayey Soils /$cNS. Pandian, A. Sridharan, C. Rajasekhar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aEffective waste management requires the protection of groundwater resources against potential contamination from the leachates generated by the land disposed wastes. In general, waste disposal facilities are lined with impermeable barriers to protect against the migration of leachates into the natural water bodies. Clayey soils, due to their easy availability and economic viability, are normally preferred as liner materials. In this regard, extensive laboratory studies have been conducted on clayed soils to understand their permeability behavior as affected by the permeation of contaminant cationic solutions. It is also known that the clayey soils retain the heavy metal ions due to their surface characteristics. However, relatively little information is available on the retention characteristics of clayey soils. Hence, in this study, an attempt has been made to study the retention characteristics of clayey soils upon permeation of inorganic cationic solutions. The results indicate that the major portion of the retention of metal ions by clayed soils is through ion exchange. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aClayey soils. =650 \0$aIon exchange. =650 \0$aHeavy metal retention. =650 \0$aSoils. =650 \0$aSoil science$vPeriodicals. =650 14$aIon exchange. =650 24$aHeavy metal retention. =650 24$aClayey soils. =700 1\$aSridharan, A.,$eauthor. =700 1\$aRajasekhar, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12264J.htm =LDR 03040nab a2200493 i 4500 =001 JTE12268J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12268J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12268J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aDonoso, JR.,$eauthor. =245 14$aThe Calibration Functions of the Arc-Shaped Bend Specimen /$cJR. Donoso, F. Basáez, JD. Landes. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe geometry functions of the Common Format Equation developed by Donoso and Landes were evaluated for the arc-shaped bend specimen. A(B), with a span-to-width ratio S/W of 4 and r1/r2 = 0.95. The specimen geometry functions, Gel = C*BW(b/W)?, and Gpl = CBW(b/W)m, in the elastic and the plastic range, respectively, were numerically computed with the aid of a two-dimensional, nonlinear, plane strain finite element analysis. The elastic solution, in the form of an elastic compliance, was compared to values obtained in the concise format from the K-solutions of ASTM E 1290. The plastic solution, on the other hand, was compared with available experimental values. The numerical results showed ? = ?e1 = 2,1185 and m = ?pl = 2,0894 for the A(B) specimen analyzed. As is the case with other bend-type specimen geometry, ? ? m, which indicates that the J-integral may be computed as one single integral form, in terms of total displacement. For this, it is proposed to use as eta values (clastic and plastic) for the A(B) specimen, the same values of ? derived from the K-solution, dependent on the size ratio r1/r2. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCalibration functions. =650 \0$aArcshaped bend specimen. =650 \0$aElastic-plastic fracture. =650 \0$afracture mechanics. =650 14$aElastic-plastic fracture. =650 24$aCalibration functions. =650 24$aArcshaped bend specimen. =700 1\$aBasáez, F.,$eauthor. =700 1\$aLandes, JD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12268J.htm =LDR 02822nab a2200625 i 4500 =001 JTE12265J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12265J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12265J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA324 =082 04$a515.782$223 =100 1\$aSoboyejo, ABO,$eauthor. =245 12$aA New Multiparameter Approach to the Prediction of Wear Rates in Agricultural Sprayer Nozzles /$cABO Soboyejo, HE. Ozkan, JC. Papritan, WO. Soboyejo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aA probabilistic multiparameter approach is presented in this paper for the prediction of the combined effects of multiple variables on wear rates in the material of agricultural sprayer nozzles. The methodology developed is based on the principles of stochastic processes in mathematical statistics, which essentially involve the statistical formulation of the mathematical models of wear rates as functions of the multiple random variables that may affect agricultural sprayer nozzle wear rates, and the determination of the constants of the probabilistic model using multivariate regression analysis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWear. =650 \0$aModels. =650 \0$aNormal. =650 \0$aNozzle. =650 \0$aLognormal. =650 \0$aProbability. =650 \0$aReliability. =650 \0$aDistributions. =650 \0$aTheory of distributions (Functional analysis) =650 14$aModels. =650 24$aNozzle. =650 24$aWear. =650 24$aDistributions. =650 24$aNormal. =650 24$aLognormal. =650 24$aReliability. =650 24$aProbability. =700 1\$aOzkan, HE.,$eauthor. =700 1\$aPapritan, JC.,$eauthor. =700 1\$aSoboyejo, WO.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12265J.htm =LDR 02607nab a2200589 i 4500 =001 JTE12267J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12267J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12267J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aTigdemir, M.,$eauthor. =245 10$aDevelopment of New Low-Cost Indirect Tensile Test Equipment for Bituminous Mixtures /$cM. Tigdemir, M. Karasahin, SF. Kalyoncuoglu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aIn order to design pavements analytically, mechanical properties such as elastic modulus and Poisson's ratio should be known. In addition, fatigue and plasuc deformation life of bituminous mixtures have to be known. Marshall mix design, while abandoned in many developed countries, is still in use in Turkey. The reason for using the Marshall mix design is the lack of knowledge by highway authorities of other mix design methods, and the cost of change. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aPneumatic. =650 \0$aFuzzy logic. =650 \0$aIndirect tensile. =650 \0$aRepeated loading. =650 \0$aBituminous mixture. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aIndirect tensile. =650 24$aRepeated loading. =650 24$aFuzzy logic. =650 24$aBituminous mixture. =650 24$aFatigue. =650 24$aPneumatic. =700 1\$aKarasahin, M.,$eauthor. =700 1\$aKalyoncuoglu, SF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12267J.htm =LDR 02864nab a2200541 i 4500 =001 JTE12266J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12266J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12266J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBF789.D5 =082 04$a155.9/35$223 =100 1\$aShepherd, D.,$eauthor. =245 10$aEvaluation of the Elevated Temperature Creep Strength of Three Lead-Free Solder Alloys in Soldered Joints /$cD. Shepherd, C. Hagwood, R. Fields. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aAmendments to the Safe Drinking Water Act mandated that soldered joints used in potable water systems be free of lead. In addition to lead contents, allowable pressures used in potable water systems are directly related to the elevated temperature creep strengths of the soldered joints. The National Institute of Standards and Technology (NIST) and the Copper Development Association (CDA) investigated the stress rupture behavior of leadfree soldered joints at four temperatures and various applied stresses. An extensive statistical analysis involving maximum likelihood techniques was used to generate estimated threshold stresses (below which failure in the soldered joints did not occur) as a function of composition and temperature. The results of that study for three solder alloys are given. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep strength. =650 \0$aStress rupture. =650 \0$aLead-free solder. =650 \0$aMaximum likelihood. =650 \0$aDisasters. =650 \0$aPsychology, Social. =650 \0$aStress, Psychological. =650 14$aStress rupture. =650 24$aCreep strength. =650 24$aLead-free solder. =650 24$aMaximum likelihood. =700 1\$aHagwood, C.,$eauthor. =700 1\$aFields, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12266J.htm =LDR 03173nab a2200541 i 4500 =001 JTE12262J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12262J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12262J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aJoyce, JA.,$eauthor. =245 10$aAnalysis of a High Rate Round Robin Based on Proposed Annexes to ASTM E 1820 /$cJA. Joyce. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (23 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aASTM Committee E08 Task Group E08.08.02 has conducted a round robin to evaluate two new proposed Annexes to Standard E 1820. The round robin involved testing compact and three-point bend specimens at elevated test rates using servohydraulic test machines and then analyzing the resulting data using the normalization method proposed by Landes et al. The test rates were limited so that essentially static (noninertial) analysis could be applied to the results with the objective of obtaining J-integral resistance curves (J-R curves) consistent with those obtained by static tests presently sanctioned by E 1820. The normalization method fits an assumed form of function to the normalized load versus displacement relationship of each specimen and provides a technique to estimate the crack length at each data point. The so-called "normalization function" used is fit to data before crack growth initiates and to one point at the end of the test, for which the final measured crack length is assumed to be available. In this sense it acts as an interpolation scheme to estimate crack lengths and hence crack extensions for use in evaluating the specimen J-R curve. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-integral. =650 \0$aDynamic fracture. =650 \0$aCrack propagation. =650 \0$aNormalization method. =650 \0$aElastic-plastic fracture. =650 \0$afracture mechanics. =650 14$aFracture mechanics. =650 24$aElastic-plastic fracture. =650 24$aDynamic fracture. =650 24$aNormalization method. =650 24$aJ-integral. =650 24$aCrack propagation. =650 24$aCTOD. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12262J.htm =LDR 03000nab a2200577 i 4500 =001 JTE12271J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12271J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12271J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT57.95 =082 04$a658.403$223 =100 1\$aHattis, DB.,$eauthor. =245 10$aComparison of the Systems Approach and the Nordic Model and their Melded Application in the Development of Performance-Based Building Codes and Standards /$cDB. Hattis, R. Becker. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe Systems Approach and the Nordic Model are methodologies that have been formulated and applied over the past 30 years to the development of performance-based building codes, standards, and specifications. Their respective use of similar terminology has differed, which has led to some confusion and has contributed to the perception that they are, in fact, quite different. Proponents of each methodology have occasionally stated this perception in public forums and by doing so have created the appearance of controversy. However, a comparative analysis of the Systems Approach and the Nordic Model demonstrates that they are, in fact, quite similar and complementary. They can be melded and applied in a productive manner to the current widespread development of performance-based building codes and standards. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCriteria. =650 \0$aAttributes. =650 \0$aEvaluation. =650 \0$aObjectives. =650 \0$aUser needs. =650 \0$aPerformance statements. =650 \0$aMultiple criteria decision making. =650 \0$aDecision support systems. =650 14$aAttributes. =650 24$aPerformance statements. =650 24$aUser needs. =650 24$aObjectives. =650 24$aCriteria. =650 24$aEvaluation. =650 24$aHierarchy of building elements. =700 1\$aBecker, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12271J.htm =LDR 02562nab a2200517 i 4500 =001 JTE10432J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10432J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10432J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA410 =082 04$a658.5/752$223 =100 1\$aLawson, L.,$eauthor. =245 10$aMicrocracks :$bThe Hazard Function and Reliability Inspection /$cL. Lawson, EY. Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aReliability inspections of structures for fatigue cracks are traditionally conducted at equispaced intervals because, it is assumed, the average slope of the hazard function following an inspection does not change from one inspection to the next. This study examines the common case where fatigue cracks nucleate continually over time. In such cases it is found that the slope of the hazard function after inspection may tend to increase from one inspection to the next, suggesting that inspection intervals should decrease with increasing service life. A formalism is introduced that allows calculation of the hazard function from microcrack data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInitiation. =650 \0$aCrack density. =650 \0$aReliability inspection. =650 \0$aHazard Function. =650 \0$aMicrocracks. =650 14$aMicrocracks. =650 24$aCrack density. =650 24$aInitiation. =650 24$aHazard function. =650 24$aReliability inspection. =700 1\$aChen, EY.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10432J.htm =LDR 02514nab a2200505 i 4500 =001 JTE10428J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10428J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10428J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTG416 =082 04$a624/.25$223 =100 1\$aMackes, KH.,$eauthor. =245 12$aA Pneumatic Pressure Bag Testing Machine for Applying a Uniform Load to Panels and Pallets /$cKH. Mackes, JR. Loferski, MS. White. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aMethods for applying uniformly distributed loads to structures are evaluated. A detailed description is presented for a pneumatic pressure bag (airbag) testing machine built by researchers at Virginia Polytechnic Institute and State University. A 48 in. (1.219 m) square steel plate with an average thickness of 0.498 in. (0.01265 m) was tested to determine whether the machine delivers a true uniformly distributed load. Experimental results are compared to an analytical solution obtained using the ABAQUS finite element program. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFinite element program. =650 \0$aSteel plate. =650 \0$aUniformly distributed load. =650 \0$aPallets. =650 14$aUniformly distributed load. =650 24$aPneumatic pressure bag testing machine. =650 24$aSteel plate. =650 24$aFinite element program. =700 1\$aLoferski, JR.,$eauthor. =700 1\$aWhite, MS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10428J.htm =LDR 02582nab a2200553 i 4500 =001 JTE10427J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10427J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10427J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL521.3 =082 04$a629.47$223 =100 1\$aEliasson, J.,$eauthor. =245 10$aAnalysis of the Coherence of Published Data on Aluminum Matrix Composites /$cJ. Eliasson, R. Sandström. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aData on aluminum matrix composites were previously collected from scientific articles and analyzed. The purpose was to make it possible to select composite materials. During data analysis, incomplete representation of the information was discovered in many cases. Since this situation is not uncommon for advanced materials, it was decided to characterize the information that was missing. Important information has been divided into three main groups: mandatory, essential, and recommended meta data, where the meta data is the background information to actual data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAluminum. =650 \0$aDatabase. =650 \0$aComposite. =650 \0$aMeta data. =650 \0$aAluminum$xFatigue. =650 \0$aAluminum$xThermal properties. =650 \0$aAluminum oxides. =650 \0$aFatigue tests. =650 \0$aMetal matrix composites. =650 14$aAluminum. =650 24$aComposite. =650 24$aDatabase. =650 24$aMeta data. =700 1\$aSandström, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10427J.htm =LDR 02466nab a2200577 i 4500 =001 JTE10426J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10426J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10426J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC330 =082 04$a536/.25$223 =100 1\$aNarendranath, CS.,$eauthor. =245 10$aEffect of Cooling Rate Variables on the Solidification Time and Microstructure of Permanent Mold Magnesium-Treated Iron Castings /$cCS. Narendranath, MN. Srinivasan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThis paper deals with studies on the effect of cooling rate variations on the solidification times and microstructure of permanent mold magnesium-treated cast iron. Cooling rate variations were brought about by changes in the casting size or mold preheating temperature or mold wall thickness. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGraphite. =650 \0$aCast iron. =650 \0$aMicrostructure. =650 \0$aPermanent mold. =650 \0$aSolidification. =650 \0$aThermal convection. =650 \0$aHeat conduction. =650 \0$aPorous materials$xThermal properties. =650 14$aCast iron. =650 24$aPermanent mold. =650 24$aSolidification. =650 24$aGraphite. =650 24$aMicrostructure. =650 24$aHeat conduction. =650 24$aThermal convection. =700 1\$aSrinivasan, MN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10426J.htm =LDR 02337nab a2200505 i 4500 =001 JTE10431J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10431J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10431J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD501 =082 04$a620.11223$223 =100 1\$aKim, J-D,$eauthor. =245 10$aEffect of Carbide and Oxide Coating Thickness on Cutting Tool Wear in the Turning Process /$cJ-D Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aIn this investigation, tool grade P20 WC was coated using the Chemical Vapor Deposition (CVD) method. The specimen was coated uniformly with Al2O3 of 1.5 µm thickness over an additional coating of TiC. TiC coating thickness varied at four different thicknesses: 3 µm, 6 µm, 9 µm, and 12 µm. The investigation was conducted with a turning operation in high-strength steel at higher cutting speed. Using SEM and X-ray, the progress of crater wear was carefully observed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCarbide. =650 \0$aTool wear. =650 \0$aOxide coating. =650 \0$aCoating thickness. =650 \0$aTiC coating. =650 14$aCoating thickness. =650 24$aTool wear. =650 24$aTiC coating. =650 24$aOxide coating. =650 24$aCarbide. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10431J.htm =LDR 03832nab a2200625 i 4500 =001 JTE10421J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10421J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10421J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC183 =082 04$a541/.33$223 =100 1\$aMoidu, AK.,$eauthor. =245 10$aAnalysis of the Peel Test :$bPrediction of Adherend Plastic Dissipation and Extraction of Fracture Energy in Metal-to-Metal Adhesive Joints /$cAK. Moidu, AN. Sinclair, JK. Spelt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aThe peel test has been widely used for the mechanical measurement of the adhesion phenomenon. However the proportion of the energy input dissipated plastically within the adherend is a major concern in analyzing peel test data. This paper presents an analytical approach to predict the adherend plastic dissipation in the peel test for metal-to-metal adhesive joints, thereby allowing the fracture energy to be extracted from the test data using an energy balance approach. Expressions are developed for the deflection of an elastic-plastic beam on an elastic foundation, which is then combined with known solutions for the deformation of an elastic-plastic strip under large displacement. The model takes into account both the adhesive and adherend compliance effects on the plastic dissipation. Numerical predictions of the model are presented to gain insight into the effects of adherend properties and peel angle on plastic dissipation in the peel test. It is demonstrated that experimental results with various adherend properties and peel angles are consistent with the predictions of the model. An important conclusion is that for typical structural adhesives, the effects of plastic dissipation may be kept small by using a relatively low yield strength alloy with a thickness much smaller than the critical thickness at which the plastic dissipation effect is a maximum. The extraction of the fracture energy from the test data is also discussed with regard to the mixed-mode nature of the peel test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPeel test. =650 \0$aMode ratio. =650 \0$aEnergy balance. =650 \0$aFracture energy. =650 \0$aElastic foundation. =650 \0$aPlastic dissipation. =650 \0$aElastic-plastic beam. =650 \0$aAdhesive joints. =650 \0$aAdhesives. =650 \0$aButt joint. =650 14$aPeel test. =650 24$aMetal-to-metal adhesive joints. =650 24$aPlastic dissipation. =650 24$aFracture energy. =650 24$aEnergy balance. =650 24$aElastic-plastic beam. =650 24$aElastic foundation. =650 24$aMode ratio. =700 1\$aSinclair, AN.,$eauthor. =700 1\$aSpelt, JK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10421J.htm =LDR 03057nab a2200541 i 4500 =001 JTE10429J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10429J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10429J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a624.1/8$223 =100 1\$aXu, Y.,$eauthor. =245 12$aA Modified Miniature Disk Test for Determining Material Mechanical Properties /$cY. Xu, Z. Zhao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThis paper briefly describes the apparatus and experimental procedure for the modified miniature specimen test (MMST). The primary focus is on the thought and methodology of converting data. The accuracy and reliability of test results are emphasized. The fundamental relations for converting experimental data are established via analysis of elastic-plastic bulge deformation behavior of a middle-thick circular plate loaded at the center for which the circumference is fixed and points at the boundary can move in a radial direction. The formulas for calculating materials strength and ductility have been derived from the relation. Three types of unirradiated materials whose strengths are different and one kind of 316 SS irradiated by protons were tested with MMST. The test results along with the standard deviations are presented. The comparison of these data with that for uniaxial tension tests is also given. The evaluation of material equivalent fracture strain was also performed with the MMST. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrength. =650 \0$aDuctility. =650 \0$aConversion data. =650 \0$aMechanical properties. =650 \0$aComposites. =650 \0$aComposite materials$xMechanical properties. =650 14$aModified miniature specimen test (MMST) =650 24$aMiddle-thick circular plate. =650 24$aElastic-plastic bulge deformation. =650 24$aConversion data. =650 24$aStrength. =650 24$aDuctility. =700 1\$aZhao, Z.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10429J.htm =LDR 02786nab a2200517 i 4500 =001 JTE10430J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10430J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10430J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.7 =082 04$a620/.44$223 =100 1\$aWhelan, AE.,$eauthor. =245 10$aCharacterizing Shock Absorbers for Ground Vehicle Simulation /$cAE. Whelan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aA new method of ground vehicle shock absorber characterization using lumped acceleration excitation is presented. By using a triangular waveform and lumping the acceleration at the beginning and end of travel, this method produces a 27% larger mapping on the phase plane than traditional harmonic (sinusoidal waveform) excitation characterization. Force response surfaces are created based on the lumped acceleration and on harmonic excitation data. A difference surface is created between the common regions of both force response surfaces. A correlation is made between the response of the lumped acceleration force response surface to harmonic inputs and observed data. Hysteresis effects are noted using the lumped acceleration force response surface at low frequencies. A standard materials testing machine is used to characterize the shock absorber. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShock absorber. =650 \0$aCharacterization. =650 \0$aGround vehicle simulation. =650 \0$aForce response surface. =650 \0$aSurface roughness. =650 \0$aModeling. =650 14$aShock absorber. =650 24$aCharacterization. =650 24$aModeling. =650 24$aForce response surface. =650 24$aGround vehicle simulation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10430J.htm =LDR 02396nab a2200505 i 4500 =001 JTE10424J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10424J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10424J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126$223 =100 1\$aMarur, PR.,$eauthor. =245 12$aA Compact Testing System for Dynamic Fracture Studies /$cPR. Marur, KRY Simha, PS. Nair. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aDevelopment of a compact instrumented impacting apparatus for dynamic fracture studies designed on the lines of a swing pendulum machine is described. Salient features of the system and instrumentation calibration procedures are presented. The dynamic characteristics of the system are explained with the aid of a simple inertial model. Results of dynamic fracture experiments conducted on aluminum 6061 alloy and polymethylmethacrylate (PMMA) are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInstrumented impact tests. =650 \0$aFracture. =650 \0$aFracture mechanism. =650 \0$aToughness. =650 14$aDynamic fracture toughness. =650 24$aInstrumented impact tests. =650 24$aThree-point bend specimens. =650 24$aCrack propagation velocity. =700 1\$aSimha, KRY,$eauthor. =700 1\$aNair, PS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10424J.htm =LDR 02573nab a2200493 i 4500 =001 JTE10423J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10423J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10423J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1186 =082 04$a671.5/3$223 =100 1\$aVandeput, FR.,$eauthor. =245 10$aStrength Testing of Brittle Materials in Tubular Form Using Elastomeric Inserts /$cFR. Vandeput. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe tensile strength of a brittle material can be determined by bursting of tubular test specimens. A bursting test in which a tube is partially pressurized by an elastomeric insert is described. The results of the bursting test can be correlated with the transverse rupture strength of the material by using statistical fracture theories that take into account the size, stress distribution, and stress state in the test specimens. Bursting and three-point bending tests were conducted on cemented tungsten carbide specimens. The transverse rupture strength obtained from the three-point bending tests was correlated with the hoop strength of the tubes using the Barnett-Freudenthal and Weibull theory of fracture. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture. =650 \0$aBrittle materials. =650 \0$aTungsten carbide. =650 \0$aMetal-cutting tools. =650 \0$aBurst testing. =650 14$aBrittle materials. =650 24$aTungsten carbide. =650 24$aBurst testing. =650 24$aFracture. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10423J.htm =LDR 02949nab a2200505 i 4500 =001 JTE10433J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10433J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10433J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA406 =082 04$a620.1123$223 =100 1\$aTew, BW.,$eauthor. =245 10$aStiffening Effects of Photoelastic Coatings on Orthotropic Plates /$cBW. Tew, DM. Blackketter, RK. Lemmon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aPhotoelastic coatings have been used successfully for years to help engineers understand the stress state within a test specimen or structural component under load. For very stiff specimens, the addition of a photoelastic coating does little to change the stress state within the specimens. However, photoelastic coatings used with relatively flexible specimens have a significant stiffening effect which has been quantified and documented for isotropic materials. Correction factors have been developed that allow the analyst to account for the stiffness added to the specimen by the coating. This technical note addresses the stiffening effect of isotropic photoelastic coatings on orthotropic specimens, and provides orthotropic correction factors needed to correctly interpret stress results obtained using photoelastic analyses. The derivation of these correction factors assumes that loads are applied only along principal planes. Consequently, shear stresses due to specimen orthotropy are not present. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOrthotropic materials. =650 \0$aPhotoelasticity. =650 \0$aExperimental methods. =650 \0$aStress analysis. =650 14$aExperimental methods. =650 24$aPhotoelasticity. =650 24$aOrthotropic materials. =650 24$aStress analysis. =700 1\$aBlackketter, DM.,$eauthor. =700 1\$aLemmon, RK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10433J.htm =LDR 03078nab a2200553 i 4500 =001 JTE10422J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10422J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10422J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS227.2 =082 04$a671.5/2$223 =100 1\$aYee, R.,$eauthor. =245 12$aA Reversing Direct Current Potential Drop System for Detecting and Sizing Fatigue Cracks along Weld Toes /$cR. Yee, SB. Lambert. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aSteel welded T-joints with 102 mm thick base plates were fatigue tested in three-point bending. A reversing direct current potential drop (DCPD) system was used to detect the initiation of multiple surface cracks along the transverse weld toes of these joints and to monitor the size and shape of fatigue cracks that developed from these cracks. Potential drop readings were obtained by fixed probes straddling the weld toes and normalized with respect to potential drop readings from a remote reference probe. The normalized potential drop readings from each probe were related to the local crack depth by two-dimensional (2-D) calibrations derived by boundary element analyses and the foil analogue method. The fixed-probe arrangement was able to detect 0.4 mm to 1.0 mm deep surface cracks along the transverse weld toes of the T-joints. The 2-D calibrations were able to predict the crack depth at the deepest points of these cracks to within ±10%. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWeld toes. =650 \0$aFatigue cracks. =650 \0$aFoil analogue method. =650 \0$aWelded steel T-joints. =650 \0$aWelded joints. =650 \0$aWelded steel. =650 \0$aSteel, Structural$xWelding. =650 14$aReversing direct current potential drop method (DCPD) =650 24$aBoundary element analyses. =650 24$aFoil analogue method. =650 24$aWelded steel T-joints. =650 24$aFatigue cracks. =650 24$aWeld toes. =700 1\$aLambert, SB.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10422J.htm =LDR 02483nab a2200517 i 4500 =001 JTE10425J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10425J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10425J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC915 =082 04$a551.57$223 =100 1\$aRuiz, J.,$eauthor. =245 10$aUltra-High-Vacuum Chamber for Environmental-Fatigue Testing /$cJ. Ruiz, M. Elices. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThis paper describes an ultra-high-vacuum (UHV) chamber for environmental fatigue crack growth tests. The main components of this testing device are the working chamber, where the test is conducted, the gas entry lines, and the quadrupole chamber, which is used for analyzing the environment. Advice on the assembly and behavior of these components is also given. As an example of the performance of the system, novel results are reported of crack growth rates in an aluminum alloy (AA7017-T651) when tested in high vacuum, pure oxygen, and at different water vapor pressures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aHigh vacuum. =650 \0$aWater vapor. =650 \0$aWater vapor, Atmospheric. =650 \0$aCrack growth rate. =650 14$aEnvironmental crack growth. =650 24$aHigh vacuum. =650 24$aWater vapor. =650 24$aCrack growth rate. =650 24$aFatigue. =700 1\$aElices, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10425J.htm =LDR 02697nab a2200505 i 4500 =001 JTE100588 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100588$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100588$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRD101 =082 04$a617.4/71044$223 =100 1\$aNoda, N-A,$eauthor. =245 10$aStress Intensity Formulas for Three-dimensional Cracks in the Vicinity of an Interface /$cN-A Noda, B. Liang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aIn this study, stress intensity formulas are considered in terms of the square root of area parameter to evaluate arbitrary shaped defects or cracks in the vicinity of an interface.Here "area" is the projected area of the defect or crack.Stress intensity factors for an elliptical crack parallel to a bimaterial interface are considered with varying the distance, aspect ratio of the crack, and combinations of material's elastic constants.Also, stress intensity factors of an interface crack and a crack in a functionally graded material are investigated.Then, it is found that the maximum stress intensity factors normalized by the square root of area are always insensitive to the crack aspect ratio.They are given in a form of formulas useful for engineering applications. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack. =650 \0$aFracture mechanics. =650 \0$aBimaterial interface. =650 \0$aStress intensity factor. =650 \0$aFractures. =650 14$aFracture mechanics. =650 24$aStress intensity factor. =650 24$aBimaterial interface. =650 24$aCrack. =700 1\$aLiang, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100588.htm =LDR 03598nab a2200493 i 4500 =001 JTE100136 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100136$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100136$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK6575 =082 04$a621.38$223 =100 1\$aChen, DH.,$eauthor. =245 10$aUsing Nondestructive Testing Technologies to Assist in Selecting the Optimal Pavement Rehabilitation Strategy /$cDH. Chen, T. Scullion. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aA comprehensive evaluation of pavement condition and an understanding of the underlying causes of pavement distress is vital in selecting the optimal rehabilitation strategy. Three projects were investigated in this study to demonstrate the application of nondestructive testing technologies in this election process. Ground Penetrating Radar (GPR), Falling Weight Deflectometer(FWD), and Dynamic Cone Penetrometers (DCP) were successfully used on these TxDOT projects. GPR was employed successfully to locate defects in the hot mix surface layer that were responsible for the chronic distress on US 69.This roadway was rehabilitated previously but the strategy used had not addressed the root cause of the pavement problem. FWD and DCP data were also used to determine the structural capacity or layer moduli of the pavement system that allows the designer to derive the overlay thickness. Coring and trenching were utilized to verify the defects detected in the GPR data. The advantage of nondestructive testing is that it provides a comprehensive evaluation of sub surface conditions throughout the entire project, not only at locations where coring and trenching are performed. Furthermore, GPR was employed to verify a rehab design of an old JCP pavement on SH 73. Originally, the plan called for pressure grouting to fill the subsurface voids. However, GPR found no voids under the JCP slab; this was validated in subsequent coring. Therefore the GPR results helped district personnel to eliminate the cost of the pressure grouting. For comparison purposes, GPR results from IH 45 and US 82 (where there were voids under JCP slabs) were utilized. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNondestructive testing. =650 \0$aRehabilitation strategy. =650 \0$aRadar. =650 \0$aDetectors. =650 14$aNondestructive testing. =650 24$aGround Penetrating Radar (GPR) =650 24$aRehabilitation strategy. =650 24$aFalling Weight Deflectometer. =700 1\$aScullion, T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100136.htm =LDR 02865nab a2200505 i 4500 =001 JTE100329 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100329$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100329$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA931 =082 04$a531/.382$223 =100 1\$aZhang, B.,$eauthor. =245 10$aNew Method for Testing Fiber-reinforced Polymer Rods Under Flexure /$cB. Zhang, R. Masmoudi, B. Benmokrane. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThis paper provides a new test method to determine the flexural properties of FRP reinforcing rods for material specifications, research and development, quality assurance, and structural design and analysis.This test method specifies the requirements of four-point flexural tests on FRP rods used in place of steel reinforcement or prestressing tendon in concrete on the basis of the knowledge gained from research results.This test method follows the ASTM standard test methods with some modifications according to the intended purpose and easy realization of the tests.Furthermore, flexural verification tests have been conducted on six sizes of diameters of GFRP rods, from #3 to #8 and each having six specimens.The test results were discussed and compared with that obtained from the three-point flexural tests as specified by the ASTM standard test method for flexural properties of fiber reinforced pultruded plastic rods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlexural strength. =650 \0$aModulus of elasticity. =650 \0$aElasticity. =650 \0$aElastic properties. =650 14$aFiber-reinforced polymer (FRP) =650 24$aFlexural strength. =650 24$aModulus of elasticity. =650 24$aRod. =700 1\$aMasmoudi, R.,$eauthor. =700 1\$aBenmokrane, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100329.htm =LDR 03097nab a2200565 i 4500 =001 JTE100184 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100184$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100184$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC665.E38 =082 04$a537.6$223 =100 1\$aHanumantha Rao, B.,$eauthor. =245 10$aAccelerated Diffusion Test on the Intact Rock Mass /$cB. Hanumantha Rao, A. Dalinaidu, DN. Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b49 =520 3\$aContaminant transport through intact rock mass is predominantly diffusive and its modeling using the conventional laboratory tests is extremely time consuming. In addition, maintaining constant ambient conditions over a long duration is difficult and practically impossible. This necessitates modification of the conventional laboratory diffusion experiments so that the diffusion of ions through the intact rock mass is accelerated. To achieve this, researchers have employed an electric field across the samples of concrete and clays. However, the influence of the applied electric field on diffusion characteristics of the intact rock mass has not been studied in detail. With this in view, diffusion tests were conducted on the samples of chalk and sandstone by applying electric fields of different strength. Details of the testing methodology are presented in this paper. Efforts were also made to study the influence of the applied electric field on diffusion characteristics of these rocks. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDiffusion. =650 \0$aElectric field. =650 \0$aIntact rock mass. =650 \0$aAccelerated tests. =650 \0$aContaminant transport. =650 \0$aElectric fields. =650 \0$aField theory (Physics) =650 \0$aElectromagnetic fields. =650 14$aContaminant transport. =650 24$aDiffusion. =650 24$aAccelerated tests. =650 24$aIntact rock mass. =650 24$aElectric field. =700 1\$aDalinaidu, A.,$eauthor. =700 1\$aSingh, DN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100184.htm =LDR 02808nab a2200685 i 4500 =001 JTE100475 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100475$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100475$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC929.H6 =082 04$a551.5/253$223 =100 1\$aDilek, U.,$eauthor. =245 10$aDeicer Salt Scaling Resistance of Concrete Containing Manufactured Sands /$cU. Dilek, ML. Leming. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aManufactured sands are produced by crushing rock deposits to produce a fine aggregate which is generally more angular and has a rougher surface texture than naturally weathered sand particles.Manufactured sands can also contain significant quantities of rock dust.As natural sand deposits become depleted near some areas of metropolitan growth, the use of manufactured sands as a replacement fine aggregate in concrete is receiving attention. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPavements. =650 \0$aRock dust. =650 \0$aAngularity. =650 \0$aAir content. =650 \0$aSalt scaling. =650 \0$aBlended sands. =650 \0$aFines content. =650 \0$aFrost durability. =650 \0$aManufactured sand. =650 \0$aMineral admixtures. =650 \0$aFrost. =650 \0$aFreezing. =650 14$aDeicer salt scaling resistance. =650 24$aSalt scaling. =650 24$aManufactured sand. =650 24$aPavements. =650 24$aManufactured fine aggregate. =650 24$aFrost durability. =650 24$aAngularity. =650 24$aFines content. =650 24$aRock dust. =650 24$aAir content. =650 24$aMineral admixtures. =650 24$aBlended sands. =700 1\$aLeming, ML.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100475.htm =LDR 02766nab a2200565 i 4500 =001 JTE100622 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100622$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100622$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA931 =082 04$a531/.382$223 =100 1\$aShindo, Y.,$eauthor. =245 10$aEffect of Magnetic Field on Fatigue Crack Propagation of Single-Edge Cracked Soft Ferromagnetic Specimens under Mode I Loading /$cY. Shindo, I. Shindo, F. Narita. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe purpose of this paper is to investigate the effect of magnetic field on the fatigue crack growth behavior of nickel iron soft ferromagnetic materials under Mode I loading.Fatigue crack growth tests were conducted using single-edge cracked tension specimens in a magnetic field, and the effects of magnetic field and loading condition on the crack growth rates were examined.Magnetic field effect on the stress intensity factor range also was discussed for a single-edge cracked soft ferromagnetic strip.The fracture surfaces were examined by scanning electron microscopy to correlate with fatigue characteristics. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aCrack growth. =650 \0$aMaterial testing. =650 \0$aMagnetoelastic analysis. =650 \0$aElasticity. =650 \0$aElastic properties. =650 14$aElasticity. =650 24$aMagnetoelastic analysis. =650 24$aMaterial testing. =650 24$aScanning electron microscopy. =650 24$aSoft ferromagnetic materials. =650 24$aFatigue. =650 24$aCrack growth. =700 1\$aShindo, I.,$eauthor. =700 1\$aNarita, F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100622.htm =LDR 02990nab a2200565 i 4500 =001 JTE100045 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100045$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100045$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a665.5388$223 =100 1\$aLee, K.,$eauthor. =245 10$aDynamic Modulus of Asphalt Mixtures for Development of Korean Pavement Design Guide /$cK. Lee, H. Kim, N. Kim, Y. Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThis paper presents the dynamic modulus of asphalt mixtures with granite aggregate which are highly common in Korea. Dynamic modulus was determined by the simplified master curve using test data covering a large range of temperatures from ?10°C to 55°C. Four different asphalt mixtures were evaluated in this paper. Four specimens were chosen to evaluate mixtures with two different aggregates (13 mm, 19 mm) except for two different asphalt binders(PG 58-22, PG 64-16). In addition, the mixture was controlled air void (2,4, 6%) and asphalt content based on optimum asphalt binder by a Superpavegyratory compactor. It adopts sigmoidal function and compressive dynamic modulus test data obtained at a matrix combination of different frequencies and test temperatures. The experimental dynamic modulus values were compared against modulus values obtained from the predictive equations proposed by NCHRP 1-37AMEPDG. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPhase angle. =650 \0$aMaster curve. =650 \0$aAsphalt mixture. =650 \0$aDynamic modulus. =650 \0$aSigmoidal function. =650 \0$aAsphalt. =650 \0$aBituminous materials. =650 14$aAsphalt mixture. =650 24$aDynamic modulus. =650 24$aMaster curve. =650 24$aPhase angle. =650 24$aSigmoidal function. =700 1\$aKim, H.,$eauthor. =700 1\$aKim, N.,$eauthor. =700 1\$aKim, Y.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100045.htm =LDR 02619nab a2200493 i 4500 =001 JTE100122 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100122$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100122$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBF482 =082 04$a612.744$223 =100 1\$aMinak, G.,$eauthor. =245 10$aComparison of Different Methods for Fatigue Limit Evaluation by Means of the Monte Carlo Method /$cG. Minak. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aDifferent methods for the determination of the fatigue or endurance limit of metallic materials are commonly used. They provide different results and it is not possible to know a priori which is more accurate. We tested numerically a number of these methods by means of Monte Carlo simulation, so that it was possible to compare the result to the known exact value. We performed uniaxial fatigue testing as well on a steel containing nonmetallic inclusions in two different states (annealed and hardened) and on a cast aluminum alloy, and we found the fatigue limit according to the methods considered. The results obtained confirmed that in cases of materials containing inclusions or voids the application of the methods analyzed could give inaccurate results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStaircase. =650 \0$aFatigue limit. =650 \0$aProjection methods. =650 \0$aFatigue. =650 \0$aExhaustion. =650 14$aFatigue limit. =650 24$aProjection methods. =650 24$aStaircase. =650 24$aMonte Carlo simulation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100122.htm =LDR 03139nab a2200553 i 4500 =001 JTE100028 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100028$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100028$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBF463.U5 =082 04$a153.4$223 =100 1\$aBeges, G.,$eauthor. =245 10$aAmbiguities in Technical Standards-Case Study IEC 60112-Measuring the Resistance of Solid Isolating Materials to Tracking /$cG. Beges, E. Stare, J. Drnovsek. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThe paper deals with unclear and incomplete specifications in technical standards and discusses, as a consequence, the ambiguities in specifying testing requirements or even the absence of important facts in the standard. It deals in particular with the technical standard related to the EU Low Voltage Directive(73/23/EEC) for ensuring the safety of electric equipment. These facts are becoming more and more important since the required measurement uncertainty, according to EN ISO/IEC 17025 standard for calibration and testing laboratories is widely implemented and accepted especially with the emerging European and global markets. Placing of products on the market depends on the results of conformity testing against specific characteristics. Therefore, given the importance of standardized test procedures, common understanding of specifications and harmonized interpretation of measuring/testing results is of utmost importance. Regarding measurement/test results, the agreement on influential parameters, contribution to the overall uncertainty is of paramount importance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSafety. =650 \0$aStandard. =650 \0$aTest procedure. =650 \0$aConformity assessment. =650 \0$aambiguity. =650 \0$aUncertainty. =650 14$aStandard. =650 24$aTest procedure. =650 24$aSafety. =650 24$aAmbiguity. =650 24$aConformity assessment. =650 24$aIEC 60112. =700 1\$aStare, E.,$eauthor. =700 1\$aDrnovsek, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100028.htm =LDR 02489nab a2200517 i 4500 =001 JTE100082 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100082$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100082$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.A4 =082 04$a546/.673$223 =100 1\$aBacha, A.,$eauthor. =245 10$aMeasuring Stress Strain Curves to Large Strains on Sheet Metal /$cA. Bacha, M. Feuerstein, C. Desrayaud, H. Klöcker. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThe stress-strain response of aluminium sheet has been determined by a novel plane strain compression test on laminated samples up to equivalent strains of 1.2. The test sample is composed of several sheet layers glued together, machined to shape, and then compressed in a lubricated channel diealong the "thin" directions. This simple test has been validated by a comparison of finite element simulations and experimental results. The stress-strain curves can be considered accurate up to strains of 1.2. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRolled sheet. =650 \0$aLarge deformation. =650 \0$aStress strain curve. =650 \0$aAluminum. =650 14$aLarge deformation. =650 24$aStress strain curve. =650 24$aAluminium automotive alloy. =650 24$aRolled sheet. =700 1\$aFeuerstein, M.,$eauthor. =700 1\$aDesrayaud, C.,$eauthor. =700 1\$aKlöcker, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100082.htm =LDR 02967nab a2200517 i 4500 =001 JTE100181 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100181$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100181$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE571 =082 04$a551.3$223 =100 1\$aPan, T.,$eauthor. =245 10$aQuantification of Coarse Aggregate Surface Texture Using Image Analysis /$cT. Pan, E. Tutumluer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aAggregate surface texture affects the performance of pavement and railroad track structural layers, such as the unbound aggregate base/ballast, asphalt concrete, and Portland cement concrete.A quantitative surface texture (ST) index is defined in this paper based on image analysis to measure the irregularities on the surface of coarse aggregate particles in the extent that is not characterized by the commonly used large-scale morphological descriptors, such as flatness, elongation, and angularity.Using an image analysis approach referred to as erosion and dilation, the new ST index quantifies the coarse aggregate surface irregularities at the pixel level.Samples of natural gravel and crushed aggregate were used in establishing a realistic range for the ST index independent of particle size.The effectiveness and practical applicability of the defined ST index in characterizing aggregate surface texture were evaluated by measuring surface irregularities or texture of commonly used coarse aggregate materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImage analysis. =650 \0$aSurface texture. =650 \0$aCoarse aggregate. =650 \0$aErosion and dilation. =650 \0$aErosion. =650 \0$aSedimentation and deposition. =650 14$aCoarse aggregate. =650 24$aSurface texture. =650 24$aImage analysis. =650 24$aErosion and dilation. =700 1\$aTutumluer, E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100181.htm =LDR 02792nab a2200529 i 4500 =001 JTE100159 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100159$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100159$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC137.5 =082 04$a531/.112$223 =100 1\$aUlugergerli, EU.,$eauthor. =245 10$aStatistical Correlations Between Seismic Wave Velocities and SPT Blow Counts and the Relative Density of Soils /$cEU. Ulugergerli, O. Uyanik. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe relation between seismic P and S-wave velocities, standard penetration test blow counts (SPT-N) and relative density are the subject of our research. We focused especially on variations of SPT-N versus seismic velocities and relative density versus seismic velocities. Contrary to the traditional approach, the scattered nature of the graphs led us to define the empirical relations as upper and lower bounds instead of single average curves. The values, calculated from the upper and lower limits, have large ranges and, therefore, span whole observable values of the site and geological unit. The wideness of the range between the upper and lower limit recommends that if a geotechnical parameter is required for the assessment of the soil condition; direct gathering from the field or core sample must be employed for a realistic evaluation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aP-wave. =650 \0$aS-wave. =650 \0$aDensity. =650 \0$aSeismic velocities. =650 \0$aSpeed. =650 \0$aVelocity. =650 14$aSPT. =650 24$aSeismic velocities. =650 24$aDensity. =650 24$aP-wave. =650 24$aS-wave. =700 1\$aUyanik, O.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100159.htm =LDR 03574nab a2200613 i 4500 =001 JTE100168 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100168$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100168$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQK495.A17 =082 04$a583/.28$223 =100 1\$aSilva, A.,$eauthor. =245 10$aTowards the Development of Accelerated Methods for Assessing the Durability of Wood Plastic Composites /$cA. Silva, BL. Gartner, JJ. Morrell. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aWhile wood plastic composites have gained an increasingly large share of the market for decks and other outdoor structures, there are many questions about the long-term potential for biodeterioration of these materials. While the plastic does appear to retard moisture uptake, thereby slowing the rate of degradation, a number of laboratory and field studies have found that fungal attack can occur. One approach to addressing this issue is to alter the WPC by either adding biocides or altering structure to retard fungal attack; however, assessing the durability of these new materials poses a challenge because of the lack of standard methods for accelerating the decay. In this study, we explored the use of agar, soil, vermiculite, and liquid media for accelerating the decay rates of pine and maple based WPCs under laboratory conditions. Agar and soil proved to be the most effective substrates, although the agar systems were far easier to prepare, but the degree of fungal attack was a function of moisture uptake. Thicker samples, which tended to absorb moisture more slowly, tended to have sharply lower weight losses. Maple WPCs tended to be more susceptible to fungal attack than those made with pine, suggesting that altering the wood source could be one simple method for enhancing durability without supplemental biocides. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBrown rot. =650 \0$aWhite rot. =650 \0$aPostia placenta. =650 \0$aTrametes versicolor. =650 \0$aGloeophyllum trabeum. =650 \0$aHigh-density polyethylene. =650 \0$aMaple. =650 \0$aAcer. =650 14$aWood plastic composite (WPC) =650 24$aMaple. =650 24$aPine. =650 24$aHigh-density polyethylene. =650 24$aWhite rot. =650 24$aBrown rot. =650 24$aGloeophyllum trabeum. =650 24$aPostia placenta. =650 24$aTrametes versicolor. =700 1\$aGartner, BL.,$eauthor. =700 1\$aMorrell, JJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100168.htm =LDR 03062nab a2200493 i 4500 =001 JTE100044 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100044$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100044$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGN416 =082 04$a398/.364$223 =100 1\$aMackes, Kurt H.,$eauthor. =245 10$aMissionary Ridge Fire Cost Assessment /$cKurt H. Mackes, Dennis L. Lynch, Stephen K. Kelly, Mike Eckhoff. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aCapturing the true cost of wildland fire events is critical for providing a sound basis for public policy. Recently, Lynch [1] suggested additional factors to consider in addition to suppression costs as a means for gaging a fire's total cost. In this study a similar evaluation was done for the second largest fire in Colorado during the 2002 wildland fire season. The Missionary Ridge fire burned 70 475 acres of land in southwestern Colorado in June and July of 2002. Costs associated with the fire were analyzed and separated into three categories: (1) direct costs, (2) rehabilitation costs, and (3) impact costs. Direct costs during the fire wereUSD90 276 323, rehabilitation costs totaled USD8 732 608, and impact costs that occurred after fire containment through 2003 amounted toUSD50 499 849. Impact costs were still accruing at the time this study was completed. In addition, special values were also considered, including the death of a firefighter, wilderness acreage burned, and loss of sensitive species habitat. These costs were estimated to beUSD3 404 410. The total cost of the fire to date was estimated at USD152 803 785 or more than USD2168 per acre. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFire costs. =650 \0$aMissionary Ridge Fire. =650 \0$aFire. =650 \0$aCombustion. =650 14$aMissionary Ridge Fire. =650 24$aFire costs. =700 1\$aLynch, Dennis L.,$eauthor. =700 1\$aKelly, Stephen K.,$eauthor. =700 1\$aEckhoff, Mike,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100044.htm =LDR 02180nab a2200493 i 4500 =001 JTE10951J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10951J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10951J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGN69.8 =082 04$a614/.1$223 =100 1\$aChipperfield, CG.,$eauthor. =245 12$aA Summary and Comparison of J Estimation Procedures /$cCG. Chipperfield. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe various methods available for estimating the value of the J integral for standard fracture toughness specimens are summarized and compared theoretically and on the basis of available experimental data. Tentative recommendations are made as to which particular methods of analysis should be included in the posttest evaluations of J. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aCrack propagation. =650 \0$aFractures (materials) =650 \0$aFractures. =650 \0$aForensic Anthropology. =650 \0$aFractures, Bone. =650 14$aFractures (materials) =650 24$aStresses. =650 24$aCrack propagation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10951J.htm =LDR 03452nab a2200613 i 4500 =001 JTE10953J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10953J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10953J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA478 =082 04$a620.1/7/23$223 =100 1\$aDorward, RC.,$eauthor. =245 10$aMarine Atmosphere Stress Corrosion Tests on Precracked Specimens from High-Strength Aluminum Alloys :$bEffect of Corrosion-Product Wedging /$cRC. Dorward, KR. Hasse, WJ. Helfrich. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aStress corrosion tests on precracked double-cantilever beam specimens from 2000- and 7000-series aluminum alloys have been in progress for up to seven years at a marine-atmosphere exposure site near Daytona Beach, Fla. One of the most significant results of these tests concerns the effects of specimen self-loading (because of exfoliation and corrosion-product wedging) on the relative crack growth resistance of different alloys. Self-loading is apparently affected by copper content but is not limited to copper-bearing alloys. Copper-free alloy 7039-T64, for example, showed self-loading effects after 3 to 4 years' exposure. Naturally aged 2XXX alloys and peak-aged, copper-containing 7XXX alloys were most sensitive to self-loading, usually showing the effects within six months. However, cracks in 7075-T73, a stress corrosion resistant alloy, also continued to propagate at rates that were not insignificant after several years' exposure, whereas alloy 2024-T851 appeared more resistant to corrosion-product wedging than 7075-T73. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAluminum alloys. =650 \0$aStress corrosion. =650 \0$aFracture mechanics. =650 \0$aPrecracked specimens. =650 \0$aCorrosion environments. =650 \0$aCorrosion-product wedging. =650 \0$aAluminum alloys$xStress corrosion. =650 \0$aSteel alloys$xStress corrosion. =650 \0$aTitanium alloys$xStress corrosion. =650 14$aStress corrosion. =650 24$aAluminum alloys. =650 24$aCorrosion environments. =650 24$aPrecracked specimens. =650 24$aMarine atmosphere exposure. =650 24$aFracture mechanics. =650 24$aCorrosion-product wedging. =650 24$aThreshold stress intensity. =700 1\$aHasse, KR.,$eauthor. =700 1\$aHelfrich, WJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10953J.htm =LDR 02275nab a2200541 i 4500 =001 JTE10956J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10956J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10956J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1555 =082 04$a774$223 =100 1\$aNathan, SS.,$eauthor. =245 10$aHolographic Interferometry Study of Chemical Bond of Concrete to Smooth Steel Rods /$cSS. Nathan, SD. Mehta, A. Selvarajan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA method has been proposed to study the characteristics of bond between steel and concrete. The method involves a bond pullout test and holographic interferometry and is suitable for investigating the two stages of bond, adhesive and frictional. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBonding. =650 \0$aPullout test. =650 \0$aInterferometers. =650 \0$aReinforced concrete. =650 \0$aHolographicinterferometry. =650 \0$aHolographie. =650 14$aReinforced concrete. =650 24$aInterferometers. =650 24$aBonding. =650 24$aPullout test. =650 24$aHolographic interferometry. =700 1\$aMehta, SD.,$eauthor. =700 1\$aSelvarajan, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10956J.htm =LDR 03523nab a2200685 i 4500 =001 JTE10952J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10952J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10952J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.C9 =082 04$a669/.96/3$223 =100 1\$aLamba, HS.,$eauthor. =245 10$aProportional Biaxial Cyclic Hardening of Annealed Oxygen-Free High-Conductivity Copper /$cHS. Lamba, OM. Sidebottom. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aCyclic-dependent hardening of annealed metals is by now a well-known experimental phenomenon. The annealed metal, when cycled between equal tensile and compressive strain limits, develops increasing stresses with each strain reversal. However, most previous experimental work on cyclic hardening has been restricted to axial or torsional loading. In this investigation hollow circular cylinders of annealed oxygen-free high-conductivity copper were subjected to combined axial-torsional cyclic proportional strain histories. The stress-strain histories for different proportional strain paths were correlated on the basis of effective stresses and strains defined previously by Tresca and Mises, and the correlations using Tresca's definitions were shown to be more representative than those of Mises. Power law hardening constants were determined for each stress-strain reversal. The power law hardening constants for axial cycling were predicted with reasonable accuracy from the corresponding torsional constants by employing correlations based on Tresca's definitions of effective stresses and strains. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAxial. =650 \0$aCopper. =650 \0$aTorsional. =650 \0$aLoads (forces) =650 \0$aAnnealed copper. =650 \0$aYield condition. =650 \0$aCyclic hardening. =650 \0$aEffective strain. =650 \0$aEffective stress. =650 \0$aHardening (materials) =650 \0$aDeformational plasticity. =650 \0$aCopper-titanium alloys. =650 \0$aPrecipitationhardening. =650 14$aHardening (materials) =650 24$aCopper. =650 24$aLoads (forces) =650 24$aCyclic hardening. =650 24$aAnnealed copper. =650 24$aDeformational plasticity. =650 24$aYield condition. =650 24$aEffective stress. =650 24$aEffective strain. =650 24$aAxial. =650 24$aTorsional. =700 1\$aSidebottom, OM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10952J.htm =LDR 03059nab a2200649 i 4500 =001 JTE10950J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10950J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10950J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC965.C77 =082 04$a363.11/967721/0975$223 =100 1\$aLawson, R.,$eauthor. =245 10$aComparison of Cotton Fiber Fineness and Maturity on Air-Flow Instruments /$cR. Lawson, HH. Ramey. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aFineness and maturity measures were compared on two groups of cotton samples tested with the Micronaire, Arealometer, and IIC-Shirley fineness/maturity tester; one group was also tested with the Causticaire and sodium hydroxide maturity methods. Most correlations of the various parameters were high for Group A samples composed of four cultivars of Gossypium hirsutum L. The correlations were usually lower for Group B, which was made up of three species and several cultivars. Comparable parameters from different instruments were not always on the same level because of different calibration standards and procedures. However, if the correlation between methods is high, one can move from one measurement to another with a regression equation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFineness. =650 \0$aMaturity. =650 \0$aMicronaire. =650 \0$aArealometer. =650 \0$aCausticaire. =650 \0$aCotton fibers. =650 \0$aAir-flow instruments. =650 \0$aMeasuring instruments. =650 \0$aCottonFiber. =650 \0$aDust$ximmunology. =650 \0$aGossypium$xadverse effects. =650 14$aCotton fibers. =650 24$aFineness. =650 24$aMeasuring instruments. =650 24$aMaturity. =650 24$aAir-flow instruments. =650 24$aArealometer. =650 24$aMicronaire. =650 24$aCausticaire. =650 24$aIIC-Shirley fineness/maturity tester. =650 24$aSodium hydroxide maturity. =700 1\$aRamey, HH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10950J.htm =LDR 02446nab a2200577 i 4500 =001 JTE10954J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10954J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10954J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS227 =082 04$a671.52$223 =100 1\$aBarbato, G.,$eauthor. =245 10$aDesign and Performance of a Deadweight Standard Rockwell Hardness Testing Machine /$cG. Barbato, S. Desogus, R. Levi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe design principles and main features of a deadweight standard hardness testing machine developed at the Instituto di Metrologia "G. Colonnetti" are described. Vickers and Brinell tests with deadweights ranging from 10 to 187.5 kg may be performed on the machine, which is built mainly for Rockwell A, B, and C scales. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCalibrating. =650 \0$aHardness tests. =650 \0$aHardness blocks. =650 \0$aHardness scales. =650 \0$aStandard machine. =650 \0$aRockwell hardness. =650 \0$aOperating conditions. =650 14$aHardness tests. =650 24$aRockwell hardness. =650 24$aCalibrating. =650 24$aHardness scales. =650 24$aStandard machine. =650 24$aHardness blocks. =650 24$aOperating conditions. =700 1\$aDesogus, S.,$eauthor. =700 1\$aLevi, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10954J.htm =LDR 02518nab a2200517 i 4500 =001 JTE10955J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10955J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10955J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA473 =082 04$a620.1/76$223 =100 1\$aTrasi, SR.,$eauthor. =245 10$aImprovement of Sheet Metal Strength by Localized Thermal Shocks /$cSR. Trasi, TR. Hsu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aIn two previous papers, the authors presented results of a new process of introducing beneficial residual stresses in a sheet metal strip containing a small circular hole by a single thermal shock applied over an annular region concentric with the hole. In this paper, it is shown that multiple thermal shocks over separate annular regions are considerably more advantageous in introducing such beneficial residual stresses in the same sheet metal and in permitting wider tolerances for such variables as locations, sizes of shock zones, and strengths of the shocks for desired degree of benefit. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aMetal sheets. =650 \0$aThermal shock. =650 \0$aResidual stress. =650 \0$aResidualstresses. =650 \0$aResidualstresses$xHandbooks, manuals, etc. =650 14$aStresses. =650 24$aMetal sheets. =650 24$aThermal shock. =650 24$aResidual stress. =700 1\$aHsu, TR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10955J.htm =LDR 03179nab a2200517 i 4500 =001 JTE10949J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10949J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10949J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA1231.A8 =082 04$a363.1791$223 =100 1\$aChopra, KS.,$eauthor. =245 10$aInterlaboratory Measurements of Amphibole and Chrysotile Fiber Concentration in Water /$cKS. Chopra. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThis paper presents the results of an evaluation of high-magnification microscopic techniques used to analyze fiber contamination in water conducted by an ASTM Task Group under Subcommittee E04.11 on Electron Metallography. These techniques offer a feasible means of measuring relatively low levels of fiber contamination in environmental water samples. Other bulk-type methods lack the needed sensitivity and selectivity. The transmission electron microscope is the best basic instrument for the analysis, particularly when it is equipped with selected area electron diffraction and energy-dispersive spectroscopy capabilities. The mean fiber concentrations by different groups agree within a factor of two. The interlaboratory reproducibility of 50% can be expected in relatively clean water samples unless the concentration is low. In samples with high concentrations of interfering solids, the precision will not be as good. Interlaboratory reproducibility of 25% is as good as the method can provide. When applied on a broad scale there are variable and significant losses associated with the condensation washing of samples containing amphibole. The losses are low and less varible when condensation washing is used to prepare samples containing chrysotile. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAmphiboles. =650 \0$aSerpentine. =650 \0$aWater quality. =650 \0$aEnvironmental tests. =650 \0$aAmphibole. =650 \0$aChrysotile. =650 \0$aEnvironmental Exposure. =650 14$aWater quality. =650 24$aAmphiboles. =650 24$aSerpentine. =650 24$aEnvironmental tests. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10949J.htm =LDR 03170nab a2200553 i 4500 =001 JTE14067 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE14067$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE14067$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aDing, SH.,$eauthor. =245 10$aAccelerated Aging on Sealants and a Quantificational Way to Evaluate the Durability /$cSH. Ding, DZ. Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aAccelerated aging tests, exposure to heat aging (80°C) and UVA ultraviolet radiation (50°C), lasting for 5000 h, were carried out, respectively, on five samples of building sealants in this paper to study their durability. Tensile adhesion data, hardness, and visual observations are reviewed following specific exposure times. The results have shown that UV accelerates the weathering on the sealant's appearance while heat quickens the worse of mechanical properties. The study also shows that curves of the time dependences of mechanical properties can be fitted as polynomial, which present in the status of fluctuation during aging and the extents of fluctuation under different aging conditions are considerably different. As a result, the unreasonable conclusion is easily drawn by calculating aging rate when doing data processing. The method of calculating deviation coefficient proposed by the authors can quantificationally evaluate and compare the durability of tested sealants. From the results of calculated deviation coefficient the sensitive degree of sealants to different aging conditions can be noted as well. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSealant. =650 \0$aAging rate. =650 \0$aDurability. =650 \0$aAccelerated aging. =650 \0$aDeviation coefficient. =650 \0$aElectrical and Electronic Engineering. =650 \0$aMechanical Engineering. =650 \0$aCivil Engineering. =650 14$aSealant. =650 24$aAccelerated aging. =650 24$aDurability. =650 24$aAging rate. =650 24$aDeviation coefficient. =700 1\$aLiu, DZ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE14067.htm =LDR 02829nab a2200565 i 4500 =001 JTE14068 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE14068$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE14068$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620.1126$223 =100 1\$aGraefe, W.,$eauthor. =245 14$aThe Activation Energy of the Static Fatigue (Creep of Steel) /$cW. Graefe. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aIn an earlier paper [1] the relation ?B = ?? + const. tB-1/4 has been deduced for the time dependence of the strength decrease under a static load. In the formula ?? means the fatigue limit and ?B is the stress causing a fracture after the loading period tB. By application of this formula the activation energy of the static fatigue of glass and of the creep of steel is calculated from experimental data at different temperatures. The activation energy determined for steel corresponds to activation energy for the diffusion of sulfur in iron but corresponds also to the half of the sublimation enthalpy for iron. Therefore, the rate limiting step of the creep of steel at elevated temperatures may be a diffusion of interstitial atoms as well as a quasi-sublimation. A theoretical model is given for the defect growth due to a quasi-sublimation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aGlass. =650 \0$aSteel. =650 \0$aStatic fatigue. =650 \0$aActivation energy. =650 \0$aMaterials$xFatigue$xTesting. =650 \0$aStrains and stresses$xTesting. =650 \0$aFatigue. =650 \0$aMaterials. =650 14$aActivation energy. =650 24$aCreep. =650 24$aGlass. =650 24$aIron. =650 24$aStatic fatigue. =650 24$aSteel. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE14068.htm =LDR 03044nab a2200577 i 4500 =001 JTE12700 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12700$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12700$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a620.1/123$223 =100 1\$aMilan, MT.,$eauthor. =245 10$aSlot Machining Effects on Residual Stress Measurements Using the Crack Compliance Method /$cMT. Milan, WW. Bose Filho, AMS Malafaia, BC. Pelizer, CPO Silva. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe main aim of this paper was to evaluate the practical aspects and compare two of the most common machining techniques employed in the crack compliance (incremental slitting) method for the determination of residual stresses, namely wire electrodischarge machining (WEDM) and circular abrasive saws. For the circular saws, the effect of the rotational speed and blade thickness was also evaluated. Results show that the associated level of errors introduced during thin saw machining can be as low as the results obtained by WEDM machining. However, for practical reasons, WEDM machining offers a better control of cut increment length than sawing techniques. Additionally, higher rotational saw speeds are likely to introduce larger errors in strain readings probably due to higher frictional heat and plasticity generation ahead of the slot tip. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSaw cut. =650 \0$aMachining. =650 \0$aResidual stress. =650 \0$aIncremental slitting. =650 \0$aResidual stresses. =650 \0$aCrack compliance method. =650 14$aCrack compliance method. =650 24$aIncremental slitting. =650 24$aResidual stress. =650 24$aMachining. =650 24$aWire electrodischarge machining. =650 24$aSaw cut. =700 1\$aBose Filho, WW.,$eauthor. =700 1\$aMalafaia, AMS,$eauthor. =700 1\$aPelizer, BC.,$eauthor. =700 1\$aSilva, CPO,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12700.htm =LDR 04239nab a2200589 i 4500 =001 JTE14108 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE14108$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE14108$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a621.48/35$223 =100 1\$aJoyce, JA.,$eauthor. =245 10$aOn Setting Testing Rate Limitations for the Master Curve Reference Temperature, To, of ASTM E 1921 /$cJA. Joyce, RL. Tregoning, C. Roe. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aTests conducted to identify the ductile to brittle transition in ferritic steels have historically been conducted at elevated loading rates since it was understood that this transition was very dependent on the loading rate. By testing at an elevated loading rate, the researcher identified an upper bound transition temperature that could be expected to be conservative for most structural applications. In the development of the Master Curve procedure and the To reference temperature of ASTM E 1921, Standard Test Method for Determination of Reference Temperature, To, for Ferritic Steels in the Transition Range, allowable test rates were restricted to the "quasi-static" regime typical of elastic-plastic fracture toughness standards like E 1290 and E 1820. Since this standard was developed primarily for nuclear pressure vessels in which even a pressurized thermal shock event results in relatively slow loading rates because of the large size of the structures involved, the limitation to rather slow loading rates was not considered to be important. The loading rate allowed by E 1921-03 encompasses approximately two orders of magnitude for dK/dt with dK/dt ? 1.0 Mpa ?m/s, but the standard has not required the direct measurement of the loading rate or the reporting of the actual loading rate. The expectation is that for such a "quasi-static" loading rate the resulting To is not strongly dependent on the loading rate, and the result can be used in "quasi-static" applications without adjustment for the likely difference between test and application loading rates. Recently Hall and Yoon [1] and Wallin [2] have reported results that appear to show that tests conducted over the range of loading rates allowed by E 1921 can result in a difference in the resulting reference temperature of 30 to 50 °C. Wallin has suggested [3] reducing the allowable range of testing to a very narrow factor of 4 centered on dK/dt = 1.0 MPa?m/s, or requiring a correction procedure to account for the test machine rate used. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMaster curve. =650 \0$aHigh rate testing. =650 \0$aPrecracked Charpy. =650 \0$aRapid fracture toughness. =650 \0$aFracture toughness. =650 \0$aNondestructive testing. =650 \0$aJ integral. =650 14$aFracture toughness. =650 24$aA515 structural steel. =650 24$aRapid fracture toughness. =650 24$aJ integral. =650 24$aMaster curve. =650 24$aDuctile-to-brittle transition. =650 24$aHigh rate testing. =650 24$aPrecracked Charpy. =700 1\$aTregoning, RL.,$eauthor. =700 1\$aRoe, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE14108.htm =LDR 03074nab a2200493 i 4500 =001 JTE12696 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12696$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12696$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA492.W4 =082 04$a671.52/0422$223 =100 1\$aJohan Singh, P.,$eauthor. =245 10$aExperimental Determination of Fatigue Crack Closure in 316 (N) Weld Using a Global CMOD Method /$cP. Johan Singh, SL. Mannan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aThe crack closure phenomenon is important in order to assess the fatigue crack growth. Hence, the accurate measurement of the opening load of the crack is essential for the determination of the effective stress intensity factor range (?Keff). The crack opening or closing point is commonly measured from load-displacement or load-differential displacement records. In spite of much effort devoted to the measurement and interpretation of closure, there seems to be no accurate method for evaluating the crack closure loads. This paper describes a "global crack mouth opening displacement" (GCMOD) method for the measurement of crack opening load on CT specimens. The crack opening load was determined from the change in the slope of the load versus displacement curve and is used to characterize closure loads in 316 (N) austenitic stainless steel weld at different a/W ratios during fatigue testing. A good correlation was obtained for ?Keff/?K=-0.265 (a/W)+0.590 (for R=0.1) in the range 0.35 <=a/W<=0.55. The loading-unloading hysteresis is clearly observed. Experimental results indicate that the closure load is almost independent of the crack lengths. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack closure. =650 \0$aFatigue crack growth. =650 \0$aCompact tension specimens. =650 14$aFatigue crack growth. =650 24$aCrack closure. =650 24$aGCMOD. =650 24$a316 (N) weld. =650 24$aCompact tension specimens. =700 1\$aMannan, SL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12696.htm =LDR 03105nab a2200541 i 4500 =001 JTE12724 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12724$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12724$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH1725 =082 04$a693.8$223 =100 1\$aTian, H.,$eauthor. =245 10$aControl of Noise and Specimen Temperature During 1 kHz Fatigue Experiments /$cH. Tian, D. Fielden, MJ. Kirkham, PK. Liaw. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b39 =520 3\$aBoth sound-proofing and sound-conditioning methods were employed in the construction of a sound-insulation room to house a 1 kHz servohydraulic fatigue testing machine to protect researchers from excessive noises caused by the running machine. The "box inside a box" construction and acoustical foams were used to improve the sound insulation of the room. Special attention was paid to a door, a window, and cable holes. In addition, the specimen self-heating effect during a high-frequency fatigue experiment was found to influence the fatigue life of materials. The specimen temperature in air during fatigue tests at 700 Hz is much higher than at 10 Hz. The fatigue resistance was lessened by a higher specimen temperature. A cooling method using nitrogen gas was employed to control the specimen temperature during fatigue testing. The fatigue lives of specimens in air were generally longer for the tests conducted at 700 Hz with cooling using nitrogen gas, as compared to those without cooling, and were comparable with those at 10 Hz in air. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSound-proofing. =650 \0$aSound-conditioning. =650 \0$aSpecimen temperature. =650 \0$aDwellings$xSound proofing. =650 \0$aExterior walls. =650 \0$aWood$xAcoustic properties. =650 14$a1 kHz fatigue. =650 24$aSound-proofing. =650 24$aSound-conditioning. =650 24$aSpecimen temperature. =700 1\$aFielden, D.,$eauthor. =700 1\$aKirkham, MJ.,$eauthor. =700 1\$aLiaw, PK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12724.htm =LDR 03118nab a2200709 i 4500 =001 JTE12659 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12659$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12659$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA347.F5 =082 04$a620.00151825$223 =100 1\$aElzafraney, M.,$eauthor. =245 10$aTesting Techniques and Tools to Determine Properties of Fiber-Reinforced Rods /$cM. Elzafraney, P. Soroushian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aFiber-reinforced polymer (FRP) composite bars are corrosion-proof and provide relatively high strength levels when compared with ordinary steel reinforcement. This study aims to provide comprehensive testing techniques that cover a wide range of FRP bar properties. Techniques and tests to determine mechanical properties of FRP bars such as tensile, flexural, compressive, shear, and bond strength were the scope of this study. Linear thermal shrinkage, creep, and fatigue tests were also considered in this research. Newly-developed instruments were used to conduct the developed tests. Most of the developed and modified tests present consistent results that make them good candidates to evaluate characteristics of FRP rods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTests. =650 \0$aTools. =650 \0$aMethods. =650 \0$aTesting. =650 \0$aConcrete. =650 \0$aProperties. =650 \0$aInstruments. =650 \0$aCharacteristics. =650 \0$aFiber-reinforced polymer. =650 \0$aFinite element method. =650 \0$aSucker rods$xTesting. =650 \0$aFiber-reinforced ceramics$xTesting. =650 \0$aStrains and stresses. =650 14$aFiber-reinforced polymer. =650 24$aFRP. =650 24$aGFRP. =650 24$aBars. =650 24$aRods. =650 24$aTesting. =650 24$aTests. =650 24$aInstruments. =650 24$aTools. =650 24$aProperties. =650 24$aMethods. =650 24$aCharacteristics. =650 24$aConcrete. =700 1\$aSoroushian, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12659.htm =LDR 02600nab a2200517 i 4500 =001 JTE12586 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12586$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12586$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a621.48/35$223 =100 1\$aKamat, SV.,$eauthor. =245 10$aOn Measuring Mixed Mode I/III Fracture Toughness of Ductile Materials Using the Critical Stretch Zone Width /$cSV. Kamat, M. Srinivas, P. Rama Rao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b34 =520 3\$aMixed mode fracture I/III toughness determination for ductile materials currently uses an empirical equation for the blunting line. A modification based on the use of experimental measurements of the critical stretch zone width (SZWc) for the blunting line is suggested. A further modification, also based on SZWc measurements, that gives a notch root independent mixed mode I/III fracture toughness from a single specimen is described. Mixed mode fracture toughness tests on Armco iron, CP titanium, mild steel, and nickel have been carried out to evaluate these methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBlunting line. =650 \0$aConstraint factor. =650 \0$aStretch zone width. =650 \0$aFracture toughness. =650 \0$aNondestructive testing. =650 14$aMixed mode I/III fracture toughness. =650 24$aStretch zone width. =650 24$aBlunting line. =650 24$aConstraint factor. =700 1\$aSrinivas, M.,$eauthor. =700 1\$aRama Rao, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12586.htm =LDR 02892nab a2200625 i 4500 =001 JTE14082 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE14082$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE14082$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ180.55.M4 =082 04$a509$223 =100 1\$aKonnert, A.,$eauthor. =245 10$aStatistical Rules for Laboratory Networks /$cA. Konnert, C. Berding, S. Arends, C. Parvin, CL. Rohlfing, H-M Wiedmeyer, R. Little, C. Siebelder, C. Weykamp. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aWithin the definition of reference methods, laboratory networks and interlaboratory studies play an important role. To maintain the quality of the results statistical rules for quality control need to be defined. In this note we review statistical rules for the evaluation of laboratories participating in interlaboratory studies as well as data evaluation rules for the calculation of consensus means. The practicality of the derived rules is elaborated for a number of recent HbAlc interlaboratory studies. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aQuality control. =650 \0$aStatistical rules. =650 \0$aInterlaboratory studies. =650 \0$aStatistics for networks. =650 \0$aInternet. =650 \0$aInformation networks. =650 \0$aInformation technology. =650 14$aHbAlc reference standardization. =650 24$aInterlaboratory studies. =650 24$aStatistical rules. =650 24$aQuality control. =650 24$aStatistics for networks. =700 1\$aBerding, C.,$eauthor. =700 1\$aArends, S.,$eauthor. =700 1\$aParvin, C.,$eauthor. =700 1\$aRohlfing, CL.,$eauthor. =700 1\$aWiedmeyer, H-M,$eauthor. =700 1\$aLittle, R.,$eauthor. =700 1\$aSiebelder, C.,$eauthor. =700 1\$aWeykamp, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE14082.htm =LDR 03589nab a2200517 i 4500 =001 JTE13178 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE13178$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE13178$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aChang, J-R,$eauthor. =245 10$aApplication of 3D Laser Scanning on Measuring Pavement Roughness /$cJ-R Chang, K-T Chang, D-H Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThis study evaluates the use of 3D laser scanning technology to measure pavement roughness. Three 100 m test sections, ranging from smooth to very rough (with apparent cracks, areas of distress, and manholes) were selected to investigate the capability of the 3D laser scanning technology. Rod and level surveys were conducted to establish the reference profile for each test section. In addition, Multiple Laser Profiler (MLP) was employed to measure the multiple paths of each test section. Results from multiple paths of 3D laser scanning were compared with those from MLP and rod and level surveys. The 100 m reference profiles indicate similar results between the 3D laser scanning and rod and level survey. With 95% confidence, the statistical paired-samples T-test indicates that there is no significant variation between the results from rod and level surveys and 3D laser scanning. The data include IRI from 2.83 to 13.15 m/km such that they represent a wide spectrum of pavement conditions. The coefficient of correlation (R2) between the MLP and 3D laser scanning from 20 longitudinal profiles is 0.99. The 3D laser scanning is a static method and thus the data do not have to be filtered and therefore there is no associated cut-off wavelength problem. Based on the results gathered, the 3D laser scanner is able to collect reliable profile data and has high potential to be used as a QC/QA tool for construction acceptance. Through 3D laser scanning technology, pavement engineers are able to visualize the pavement roughness covering the entire pavement width in unprecedented detail that consists of extremely rich and accurate point-cloud data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSmoothness. =650 \0$aElectrical and Electronic Engineering. =650 \0$aMechanical Engineering. =650 \0$aCivil Engineering. =650 \0$aRoughness. =650 14$aRoughness. =650 24$aSmoothness. =650 24$a3D laser scanning. =650 24$aIRI. =700 1\$aChang, K-T,$eauthor. =700 1\$aChen, D-H,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE13178.htm =LDR 02499nab a2200565 i 4500 =001 JTE14007 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE14007$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE14007$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS195.8 =082 04$a688.8$223 =100 1\$aPaul Singh, S.,$eauthor. =245 10$aMeasurement and Analysis of Vibration Levels in Commercial Truck Shipments in Thailand and Its Impact on Packaged Produce /$cS. Paul Singh, B. Jarimopas, W. Saengnil. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe purpose of this study was to measure and analyze the vibration levels in commercial truck shipments in Thailand. Trucks with leaf spring suspensions are the most common logistics method to move products in South East Asia. This study measured the vibration levels in two of the most commonly used truck types used to ship packaged goods as a function of road condition and vehicle speed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFruit. =650 \0$aTesting. =650 \0$aPackaging. =650 \0$aVibration. =650 \0$aPackaging$xTesting. =650 \0$aShipping. =650 \0$aPallets (Shipping, storage, etc)$xEvaluation. =650 \0$aTruck transport. =650 14$aVibration. =650 24$aTesting. =650 24$aPackaging. =650 24$aTruck transport. =650 24$aFruit. =700 1\$aJarimopas, B.,$eauthor. =700 1\$aSaengnil, W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE14007.htm =LDR 02901nab a2200565 i 4500 =001 JTE12707 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12707$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12707$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK2931 =082 04$a621.31/2429$223 =100 1\$aSato, K.,$eauthor. =245 10$aTracking the Onset of Damage Mechanism in Ceria-based Solid Oxide Fuel Cells under Simulated Operating Conditions /$cK. Sato, H. Omura, T. Hashida, K. Yashiro, H. Yugami, T. Kawada, J. Mizusaki. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aA simple mechanical damage testing method, combined with Acoustic Emission (AE) monitoring was developed in order to investigate the mechanical performance of solid oxide fuel cells under simulated environments. The damage testing method was applied to ceria electrolyte-supported single cells. The damage process was shown to involve vertical cracking and de lamination in the cathode, and vertical cracking in the electrolyte, and the fracture damage was most likely due to chemical expansion-induced stresses. It was demonstrated that the AE method enabled us to detect the above-mentioned damage process and to determine the condition for the onset of the damage in the single cell. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamage mechanism. =650 \0$aAcoustic emission. =650 \0$aCeria-based single cell. =650 \0$aFuel cells. =650 \0$aSolid oxide fuel cells. =650 14$aSolid oxide fuel cells. =650 24$aCeria-based single cell. =650 24$aDamage mechanism. =650 24$aAcoustic emission. =700 1\$aOmura, H.,$eauthor. =700 1\$aHashida, T.,$eauthor. =700 1\$aYashiro, K.,$eauthor. =700 1\$aYugami, H.,$eauthor. =700 1\$aKawada, T.,$eauthor. =700 1\$aMizusaki, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12707.htm =LDR 02914nab a2200493 i 4500 =001 JTE100048 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100048$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100048$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA347.F5 =082 04$a620.001/51825$223 =100 1\$aMa, L.,$eauthor. =245 10$aEffects of Steel and Tungsten Carbide Ball Indenters on Rockwell Hardness Measurements /$cL. Ma, SR. Low, J. Fink. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aThe Rockwell hardness (HR) test is a valuable and widely used indentation hardness test for evaluating mechanical properties of metallic materials. For the Rockwell scales that use a ball indenter, either a steel or tungsten carbide (WC) ball indenter is permitted to be used in the current standards of ASTM International and the International Organization for Standardization. However, significant differences occur in Rockwell hardness tests depending on whether the ball indenter that is used is made of steel or WC. In this paper, finite element analysis is used to simulate the HR indentation process using steel and WC ball indenters on the same test materials under the same testing conditions. The effects of four different sizes of steel and WC ball indenters on different Rockwell hardness scales are studied and compared with the experimental tests. This study provides important approximations of differences between the performance of steel and WC Rockwell hardness indenters. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBall indenter. =650 \0$aRockwell hardness test. =650 \0$aFinite element analysis. =650 \0$aEngineering mathematics. =650 14$aBall indenter. =650 24$aFinite element analysis. =650 24$aRockwell hardness test. =700 1\$aLow, SR.,$eauthor. =700 1\$aFink, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100048.htm =LDR 02878nab a2200505 i 4500 =001 JTE12737 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12737$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12737$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA278.2 =082 04$a001.4/22$223 =100 1\$aHughes, EM.,$eauthor. =245 10$aDeveloping a Geographical Information System Database and Spatial Analysis for a Forest Biomass Resource Assessment /$cEM. Hughes, KH. Mackes. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThis study was done to determine the volume, type, and distribution of forest biomass generated in Larimer County, Colorado. The data were compiled within ArcGISTm, a Geographical Information System (GIS) program to graphically display where they exist. Presenting the data using a GIS format created a clear visual representation of wood supply distribution for Larimer County. The GIS database was developed from many sources, including data provided by the U.S. Forest Service and Colorado State Forest Service, and data from IRS tax records (Agricultural tax credit records). The database summarizes forest biomass generation in terms of harvested acres, volumes, and product type removed. Products were typically in the form of fuelwood, chips, posts, and small saw logs. Data were converted into a format compatible with ArcGISTM, thus contained in one easily understood database. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBioenergy. =650 \0$aForest biomass. =650 \0$aAlternative fuel. =650 \0$aGeology$xStatistical methods$xData processing. =650 \0$aSpatial analysis (Statistics) =650 14$aForest biomass. =650 24$aSmall diameter wood utilization. =650 24$aBioenergy. =650 24$aAlternative fuel. =700 1\$aMackes, KH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12737.htm =LDR 02866nab a2200553 i 4500 =001 JTE12186 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12186$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12186$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.S3 =082 04$a624.1/779$223 =100 1\$aLincoln, JD.,$eauthor. =245 10$aInstrumentation for Determining the Local Damping Capacity in Honeycomb Sandwich Composites /$cJD. Lincoln, LE. Rieger, JC. Earthman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aA mechanical percussion probe originally designed for determining the damping capacity of dental implants has been adapted to assess the damping capacity in a localized area of honeycomb sandwich composites without inflicting damage on the structure. The new instrumentation is light, portable, and inexpensive compared with other testing techniques. Furthermore, it allows quick access to areas not easily accessible by ultrasonic methods. The damping capacity of honeycomb sandwich composite structures is of interest to engineers as it reflects the ability of a material to absorb and isolate vibration. Honeycomb sandwich structures with various damping treatments were constructed and accurately evaluated with the instrumentation. Detection capabilities and limitations were also evaluated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPrepreg. =650 \0$aHoneycomb. =650 \0$aPeriometer. =650 \0$aLoss factor. =650 \0$aLocal damping capacity. =650 \0$aSandwich construction. =650 \0$aStructural analysis (Engineering) =650 14$aHoneycomb. =650 24$aPrepreg. =650 24$aLoss factor. =650 24$aLocal damping capacity. =650 24$aPeriometer. =700 1\$aRieger, LE.,$eauthor. =700 1\$aEarthman, JC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12186.htm =LDR 03420nab a2200589 i 4500 =001 JTE12535 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12535$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12535$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS119 =082 04$a630$223 =100 1\$aKumaran, MK.,$eauthor. =245 10$aVapor Permeances, Air Permeances, and Water absorption Coefficients of Building Membranes /$cMK. Kumaran, JC. Lackey, N. Normandin, D. van Reenen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aBuilding membranes are integral parts of North American buildings. Some are installed beneath commonly used exterior claddings, brick, and stucco to reduce the risk of water infiltration into the wall systems. Others are used for controlling vapor diffusion though the envelope or as the airtight element of the air barrier system of the envelope. To determine the suitability of a membrane for its intended application, it is necessary to have reliable information on its inherent physical properties. This paper reports the water vapor permeance, the air permeance, and the water absorption coefficient for 18 building membranes that are found in North American markets today. These membranes include paper-based as well as polymer-based materials. The properties reported here show that at the design stage most of the membranes can be considered as the airtight element of air barrier systems and as part of the second line of defense against rainwater penetration. The membranes provide a range of values for water vapor permeance and therefore open up opportunities for a designer to integrate innovative vapor diffusion control strategies for exterior walls and to prolong their service lives. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAir barrier. =650 \0$aAir permeance. =650 \0$aVapor retarder. =650 \0$aBuilding membrane. =650 \0$aAbsorption of water. =650 \0$aAir Permeances. =650 \0$aWater vapor permeance. =650 \0$aWater absorption coefficient. =650 14$aBuilding membrane. =650 24$aWater vapor permeance. =650 24$aWater absorption coefficient. =650 24$aAir permeance. =650 24$aVapor retarder. =650 24$aAir barrier. =700 1\$aLackey, JC.,$eauthor. =700 1\$aNormandin, N.,$eauthor. =700 1\$avan Reenen, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12535.htm =LDR 03131nab a2200613 i 4500 =001 JTE12694 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12694$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12694$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTG325.6 =082 04$a624.2/83$223 =100 1\$aHsu, CTT,$eauthor. =245 10$aDirect Shear Behavior of Carbon Fiber-Reinforced Polymer Laminates and Concrete /$cCTT Hsu, W. Punurai, Y. Jia, H. Bian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThis paper explores the direct shear behavior between carbon fiber-reinforced polymer (CFRP) laminates and concrete. To study the push-off strength and slip relationship of externally bonded strengthening system, a new test setup is proposed herein. In this research, a total of 27 specimens are tested. The test variables include the maximum compressive strength of concrete, from 4000 to 12000 psi. With this test setup, it has been found to be able to investigate the direct shear condition between the CFRP laminates and concrete. Based on the present test results, empirical formulas to account for the push-off strength and slip relationship of various concrete compressive strengths are developed. This relationship enables further understanding of the transfer mechanism between the CFRP laminates and concrete. Also, the effect of salt water on the ultimate direct shear strength of the CFRP strengthening system is discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTests. =650 \0$aConcrete. =650 \0$aSalt water. =650 \0$aDirect shear. =650 \0$aCFRP laminates. =650 \0$aPush-off strength. =650 \0$aBridges$xFloors$xMaterials. =650 \0$aFiber-reinforced concrete. =650 \0$aPolymer-impregnated concrete. =650 14$aDirect shear. =650 24$aPush-off strength. =650 24$aSlip. =650 24$aCFRP laminates. =650 24$aConcrete. =650 24$aSalt water. =650 24$aTests. =700 1\$aPunurai, W.,$eauthor. =700 1\$aJia, Y.,$eauthor. =700 1\$aBian, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12694.htm =LDR 03404nab a2200553 i 4500 =001 JTE12590 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12590$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12590$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD381.9.T54 =082 04$a547.70454$223 =100 1\$aKulkarni, SP.,$eauthor. =245 10$aHot Wire Method to Characterize the Thermal Conductivity of Particle-Filled Polymer Grouts Used in Pipe-in-Pipe Application /$cSP. Kulkarni, C. Vipulanandan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aInsulated flowlines are considered a practical solution to prevent hydrate formation and paraffin deposition during the transportation of unprocessed well fluids to production facilities. A conventional pipe-in-pipe (PIP) system relies mainly on the heat transfer mode based on the thermal conductivity of the insulation material. Hence, in this study, a laboratory procedure was used to determine the thermal conductivity (k) of a polymer-based insulator (pumpable before setting) with and without filler materials. Microspheres (<0.008 in. (0.2 mm)) and aggregates (<0.752 in. (19.1 mm)) were used as filler materials. The conventional radial-flow hot wire method was compared with the axial-flow hot wire method to determine the thermal conductivity. Both transient and steady state conditions were used to determine the thermal conductivity of polymer composites. The thermal conductivity of the polymer at steady state was 0.107 W/mk, which was reduced due to the addition of microspheres and was increased due to the addition of aggregates. The thermal conductivity of pure polymer at steady state was 14.5 % higher than the transient thermal conductivity. Based on published data, a relationship between thermal conductivity and density was developed and verified with data from the current study. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPolymer. =650 \0$aAggregates. =650 \0$aMicrospheres. =650 \0$aPipe-in-pipe. =650 \0$aThermal conductivity. =650 \0$aPolymer solutions$xThermal conductivity. =650 \0$aHot Wire Method. =650 14$aThermal conductivity. =650 24$aPipe-in-pipe. =650 24$aHot wire method. =650 24$aMicrospheres. =650 24$aPolymer. =650 24$aAggregates. =700 1\$aVipulanandan, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12590.htm =LDR 02386nab a2200529 i 4500 =001 JTE100121 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100121$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100121$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.R8 =082 04$a620.1/94$223 =100 1\$aCambiaghi, D.,$eauthor. =245 10$aHigh Frequency Dynamic Testing of Rubbers and Rubber to Metal Devices /$cD. Cambiaghi, A. Magalini, G. Ramorino, T. Ricc,̣ D. Vetturi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThis paper develops a methodology to test and evaluate the dynamic properties of elastomeric compounds and of rubber to metal devices by means of an electrodynamic shaker. The dynamic tensile and shear moduli of elastomeric materials and the dynamic stiffness of rubber components are evaluated under different conditions of excitation frequency, temperature, dynamic deformation, and static load. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRubbers. =650 \0$aNonlinearity. =650 \0$aDynamic behavior. =650 \0$aRubber. =650 \0$aLatex. =650 14$aRubbers. =650 24$aDynamic behavior. =650 24$aNonlinearity. =700 1\$aMagalini, A.,$eauthor. =700 1\$aRamorino, G.,$eauthor. =700 1\$aRicc,̣ T.,$eauthor. =700 1\$aVetturi, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100121.htm =LDR 02935nab a2200553 i 4500 =001 JTE14087 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE14087$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE14087$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTT557 =082 04$a677$223 =100 1\$aFox, A.,$eauthor. =245 10$aEffects of Laundering on Environmentally-Improved and Classic Denim Fabrics /$cA. Fox, MA. Moore. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aDenim manufactures are capitalizing on consumers' environmental awareness and are producing fabrics constructed from environmentally-improved fibers. This experimental study examined the effects of launderings on the breaking strength, and breaking elongation of environmentally improved and classic denim fabrics. There were significant differences in the percent changes in breaking strength and elongation of the environmentally-improved and classic denim fabrics as a result of repeated launderings. The 80 % cotton/20 % PET (poly (ethylene teraphthalate)) maintained its strength during laundering. The organic cotton performed similarly to the two classic fabrics; it proved robust to laundering with respect to breaking strength and breaking elongation. Overall, the environmentally-improved denim fabrics performed similarly to the classic denim fabrics with respect to breaking strength and breaking elongation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLaundering. =650 \0$aClassic denim. =650 \0$aBreaking strength. =650 \0$aBreaking elongation. =650 \0$aDenim. =650 \0$aJeans (Clothing) =650 \0$aTextilefabrics. =650 14$aBreaking strength. =650 24$aBreaking elongation. =650 24$aDenim. =650 24$aEnvironmentally-improved fabrics. =650 24$aClassic denim. =650 24$aLaundering. =700 1\$aMoore, MA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE14087.htm =LDR 03646nab a2200541 i 4500 =001 JTE12596 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12596$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12596$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a621.48/35$223 =100 1\$aLandes, JD.,$eauthor. =245 10$aEvaluation of the ASTM J Initiation Procedure Using the EURO Fracture Toughness Data Set /$cJD. Landes. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThe multiple specimen procedure for the evaluation of a JIc value as presently measured using ASTM E 1820 is examined using the large fracture toughness dataset from the EURO round robin. Although a standard test procedure for JIc determination has been in use for more than 20 years, the multiple specimen option has not been regularly reassessed during that time. The EURO dataset was generated to evaluate the transition fracture toughness methods for steels. However, many of the test results produced ductile fracture information in terms of a final J versus ductile crack extension. This is the same information that is measured in a multiple specimen J initiation fracture toughness test. The dataset has more than 300 individual points of J versus crack extension and may be the largest dataset of that type produced for one material. Therefore, it is a useful dataset for evaluating the multiple specimen JIc procedure in ASTM E 1820. This evaluation showed that a value of JIc cannot be determined for a dataset containing more than 300 points, even though these points gave a consistent J-R curve. The criteria that are used for qualification of the data eliminate all of the points as being not qualified. This raises some serious concerns about the usefulness of the method as it is presently written, especially the restrictive nature of the qualification rules. Individual qualification criteria are examined and recommendations made for developing a more reasonable test method, one that can be used in the future to evaluate a multiple specimen fracture toughness for materials typically used in structural applications. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDataset. =650 \0$aStandard test method. =650 \0$aQualification criteria. =650 \0$aFracture toughness. =650 \0$aNondestructive testing. =650 \0$aEURO round robin. =650 14$aFracture toughness. =650 24$aStandard test method. =650 24$aASTM E 1820. =650 24$aJIc. =650 24$aEURO round robin. =650 24$aDataset. =650 24$aQualification criteria. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12596.htm =LDR 03791nab a2200577 i 4500 =001 JTE13140 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE13140$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE13140$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aXu, S.,$eauthor. =245 10$aEffects of Available Energy and Impact Rate on Charpy Absorbed Energy in the Upper Shelf /$cS. Xu, R. Bouchard, WR. Tyson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aAdvances in steelmaking technology have led to the introduction of structural steels with increased strength and toughness, to the extent that the energy absorbed by Charpy samples tested in the upper shelf region commonly approaches or exceeds the maximum available energy in conventional pendulum impact machines. In these circumstances, it becomes relevant to re-examine the validity of absorbed energy values measured in cases where the absorbed energy is a large fraction of the available energy. According to ASTM E 23 clause 10.1, "Absorbed energy values above 80 % of the scale range are inaccurate and shall be reported as approximate." This is because "the velocity of the pendulum decreases...during fracture to the point that accurate impact energies are no longer obtained." Although the 80 % limit has been accepted by consensus for decades, it has been challenged recently with the contention that excess capacities substantially larger than 20% are required to provide machine-independent values of impact energy. The present work was performed to test whether the amount of excess energy (i.e., the difference between available energy and absorbed energy) affects the Charpy absorbed energy in the upper shelf. Two structural steels typical of current linepipe grades have been used in the project, an experimental steel and a commercial steel, both with bainite/ferrite microstructures but with different toughnesses. Charpy samples have been tested at impact rate in pendulum and drop-weight machines. The results confirm the acceptability of absorbed energy values up to 80 % of the machine capacity, in support of the requirement stated in ASTM E 23. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImpact rate. =650 \0$aUpper shelf. =650 \0$aExcess energy. =650 \0$aNotch toughness. =650 \0$aAvailable energy. =650 \0$aElectrical and Electronic Engineering. =650 \0$aMechanical Engineering. =650 \0$aCivil Engineering. =650 14$aCharpy. =650 24$aUpper shelf. =650 24$aAvailable energy. =650 24$aExcess energy. =650 24$aImpact rate. =650 24$aNotch toughness. =700 1\$aBouchard, R.,$eauthor. =700 1\$aTyson, WR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE13140.htm =LDR 02511nab a2200565 i 4500 =001 JTE11892 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11892$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11892$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.1/6/5$223 =100 1\$aSplett, JD.,$eauthor. =245 10$aUncertainty in Reference Values for the Charpy V-notch Verification Program /$cJD. Splett, CM. Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aWe present a method for computing the combined standard uncertainty for reference values used in the Charpy machine verification program administered by the National Institute of Standards and Technology. The technique is compliant with the ISO Guide to the Expression of Uncertainty in Measurement and models the between-machine bias using a Type B distribution. We demonstrate the method using actual data from the Charpy machine verification program. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aISO GUM. =650 \0$aUncertainty. =650 \0$aImpact testing. =650 \0$aNotched-bar testing. =650 \0$aReference specimens. =650 \0$aImpact. =650 \0$aMetals$xTesting. =650 14$aCharpy V-notch. =650 24$aImpact certification program. =650 24$aImpact testing. =650 24$aISO GUM. =650 24$aNotched-bar testing. =650 24$aReference specimens. =650 24$aUncertainty. =700 1\$aWang, CM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11892.htm =LDR 03186nab a2200541 i 4500 =001 JTE14238 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE14238$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE14238$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.9.D343 =082 04$a006.3$223 =100 1\$aKalny, O.,$eauthor. =245 10$aStory of MEGADAC 200 :$bKeeping 200-Channel Legacy Data Acquisition Hardware Running by Developing a New Software Interface /$cO. Kalny, RJ. Peterman, C. Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThis paper deals with a 16-bit 200-channel legacy data acquisition system from the 1980s-megadac 200. megadac is controlled by ASCII strings originating from the host computer connected via a serial (RS-232) port. The original software package for megadac was written in basic and runs only in the dos operating system on an Intel 386 processor, because of memory addressing issues. To interface megadac from a modern computer, a new software interface [Object Oriented Blue Box (oobluebox)] was created using the C++ programming language. This paper describes details of object oriented implementation, architecture of the graphical user interface, and other implementation details including communication with the port. oobluebox enables one to define and calibrate internally energized strain gage sensors and externally energized sensors with voltage output, set up experiment tables for multichannel data acquisition, and perform data acquisition. Several special features, such as channel calibration and run-time plotting were also introduced. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aData acquisition. =650 \0$aSerial port (RS-232) =650 \0$aData mining. =650 \0$aKnowledge acquisition (Expert systems) =650 \0$aDatabase searching. =650 \0$aComputer Science. =650 \0$aData Structures, Cryptology and Information Theory. =650 14$aData acquisition. =650 24$aSerial port (RS-232) =650 24$aObject oriented programming. =650 24$aC++. =700 1\$aPeterman, RJ.,$eauthor. =700 1\$aHuang, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE14238.htm =LDR 03238nab a2200589 i 4500 =001 JTE14085 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE14085$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE14085$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE205 =082 04$a625.8/028/7$223 =100 1\$aKhoury, N.,$eauthor. =245 10$aDurability Effects on Flexural Behavior of Fly Ash Stabilized Limestone Aggregate /$cN. Khoury, M. Zaman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aThis paper examines the flexural behavior of beams, representing a cementitiously stabilized aggregate base, under cyclic loading. Specifically, the effects of different freeze-thaw (F-T) procedures and number of F-T cycles on flexural response are studied. Aggregate beams stabilized with 10 % class C fly ash, cured for different periods (1 h, 3 days, and 28 days) and subjected to F-T cycles are tested for resilient modulus in flexure (Mrf) and modulus of rupture (MOR). The Mrf values decreased with increasing F-T cycles. Changes in Mrf are sensitive to curing periods. Reduction in Mrf and MOR and degradation in specimens are attributed to the increase in moisture content during the thawing phase and formation of ice lenses during the freezing phase. Degradation occurs when the expansion of ice lenses exceeds the pore space available. A correlation between Mrf and stress ratio shows that Mrf decreases with increasing stress ratio, in an overall sense. A steep decrease in Mrf is observed for stress ratios in the range of 0.1 to 0.3, beyond which no significant reduction is evident. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAggregate bases. =650 \0$aResilient modulus. =650 \0$aFreeze-thaw cycles. =650 \0$aModulus of rupture. =650 \0$aLimestone aggregates. =650 \0$aLimestone. =650 \0$aConcrete pavements. =650 \0$aAggregate tests. =650 \0$aPortland cement. =650 \0$aDurability. =650 \0$aD cracking. =650 14$aDurability. =650 24$aFreeze-thaw cycles. =650 24$aResilient modulus. =650 24$aAggregate bases. =650 24$aModulus of rupture. =700 1\$aZaman, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE14085.htm =LDR 03391nab a2200541 i 4500 =001 JTE12628 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12628$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12628$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ266 =082 04$a621.406$223 =100 1\$aHidalgo, JI.,$eauthor. =245 10$aHigh-Speed Balancing of Rotors with Overhangs :$bWhen Is Overhang Likely to Cause Problems? /$cJI. Hidalgo, AK. Dhingra. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aIn high-speed balancing of flexible rotors with overhangs, it is important to determine ahead of time if the overhang needs to be restrained while the rotor is being tested in the bunker. This is done by adding a stub shaft to the rotor and a third pedestal to the overall system. Since the bearing properties are rarely known precisely and have a considerable influence on the rotor's dynamics, the model complexity increases tremendously if a third pedestal is needed during the balancing operation. From a balance engineer's viewpoint, it is therefore important to know ahead of time, without modeling the entire rotor, if the overhangs are likely to cause a problem during the balancing operation. This paper presents a criterion for identifying rotors with shaft overhangs that are likely to exhibit dangerous behavior while balancing. The proposed approach provides quick estimates of the L-mode frequency of the overhang using the influence coefficients and Dunkerley's formula. Two additional criteria based on further simplifications of the influence coefficient approach are also presented. Numerical results from four industrial rotors recently balanced indicate that the proposed methods are effective in determining the need for a third pedestal without having to resort to extensive rotor modeling. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRotor dynamics. =650 \0$aHigh-speed balancing. =650 \0$aRotors with overhangs. =650 \0$aTransverse vibrations. =650 \0$aInfluence coefficients. =650 \0$aTurbomachines$xVibration. =650 \0$aRotors$xVibration. =650 14$aRotors with overhangs. =650 24$aHigh-speed balancing. =650 24$aRotor dynamics. =650 24$aInfluence coefficients. =650 24$aTransverse vibrations. =700 1\$aDhingra, AK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12628.htm =LDR 02691nab a2200481 i 4500 =001 JTE20160198 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160198$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160198$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA434 =082 04$a620.13505$223 =100 1\$aKhan, M. I.,$eauthor. =245 12$aA Novel Method for Measuring Porosity for Normal and High Strength Concrete /$cM. I. Khan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThis paper described a novel apparatus for the measurement of porosity for normal and high strength mortar and concrete using vacuum-pressure saturation method. A detailed description of design, test procedure, and evaluation of results of the vacuum-pressure saturation apparatus was presented. Porosity values obtained using the apparatus were highly repeatable and reproducible. The apparatus could detect the effect of age, influence of water-binder ratio, and influence of supplementary cementitious materials of concrete and mortar mixtures. The apparatus yielded full saturation for high strength and dense mortar and concrete. The porosity values for normal strength concrete using the vacuum-pressure saturation apparatus were in good agreement with the results obtained using vacuum saturation method proposed by RILEM. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNovel method. =650 \0$aHigh strength concrete. =650 \0$aConcrete porosity. =650 \0$aCement and concrete. =650 14$aNovel method. =650 24$aConcrete porosity. =650 24$aVacuum-pressure saturation. =650 24$aHigh strength concrete. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160198.htm =LDR 03098nab a2200505 i 4500 =001 JTE20160053 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160053$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160053$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC189.5.A1 =082 04$a620.1064$223 =100 1\$aMeeser, R. F.,$eauthor. =245 10$aInvestigation into the Flow-Blocking Ability of a Novel Magneto-Rheological Damper Unit /$cR. F. Meeser, S. Kaul, P. S. Els. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThis paper investigates the flow-blocking ability of a novel valve-mode magneto-rheological (MR) device to determine whether it can be used to replace the existing electro-mechanical solenoid valves that are used to control the semi-active spring characteristics in a four-state, semi-active vehicle suspension system (called the 4S4 system). MR fluids exhibit a reversible behavior that is controlled by changing the intensity of an externally applied magnetic field, allowing a change in the effective viscosity of the fluid. A mathematical model of the proposed flow-blocking valve has been developed using a combination of the quasi-Newtonian fluid model and the Bingham plastic model. This model has been modified with suitable parameters and is used to predict the blocking characteristics of the MR valve. An experimental setup has been developed with a prototype triple-pass valve mode MR fluid channel. The experimental results demonstrate that the MR valve designed and developed in this study is capable of generating a significantly high-pressure drop at very low flow rates, effectively blocking flow for practical use in the 4S4 system. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSemi-active. =650 \0$aVariable stiffness. =650 \0$aMagneto-Rheological. =650 \0$aFlow blocking. =650 14$aMagneto-rheological. =650 24$aFlow blocking. =650 24$aSemi-active. =650 24$aVariable stiffness. =700 1\$aKaul, S.,$eauthor. =700 1\$aEls, P. S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160053.htm =LDR 03231nab a2200541 i 4500 =001 JTE20160062 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160062$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160062$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.N35 =082 04$a620/.5$223 =100 1\$aZuo, J.,$eauthor. =245 10$aEffects of Carbon Nanotube-Carbon Fiber Cementitious Conductive Anode for Cathodic Protection of Reinforced Concrete /$cJ. Zuo, W. Yao, J. Xu, Y. Chen, X. Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b37 =520 3\$aCarbon nanotube-carbon fiber/cement-based composites used as auxiliary anode for cathodic protection of reinforced concrete were explored in this paper. Cathodic protection was applied with impressed current and its efficiency was verified by corrosion potential, corrosion current, and AC impedance spectroscopy. Results showed that cement composites containing 0.4 wt. % carbon fiber and 0.5 wt. % carbon nanotubes exhibit the optimum electrical and mechanical properties. Effective protection on steel re-bars can be expected due to a sufficient negative potential shift by the applied electric current. Compared with a carbon fiber cementitious conductive anode system, a decrease of corrosion current of steel re-bars was observed for the carbon nanotube-carbon fiber cementitious conductive anode system. During cathodic protection, both capacitive loop radius of a Nyquist plot in the intermediate frequency region and the charge transfer resistance increased with time. A detailed mechanism analysis of the efficiency of cathodic protection using the carbon nanotube-carbon fiber cementitious conductive anode is also included. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCathodic protection. =650 \0$aReinforced concrete. =650 \0$aCarbon Nanotube. =650 \0$aCarbon fiber. =650 14$aCarbon nanotube. =650 24$aCarbon fiber. =650 24$aCementitious conductive anode. =650 24$aCathodic protection. =650 24$aReinforced concrete. =700 1\$aYao, W.,$eauthor. =700 1\$aXu, J.,$eauthor. =700 1\$aChen, Y.,$eauthor. =700 1\$aLiu, X.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160062.htm =LDR 03901nab a2200541 i 4500 =001 JTE20150482 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150482$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150482$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aP53.4 =082 04$a401/.9$223 =100 1\$aMohammadi, J.,$eauthor. =245 10$aSpecifying Shrinkage Limited Cement (Type SL) /$cJ. Mohammadi, W. South. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThe Australian Standard AS 3972 specifies the maximum limit of 750 microstrain for the 28-day mortar drying shrinkage of samples prepared with shrinkage limited cement (Type SL). Although the current shrinkage limit is 750 microstrain, AS 3972 recommends a 600 microstrain for the maximum target or average of drying shrinkage of mortar samples. The lower recommended shrinkage level is justified in the Australian Standard by considering the inherent errors of the mortar drying shrinkage test method AS 2350.13, determined in 1997. The lower recommended shrinkage level is to provide a sufficient level of confidence that a single result obtained from different laboratories may not exceed the maximum limit of 750 microstrains. However, the "informative" recommendation of AS 3972 relating to the maximum average 600 microstrain shrinkage is considered a "normative" term by other specifiers in Australia such as road authorities and ATIC-SPEC SP-43. The current study investigated the past ten-years mortar drying shrinkage test results from round-robin proficiency programs of the major Australian laboratories to calculate the current inherent repeatability and reproducibility error of performing AS 2350.13 test. The average ten-year reproducibility error at 95 % confidence level was calculated 18.6 %, and therefore, it is recommended to increase the recommendation for the maximum average drying shrinkage guidance in Australian Standard AS 3972 Section A3.3.5 from 600 to 630 microstrain. Moreover, repeatability of test was calculated to be 6.3 %. This was equal to maximum of 44 microstrains for Type SL cement with maximum drying shrinkage of 750 microstrain. Results were compared with repeatability of other international test methods and some recommendations for improving the repeatability test procedure were provided for any future research in this area. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRepeatability. =650 \0$aCement type SL. =650 \0$aReproducibility. =650 \0$aMortar drying shrinkage. =650 \0$aProficiency Assessment. =650 \0$aShrinkage limited cement. =650 14$aShrinkage limited cement. =650 24$aCement type SL. =650 24$aMortar drying shrinkage. =650 24$aProficiency assessment. =650 24$aRepeatability. =650 24$aReproducibility. =700 1\$aSouth, W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150482.htm =LDR 03362nab a2200565 i 4500 =001 JTE20150525 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150525$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150525$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA680 =082 04$a624.1/8341$223 =100 1\$aPham, T. M.,$eauthor. =245 10$aEffects of Fabrication Technique on Tensile Properties of Fiber Reinforced Polymer /$cT. M. Pham, M. N. S. Hadi, J. Youssef. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aThis study investigated the effects of fabrication technique on the tensile properties of fiber reinforced polymer (FRP) flat coupon tests. A total of 20 FRP flat coupons were prepared by two different techniques, which were tested in tension until failure. The first technique of preparing the FRP coupons was based on the recommendation of ASTM D7565/D7565M-10, named the "Cutting Technique," while the second technique, named the "Folding Technique," was proposed by this study. Experimental results from this study indicated that preparing FRP coupons using the Cutting Technique resulted in a reduction in the tensile properties as compared to coupons prepared by the proposed Folding Technique. Most notably, the tensile force per unit width obtained by the FRP flat coupons prepared using the Folding Technique was up to 8 % higher than that obtained by coupons prepared using the Cutting Technique. In addition, the effect of the % bending on the tensile properties was also studied. It was found that the % bending about the thickness plane was greater than that of the % bending about the width plane. Furthermore, the tensile properties of the FRP coupons were not sensitive to its % bending. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCoupon tests. =650 \0$aMaterial tests. =650 \0$aWet lay-up materials. =650 \0$aFailure investigations. =650 \0$aFiber reinforced polymer. =650 \0$aFibre reinforced polymer. =650 \0$aTensile strength. =650 14$aFiber reinforced polymer. =650 24$aTensile strength. =650 24$aFailure investigations. =650 24$aMaterial tests. =650 24$aCoupon tests. =650 24$aWet lay-up materials. =700 1\$aHadi, M. N. S.,$eauthor. =700 1\$aYoussef, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150525.htm =LDR 03992nab a2200517 i 4500 =001 JTE20150515 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150515$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150515$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA347.F5 =082 04$a620.0015183$223 =100 1\$aGünaydin, M.,$eauthor. =245 10$aFinite Modeling Updating Effects on the Dynamic Response of Building Models /$cM. Günaydin, S. Adanur, A. C. Altunisik, B. Sev?m, A. Bayraktar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b49 =520 3\$aAn improved finite element model was used to obtain more accurate modeling of engineering structures. The main goal of this paper was to determine how this improved modeling procedure affects the dynamic response of buildings based on experimental modal parameters such as natural frequencies, mode shapes and damping ratios. For experimental assessment, three small, one-story, two-bay, reinforced concrete buildings with raft foundation were constructed under laboratory conditions. The initial three -dimensional finite element models, built with the ANSYS software, were used to analytically identify modal parameters, including natural frequencies and mode shapes. Following the analytical study, the ambient vibration tests were performed to obtain modal parameters, experimentally. The enhanced frequency domain decomposition method and the stochastic subspace identification method were used to identify the modal parameter. The analytical and experimental modal parameters were compared and then initial finite element models were updated to minimize the differences by changing of some uncertain parameters such as materials properties. With model updating, the maximum difference between the measured and initially obtained frequency was reduced from 28.47 to 4.88 %. To show the model updating effect on dynamic response of building models, dynamic analysis with the experimental computed damping ratios and 5 % damping ratio were carried out using 1992 Erzincan earthquake ground motion record. For the experimental damping ratios, the maximum differences in the displacements and stresses between the initial and updated models were obtained as 23 and 32 %, respectively. These differences were calculated as 43 and 15 % for the 5 % damping ratio. Comparisons of dynamic analyses results for the initial and updated model show that the finite element model updating affects the dynamic response of the buildings considerably. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDynamic response. =650 \0$aModal parameters. =650 \0$afinite element method. =650 14$aAmbient vibration testing. =650 24$aDynamic response. =650 24$aFinite element model updating. =650 24$aModal parameters. =700 1\$aAdanur, S.,$eauthor. =700 1\$aAltunisik, A. C.,$eauthor. =700 1\$aSev?m, B.,$eauthor. =700 1\$aBayraktar, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150515.htm =LDR 02880nab a2200553 i 4500 =001 JTE20150421 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150421$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150421$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1627 =082 04$a677.3122$223 =100 1\$aLiu, J. H.,$eauthor. =245 10$aOnline Detection of Strand Breakage for Sirospun Yarn /$cJ. H. Liu, Q. Li, H. X. Jiang, D. D. Ma, J. Z. Tang, J. N. Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aDuring the Siro-spin process, breakage of one strand arm would cause an extremely serious fabric fault. It is difficult to detect the breakage of one strand arm and give indication for operators. In this research, a kind of photoelectric detection sensor was developed. The sensor distinguishes breakage of one strand arm by probing the difference of the pulse width of the pulse before and after breaking one strand of the yarn in the process of Sirospun. The experimental results show that the system can detect the breakage of one strand arm. The average pulse width is about 0.78 ?s in normal status and 1.95 ?s in errors status for 40-s yarn. That was caused by the change of yarn diameter, balloon shape, and hairiness. The pulse width was also affected by the yarn thickness and position of the steel plate. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSquare wave. =650 \0$aBalloon wave. =650 \0$aRoving breakage. =650 \0$aSirospun. =650 \0$aSirospun$xEconomic aspects. =650 14$aSirospun. =650 24$aRoving breakage. =650 24$aBalloon wave. =650 24$aSquare wave. =700 1\$aLi, Q.,$eauthor. =700 1\$aJiang, H. X.,$eauthor. =700 1\$aMa, D. D.,$eauthor. =700 1\$aTang, J. Z.,$eauthor. =700 1\$aZhang, J. N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150421.htm =LDR 03630nab a2200529 i 4500 =001 JTE20160030 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160030$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160030$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.26 =082 04$a620.11217$223 =100 1\$aKaewsresai, K.,$eauthor. =245 10$aUse of Geogrid Encasement to Increase the Ductility of Cement-Mixed Clay /$cK. Kaewsresai, W. Kongkitkul, P. Jongpradist, S. Horpibulsuk. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aImprovement of soft clay by mixing with cement is widely adopted in Thailand to increase the strength and reduce the settlements. The improved soft clay exhibits better strength and permeability properties; however, the improved soil exhibits low tensile strength and brittle behavior. On the other hand, it is known from the literature that geosynthetics have been used for soft soil improvement in conjunction with stone column (SC) and sand compaction pile (SCP) techniques. The lateral deformation of SC and SCP could be significantly decreased by geosynthetic encasement; therefore, the vertical load could be efficiently transferred to deeper soil layers. In this study, a series of unconfined compression tests were performed on cement-mixed clay specimens with a diameter of 75 mm and height of 150 mm. Cement contents used were 10 %, 15 %, and 20 % by dry mass of clay. The water-to-cement ratio used was 0.6 and total clay water contents were 105 % for the normal-water-content case and 160 % for the high-water-content case. A polyester geogrid was used to encase the specimens. Prior to the test, specimens were cured for 7, 14, and 28 days. It is found that the geogrid encasement has enabled the soil samples to sustain the axial stress for large axial deformations, even after the local failure in the cement-mixed clay matrix. On the other hand, the unreinforced specimens exhibited strain-softening behavior with a great reduction in axial stress with increasing strain. Encasements with geogrids were found to substantially increase the ductility of cement-mixed clay. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGeogrid. =650 \0$aCompressive strength. =650 \0$aDuctility. =650 \0$aCement-mixed clay. =650 14$aCement-mixed clay. =650 24$aGeogrid. =650 24$aCompressive strength. =650 24$aDuctility. =650 24$aUnconfined compression test. =700 1\$aKongkitkul, W.,$eauthor. =700 1\$aJongpradist, P.,$eauthor. =700 1\$aHorpibulsuk, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160030.htm =LDR 02953nab a2200517 i 4500 =001 JTE20160210 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160210$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160210$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a620.1127$223 =100 1\$aLi, Y.,$eauthor. =245 10$aLOI-Based Pulsed Eddy Current Evaluation of Hidden Material Degradation in Coated Nonmagnetic Conductors /$cY. Li, H. Jing, B. Yan, X. Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aCoated nonmagnetic conductors are subject to material degradation hidden under nonmetallic coating. It is formidable to evaluate the degradation degree and thickness of degradation region without removing the non-conductive coating. In light of this, in this paper the feasibility of pulsed eddy current (PEC) probes for nondestructive assessment of hidden material degradation in coated nonmagnetic conductors was investigated. The characteristics of lift-off intersection (LOI) of signals from PEC probes were utilized in a bid to cancel out the influence of coating thickness on signals. A fast inverse scheme based on LOI was proposed, along with the probe to implement simultaneous evaluation of the degradation degree and thickness. A series of experiments revealed that the proposed probe is high-efficiency and capable of assessing hidden material degradation without much loss of accuracy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMaterial degradation. =650 \0$aPulsed eddy current. =650 \0$aLift-off intersection. =650 14$aElectromagnetic nondestructive evaluation. =650 24$aPulsed eddy current. =650 24$aLift-off intersection. =650 24$aMaterial degradation. =650 24$aCoated nonmagnetic conductor. =700 1\$aJing, H.,$eauthor. =700 1\$aYan, B.,$eauthor. =700 1\$aZhang, X.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160210.htm =LDR 03132nab a2200541 i 4500 =001 JTE20160008 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160008$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160008$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.8/4$223 =100 1\$aSenthil Kumar, K.,$eauthor. =245 10$aEvaluation of Transport Properties of Concrete Made With E-Waste Plastic /$cK. Senthil Kumar, P. V. Premalatha, K. Baskar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aAn experimental program was carried out to study the transport properties of concrete made with E-waste plastic (high impact polystyrene (HIPS)). The concrete was prepared with different percentages (0, 10, 20, 30, 40, and 50) of HIPS as partial replacement of natural coarse aggregate by volume. The transport properties of concrete, such as water absorption and sorptivity, were investigated and results were reported. The percentage of water absorption of concrete with HIPS shows higher value compared to the control concrete. The increase in HIPS increases the water absorption of concrete but the values were within the permissible limit. The sorptivity values were increased with increase in HIPS content; all values were higher than control concrete; however, it decreased with increase in curing age. The sorptivity results were in line with that of water absorption results. Recycling of E-waste plastic (HIPS) as an aggregate in concrete as a new construction material may be one of the feasible solution to environment pollution, natural aggregate depletion and E-waste recycling. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aE-waste. =650 \0$aPollution. =650 \0$aConcrete technology. =650 \0$aConcrete technologies. =650 \0$aWaste management. =650 \0$aWater absorption. =650 14$aWaste management. =650 24$aConcrete technology. =650 24$aPollution. =650 24$aWater absorption. =650 24$aE-waste. =700 1\$aPremalatha, P. V.,$eauthor. =700 1\$aBaskar, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160008.htm =LDR 02970nab a2200541 i 4500 =001 JTE11816J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11816J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11816J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5415.153 =082 04$a658.5$223 =100 1\$aToutanji, HA.,$eauthor. =245 10$aUniaxial Tensile Strength of Cementitious Composites /$cHA. Toutanji, T. El-Korchi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aA brief review of various methods of measuring the uniaxial tensile strength of cementitious composites is presented. The pros and cons of these methods are described. Common problems associated with the traditional uniaxial tension testing techniques exist, and these problems arise from two areas: (1) stress concentration at gripping and (2) misalignment. These testing artifacts can significantly influence the test results, producing measurements that underestimate the intrinsic strength of the material. A novel approach for testing cementitious composites in tension is described. The test uses cylindrical bar specimens 9.5 mm in diameter and 120 mm in length. The specimens are fractured in a hydraulic chamber which allows specimen self-alignment. The advantages of using the technique are minimization of misalignment and stress concentration, larger specimen volume under stress, and determination of initiation of fracture. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAlignment. =650 \0$aWeibull statistics. =650 \0$aUniaxial tension tests. =650 \0$aCementitious composites. =650 \0$aHydraulic tension tests. =650 \0$aComposites. =650 \0$aComposite materials. =650 14$aCementitious composites. =650 24$aUniaxial tension tests. =650 24$aHydraulic tension tests. =650 24$aAlignment. =650 24$aWeibull statistics. =700 1\$aEl-Korchi, T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11816J.htm =LDR 02283nab a2200529 i 4500 =001 JTE11828J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11828J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11828J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL552 =082 04$a354.79$223 =100 1\$aPolski, PA.,$eauthor. =245 10$aInternational Aviation Security Research and Development /$cPA. Polski. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA discussion of the research and development activities with the U.S. Federal Aviation Administration (FAA) related to aviation security, based on the principles of (1) denying access; (2) weapons/explosives detection; (3) human factors; and (4) aircraft hardening, is presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHuman factors. =650 \0$aAirport security. =650 \0$aWeapons detection. =650 \0$aAircraft hardening. =650 \0$aExplosives detection. =650 14$aFederal Aviation Administration (FAA) =650 24$aInternational Civil Aviation Organization (ICAO) =650 24$aAirport security. =650 24$aExplosives detection. =650 24$aWeapons detection. =650 24$aAircraft hardening. =650 24$aHuman factors. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11828J.htm =LDR 02501nab a2200493 i 4500 =001 JTE11831J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11831J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11831J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL552 =082 04$a354.79$223 =100 1\$aElias, L.,$eauthor. =245 10$aDevelopment of Trace Explosive Detection Standards /$cL. Elias. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe lask of defining detection standards for trace explosive detectors, similar to those used with bulk detectors, is not straightforward. Difficulty arises because the relation between the mass of concealed explosive within a package and the quantity of telltale vapor or other trace residue around the exterior of the package is not predictable. Nevertheless, it is possible to formulate meaningful test procedures that can be used to quantify detector performance in terms of minimum detectable trace levels. Such test procedures, outlined here, could be useful in establishing detection criteria for evaluation or certification purposes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAir security. =650 \0$aVapor detection. =650 \0$aTrace explosives. =650 \0$aParticle detection. =650 14$aInternational Civil Aviation Organization (ICAO) =650 24$aAir security. =650 24$aTrace explosives. =650 24$aVapor detection. =650 24$aParticle detection. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11831J.htm =LDR 02414nab a2200529 i 4500 =001 JTE11817J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11817J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11817J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA367 =082 04$a620.28$223 =100 1\$aTroyanskii, AI.,$eauthor. =245 10$aTemperature Dependencies of Elasticity Characteristics for Tellurium-Alloyed Gallium Arsenide /$cAI. Troyanskii, VA. Borisenko. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThe influence of thermal loading on the elasticity characteristics of low-alloyed monocrystalline gallium arsenide has been studied by a precision ultrasonic method in the temperature range from 190 to 380 K. The deviation of the obtained temperature dependencies from some averaged curve is shown to be more appreciable in the first cycle of thermal loading than in subsequent ones. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTemperature. =650 \0$aGallium arsenide. =650 \0$aUltrasonic method. =650 \0$aElastic characteristics. =650 \0$aPrecision investigations. =650 \0$aUltrasonics. =650 14$aGallium arsenide. =650 24$aElastic characteristics. =650 24$aTemperature. =650 24$aPrecision investigations. =650 24$aUltrasonic method. =700 1\$aBorisenko, VA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11817J.htm =LDR 01946nab a2200469 i 4500 =001 JTE11832J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11832J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11832J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL552 =082 04$a354.79$223 =100 1\$aHnatnicky, S.,$eauthor. =245 10$aSelection and Use of Explosives Detection Devices to Check Hand-Held Luggage /$cS. Hnatnicky. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA comparison of four explosives detection devices of use in airport security for the checking of carry-on luggage is presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAir security. =650 \0$aAirport security. =650 14$aInternational Civil Aviation Organization (ICAO) =650 24$aAir security. =650 24$aAirport security. =650 24$aExplosives vapor detection. =650 24$aBKA. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11832J.htm =LDR 02030nab a2200469 i 4500 =001 JTE11825J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11825J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11825J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL552 =082 04$a354.79$223 =100 1\$aWall, B.,$eauthor. =245 10$aIATA and Its Cooperative Role in Aviation Security /$cB. Wall. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe functions and activities of the International Air Transport Association (IATA), the world trade organization of scheduled airlines, particularly in reference to air security, are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAir security. =650 \0$aAviation terrorism. =650 14$aInternational Air Transport Association (IATA) =650 24$aInternational Civil Aviation Organization (ICAO) =650 24$aAir security. =650 24$aAviation terrorism. =650 24$aAviation security training courses. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11825J.htm =LDR 02241nab a2200385 i 4500 =001 JTE11818J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11818J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11818J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL552 =082 04$a354.79$223 =100 1\$aMalotky, LO.,$eauthor. =245 10$aIntroduction to the Sixth International Civil Aviation Security Conference (AVSEC'93) /$cLO. Malotky. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis introduction is provided as an overview of the papers included in this section of the Journal and to provide a context for reviewing these papers for the regular readers of the Journal. The Federal Aviation Administration (FAA) entered into a partnership with ASTM (Committee F-12 on Security Systems and Equipment) to conduct the Sixth International Civil Aviation Security Conference (AVSEC'93), held on 26-28 October 1993 in Washington, DC. The objective of this conference was to provide a forum for government, the aviation industry, and security service providers to exchange insights on solutions to the global challenge of providing safe and secure air travel. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11818J.htm =LDR 02187nab a2200517 i 4500 =001 JTE11826J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11826J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11826J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL552 =082 04$a354.79$223 =100 1\$aKoch, A.,$eauthor. =245 14$aThe Role/Responsibility of the Freight Forwarder /$cA. Koch. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSecurity measures related to the handling of air cargo are outlined, and the responsibilities of policing authorities, airports and airlines, and freight handlers are made clear, within the context of Danish law and the Danish Civil Aviation Administration. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDenmark. =650 \0$aAirports. =650 \0$aAir cargo. =650 \0$aAir security. =650 14$aInternational Civil Aviation Organization (ICAO) =650 24$aInternational Air Transport Association (IATA) =650 24$aAir security. =650 24$aAir cargo. =650 24$aAirports. =650 24$aDenmark. =650 24$aCivil Aviation Administration-Denmark (CAA-DK) =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11826J.htm =LDR 02021nab a2200493 i 4500 =001 JTE11822J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11822J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11822J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL552 =082 04$a354.79$223 =100 1\$aJoy, TJC,$eauthor. =245 10$aReconciling Passenger Facilitation and Security /$cTJC Joy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAn appropriate balance must be achieved between the efficient movement of passengers through airports and security. Some practical aspects of airport operations to obtain such a balance are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAirports. =650 \0$aNew Zealand. =650 \0$aAir security. =650 \0$aAir passengers. =650 14$aInternational Civil Aviation Organization (ICAO) =650 24$aAir security. =650 24$aAir passengers. =650 24$aAirports. =650 24$aNew Zealand. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11822J.htm =LDR 02869nab a2200577 i 4500 =001 JTE11814J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11814J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11814J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS213 =082 04$a571.3/6$223 =100 1\$aKang, ZQ.,$eauthor. =245 10$aStress Correction for Removal of Material in X-Ray Stress Determination /$cZQ. Kang, JB. Li, ZG. Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aTo determine residual stresses in a (flat) plate or bar with a rectangular cross-section by X-ray diffraction after removal of material, we can sectionally approximate the measured stress curve with depth using power series, then consequently evaluate the additional stresses created by removal, and finally obtain the true stress distribution with depth before the layers were removed. Formulas to evaluate corrections for stress have been derived. Two examples demonstrate that power series with few terms can provide us with an approximation good enough for the measured stress curve, and that the influence of the approximation on the corrective result is far less than that of the errors arising from the X-ray stress determination itself. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPower series. =650 \0$aShot peening. =650 \0$aApproximation. =650 \0$aStress correction. =650 \0$aDouble-side removal. =650 \0$aSingle-side removal. =650 \0$aShot peening$xCongresses. =650 14$aX-ray stress determination. =650 24$aStress correction. =650 24$aApproximation. =650 24$aPower series. =650 24$aSingle-side removal. =650 24$aDouble-side removal. =650 24$aShot peening. =700 1\$aLi, JB.,$eauthor. =700 1\$aWang, ZG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11814J.htm =LDR 02058nab a2200433 i 4500 =001 JTE11819J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11819J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11819J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL552 =082 04$a354.79$223 =100 1\$aOsmus, LA.,$eauthor. =245 10$aEnforcement of International Regulations /$cLA. Osmus. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aDisastrous incidents in international aviation in 1985 prompted the U.S. Congress to pass legislation, The International Security and Development Cooperation Act, to deter crimes against civil aviation. It requires that the Federal Aviation Administration (FAA) assess international airports serving as last points of departure into the United States. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAir security. =650 14$aInternational Civil Aviation Organization (ICAO) =650 24$aAir security. =650 24$aEnforcement of U.S. international regulations. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11819J.htm =LDR 04222nab a2200577 i 4500 =001 JTE11811J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11811J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11811J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a624.151$223 =100 1\$aTan, S-A,$eauthor. =245 10$aBehavior of Asphalt Concrete Mixtures in Triaxial Compression /$cS-A Tan, B-H Low, T-F Fwa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThe triaxial compression test is one of the most common standard tests for determining the stress-strain behavior and strength parameters of soils under drained and undrained conditions. The use of the test method in asphaltic mixtures is less well known and seldom practiced. This paper describes the use of the triaxial compression test for asphaltic mixtures for determining their engineering properties such as the friction angle ?, the cohesion, c, and the elastic compression modulus, E. Effects of test temperatures, strain rate, and confining pressures on the compressive behavior of asphalt concrete were studied. The results showed that the friction angle is primarily a function of aggregate friction and interlocking, being independent of test temperature and strain rate. The cohesion, on the other hand, is largely dependent on the binder and fines mixture being sensitive to both test temperature and strain rate changes. The confining pressures have no influence on c and ?, but have significant influence on the compression modulus. E. The tests can be conducted at controlled temperatures, constant strain-rate, and confining pressures so as to allow the determination of the basic engineering stress-strain and strength properties of these materials under controlled environmental conditions. Using these properties, a constitutive plasticity model based on the Drucker-Prager yield condition can then be applied in an axisymmetric finite element model to describe the mechanical behavior of the asphaltic material in triaxial compression. Analysis shows that the plasticity model is able to describe the stress-strain behavior of the triaxial specimen to failure, predicting both the failure strain and the failure stress fairly accurately. Comparison of analysis with measured lateral deformation at failure also show good agreement. Thus it seems that a simple idealized elastic-perfectly-plastic constitutive model, whose parameters can be determined from a triaxial compression test at constant strain-rate, is adequate to describe the behavior of asphaltic mixtures, loaded in compression to failure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrain rate. =650 \0$aTemperature. =650 \0$aTriaxial test. =650 \0$aAsphalt mixtures. =650 \0$aFinite element analysis. =650 \0$aDrucker-Prager plasticity. =650 \0$aAsphalt. =650 \0$aAsphalt content. =650 14$aTriaxial test. =650 24$aTemperature. =650 24$aStrain rate. =650 24$aAsphalt mixtures. =650 24$aDrucker-Prager plasticity. =650 24$aFinite element analysis. =700 1\$aLow, B-H,$eauthor. =700 1\$aFwa, T-F,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11811J.htm =LDR 02146nab a2200481 i 4500 =001 JTE11820J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11820J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11820J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL552 =082 04$a354.79$223 =100 1\$aLaird, DR.,$eauthor. =245 10$aRegulation :$bPerception and Reality /$cDR. Laird. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aSince the onset of the screening of passengers and their carry-on baggage in 1973 to combat hijackings, the number of hijackings in the United States has been brought to zero. A team effort by the carriers and the Federal Aviation Administration (FAA) played a significant role in the elimination of the problem. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAir security. =650 \0$aPassenger profile. =650 \0$aPreboard screening. =650 14$aInternational Civil Aviation Organization (ICAO) =650 24$aAir security. =650 24$aPreboard screening. =650 24$aPositive passenger baggage match. =650 24$aPassenger profile. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11820J.htm =LDR 02142nab a2200481 i 4500 =001 JTE11821J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11821J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11821J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL552 =082 04$a354.79$223 =100 1\$aTurner, R.,$eauthor. =245 10$aAustralian System for Aviation Security Identification Cards and Associated Personnel Background Checking /$cR. Turner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA description is given of the Australian system for aviation security identification cards which authorize persons to be in restricted areas of airports. Considerations in associated background checking of personnel applying for the cards are outlined. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAirport security. =650 \0$aAviation security. =650 \0$aIdentification cards. =650 14$aAviation security. =650 24$aIdentification cards. =650 24$aInternational Civil Aviation Organization (ICAO) =650 24$aAirport security. =650 24$aAustralia. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11821J.htm =LDR 01893nab a2200445 i 4500 =001 JTE11824J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11824J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11824J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL552 =082 04$a354.79$223 =100 1\$aSutherland, RG.,$eauthor. =245 10$aStandardized Training through the Use of the ICAO Standardized Training Packages (STPs) /$cRG. Sutherland. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA discussion of the development of standardized training packages (STPs) for global application in aviation security is presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTraining. =650 \0$aAviation security. =650 14$aInternational Civil Aviation Organization (ICAO) =650 24$aAviation security. =650 24$aTraining. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11824J.htm =LDR 02480nab a2200469 i 4500 =001 JTE11830J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11830J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11830J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL552 =082 04$a354.79$223 =100 1\$aCartwright, N.,$eauthor. =245 10$aReaching Consensus on Technical Standards through ICAO :$bThe Work of Ad Hoc Group of Specialists on the Detection of Explosives /$cN. Cartwright. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe ICAO Ad Hoc Group of Specialists on the Detection of Explosives was responsible for the preparation and monitoring of the technical annex for the recently signed International Convention on the Marking of Plastic Explosives for the Purposes of Detection. It is also currently developing protocols and standards for the testing and evaluation of explosives detection equipment Under the umbrella of ICAO the group has developed an approach that has very successfully dealt with the challenge of consensus building in this specialized area of new technology and rapidly evolving capability. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAir security. =650 \0$aPlastic explosives. =650 \0$aExplosives detection. =650 14$aInternational Civil Aviation Organization (ICAO) =650 24$aAir security. =650 24$aExplosives detection. =650 24$aPlastic explosives. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11830J.htm =LDR 02868nab a2200613 i 4500 =001 JTE11812J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11812J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11812J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1185 =082 04$a671.3/5$223 =100 1\$aJin, L-Z,$eauthor. =245 10$aEvaluation of Machinability Data /$cL-Z Jin, R. Sandström. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aSystematic materials selection is essential to fulfill the design criteria. Reliable information on material properties, in turn, is a vital factor for approaching such an objective. The machinability of engineering metals, owing to the marked influence on the production costs, has to be taken into account in the process of materials selection. In an attempt to develop a method for estimating the machinability of engineering metals, machinability data collected from laboratory and literature are assessed. A rating system derived from the metal removal rate is proposed for estimating the relative machinability of carbon and alloy steels, stainless steels, and aluminum, copper, and magnesium alloys. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMilling. =650 \0$aTurning. =650 \0$aDrilling. =650 \0$aMachinability. =650 \0$aMetal removal rate. =650 \0$aMachining operation. =650 \0$aMaterials selection. =650 \0$aMachinability rating. =650 \0$aMilling (Metalwork) =650 \0$aManufacturing, Machines, Tools. =650 14$aMaterials selection. =650 24$aMachinability. =650 24$aMetal removal rate. =650 24$aMachinability rating. =650 24$aMachining operation. =650 24$aTurning. =650 24$aMilling. =650 24$aDrilling. =700 1\$aSandström, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11812J.htm =LDR 02190nab a2200433 i 4500 =001 JTE11829J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11829J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11829J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL552 =082 04$a354.79$223 =100 1\$aDraghetti, PM.,$eauthor. =245 10$aAviation Security Standards Development within ASTM Committee F-12 on Security Systems and Equipment /$cPM. Draghetti. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe structure and objectives of ASTM Committee F-12 on Security Systems and Equipment are described, with emphasis on its active components which involve aviation security. Pertinent existing standards and standards under development are discussed, particularly those within Subcommittees F12.10 on Systems, Products and Services, F12.50 on Locking Devices, and F12.60 on Controlled Access Security, Search and Screening Equipment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAviation security. =650 14$aInternational Civil Aviation Organization (ICAO) =650 24$aAviation security. =650 24$aASTM Committee F-12. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11829J.htm =LDR 02466nab a2200505 i 4500 =001 JTE11810J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11810J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11810J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/126$223 =100 1\$aRamsamooj, DV.,$eauthor. =245 10$aPrediction of Fatigue Life of Plain Concrete Beams from Fracture Tests /$cDV. Ramsamooj. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b34 =520 3\$aA mathematical model, based on the principles of fracture mechanics, is proposed for the prediction of the flexural fatigue life of plain concrete beams. The model predictions are compared with about 400 experimental data from four separate collections, published earlier, covering materials with wide ranges of compressive strengths, 20 Mpa to 44.8 MPa, stress range ratios (minimum/maximum bending stress) of 0 to 0.75, and flexing frequencies of 1 to 20 Hz. There is good agreement between the model and the regression lines fitted to the experimental data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aPC concrete. =650 \0$aTheoretical solution. =650 \0$aExperimental verification. =650 \0$aFracture mechanics. =650 14$aFracture mechanics. =650 24$aFatigue. =650 24$aPC concrete. =650 24$aTheoretical solution. =650 24$aExperimental verification. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11810J.htm =LDR 02542nab a2200565 i 4500 =001 JTE11815J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11815J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11815J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP968 =082 04$a668.3$223 =100 1\$aGaskin, GB.,$eauthor. =245 10$aPreparation of Stainless Steel Adherends for Adhesive Bonding /$cGB. Gaskin, GJ. Pilla, SR. Brown. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aAdhesively bonded stainless steel aircraft components often fail prematurely at the adhesive/adherend interface. This failure results from exposure of the adhesively bonded joint to various mechanical and thermal stresses, as well as the exposure to hostile environments. Currently, there is not a single, reliable preparation for adhesive bonding that is universally employed for all classes of stainless steel. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPassivation. =650 \0$aAdhesive bonding. =650 \0$aSurface preparation. =650 \0$aLap shear tension test. =650 \0$aFloating roller peel test. =650 \0$aAdhesives. =650 14$aAdhesive bonding. =650 24$aStainless steel prebonding processes. =650 24$aSurface preparation. =650 24$aPassivation. =650 24$aLap shear tension test. =650 24$aFloating roller peel test. =650 24$aWedge crack extension test. =700 1\$aPilla, GJ.,$eauthor. =700 1\$aBrown, SR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11815J.htm =LDR 02333nab a2200445 i 4500 =001 JTE11827J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11827J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11827J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL552 =082 04$a354.79$223 =100 1\$aForbes, D.,$eauthor. =245 14$aThe Need to Harmonize Cargo Security Rules /$cD. Forbes. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThe International Civil Aviation Organization (ICAO) has not been able to influence world governments sufficiently to bring about universal support for Annex 17 security measures governing air cargo. The industry, notably the indirect carriers, view government regulatory plans as unrealistic and unconvincing, because of inconsistencies and extremes in the application of Annex 17 principles. The resultant lack of progress could be countered by uniting government and industry within the middle ground of compromise, and by providing ICAO with the machinery to help administrations introduce harmonized practices. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAir security. =650 \0$aIndirect carriers. =650 14$aInternational Civil Aviation Organization (ICAO) =650 24$aAir security. =650 24$aIndirect carriers. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11827J.htm =LDR 01949nab a2200469 i 4500 =001 JTE11823J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11823J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11823J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL552 =082 04$a354.79$223 =100 1\$aBouisser, J-F,$eauthor. =245 10$aSecurity Technologies and Techniques :$bAirport Security Systems /$cJ-F Bouisser. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA description of pertinent text and figures from the revised Chapter 6, "Technologies and Techniques of Security," of the ICAO security manual is provided. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTraining. =650 \0$aAir security. =650 \0$aAirport security. =650 14$aInternational Civil Aviation Organization (ICAO) =650 24$aAir security. =650 24$aAirport security. =650 24$aTraining. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11823J.htm =LDR 02482nab a2200577 i 4500 =001 JTE11813J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11813J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11813J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439.A36 =082 04$a620.136$223 =100 1\$aTomesani, L.,$eauthor. =245 10$aRelevant Errors Associated with Tension Testing of Metals /$cL. Tomesani. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe problems of properly evaluating the tensile properties of metals are examined. In particular, we estimate the errors introduced by the use of simplified relationships that do not consider the change in specimen volume during the test, and by ordinary regression analysis performed with only one uncertainty-affected variable. Typical values of these errors on different materials are computed by means of tension tests on cylindrical specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAccuracy. =650 \0$aTrue stain. =650 \0$aTrue stress. =650 \0$aUncertainty. =650 \0$aVolume change. =650 \0$aPoisson's ratio. =650 \0$aRegression analysis. =650 \0$atension test. =650 14$aTension test. =650 24$aAccuracy. =650 24$aPoisson's ratio. =650 24$aVolume change. =650 24$aTrue stain. =650 24$aTrue stress. =650 24$aRegression analysis. =650 24$aUncertainty. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11813J.htm =LDR 02925nab a2200541 i 4500 =001 JTE20140057 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140057$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140057$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE75 =082 04$a666.9$223 =100 1\$aJiesheng, Liu,$eauthor. =245 10$aProperties of Polymer-Modified Mortar Using Silane as an Integral Additive /$cLiu Jiesheng, Liu Ke, Zhang Juan, Li. Jixiang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aIn the present paper, the addition of silane to improve the properties of mortar was experimentally investigated. The morphology and microstructure of mortar were investigated by using both scanning electron microscopy (SEM) and polarizing microscopy (PM). The results show that silane significantly alters the microstructure of mortar, reduces the crystallization, restricts the degree of hydration of cement-based materials, and decreases micro-voids. As a result, silane effectively improves the chemical and carbonation resistance, as well as the chloride and water penetration resistance of mortar. Results also indicate that the consistency of mortar was improved but the compressive strength of the mortar was decreased. Specifically, silane would also be beneficial to the bridging cracking function to resist crack propagation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aChloride. =650 \0$aCarbonation. =650 \0$aSilane mortar. =650 \0$aWater abosorption. =650 \0$aMortar$vTesting. =650 \0$aPortland cement$vAnalysis. =650 14$aSilane mortar. =650 24$aChloride. =650 24$aWater abosorption. =650 24$aCarbonation. =700 1\$aKe, Liu,$eauthor. =700 1\$aJuan, Zhang,$eauthor. =700 1\$aJixiang, Li.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140057.htm =LDR 02954nab a2200589 i 4500 =001 JTE20140236 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140236$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140236$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLB2343.32 =082 04$a378.1/98$223 =100 1\$aIsmail, Ali A.,$eauthor. =245 10$aOn Designing Time-Censored Step-Stress Life Test for Lomax Distribution /$cAli A. Ismail. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThis article presents optimum time step-stress partially accelerated life tests (SSPALTs) where a pre-specified censoring time is considered. The time to failure is assumed to have Lomax distribution. Maximum likelihood estimates (MLEs) of SSPALT model parameters are obtained. Moreover, a confidence intervals estimation for the parameters with associated coverage probabilities is obtained. In addition, optimum test plans for SSPALT are also developed. Such test plans minimize the generalized asymptotic variance (GAV) of the MLEs of the model parameters. To demonstrate the theoretical results, Monte Carlo simulations are introduced and a real life example is provided. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aReliability. =650 \0$aType-I censoring. =650 \0$aOptimum test plans. =650 \0$aConfidence intervals. =650 \0$aCoverage probabilities. =650 \0$aStressmanagement. =650 \0$aTest-taking skills. =650 \0$aLomax Distribution. =650 14$aReliability. =650 24$aLomax distribution. =650 24$aStep-stress partially accelerated life tests. =650 24$aMaximum likelihood estimation. =650 24$aConfidence intervals. =650 24$aCoverage probabilities. =650 24$aOptimum test plans. =650 24$aType-I censoring. =650 24$aMonte Carlo simulation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140236.htm =LDR 03032nab a2200517 i 4500 =001 JTE20140305 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140305$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140305$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK1056 =082 04$a621.31244$223 =100 1\$aRavi, V.,$eauthor. =245 10$aOperation of PV System With dc-dc Boost-Fed Shunt Active Filter to Mitigate Current Harmonics and Energy Conservation /$cV. Ravi, G. Vijayakumar, C. Karthikeyan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aA three-phase four-wire shunt active filter (SAF) with photovoltaic (PV) array operated dc-dc converter is proposed in this paper. When the PV system generates excessive or equal power required to the load demand, then the coordinating logic disconnects the service grid from the load and reduces panel tariff. The PV array is connected to the dc side of SAF through the dc-dc converter with fuzzy-based perturb and observe (P&O) maximum power-point tracking (MPPT) algorithm to eliminate the drawback in the conventional PV system. The reference currents extracted by the fuzzy logic controller-based p-q control strategy. This proposed PV-SAF, if connected at the terminals of a small industry or a home, or a small, lighted institution, can avoid the use of an interruptible power supply and individual stabilizer. A MATLAB simulink is presented to validate the advantage of the proposed system. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aP&O MPPT. =650 \0$aDc-dc converter. =650 \0$aEnergy conservation. =650 \0$aPhotovoltaic power systems. =650 \0$aThermoelectric apparatus and appliances. =650 14$aPhotovoltaic shunt active filter (PV-SAF) =650 24$aP&O MPPT. =650 24$aDc-dc converter. =650 24$aEnergy conservation. =700 1\$aVijayakumar, G.,$eauthor. =700 1\$aKarthikeyan, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140305.htm =LDR 04389nab a2200601 i 4500 =001 JTE20140501 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140501$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140501$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.G44 =082 04$a620.1/92$223 =100 1\$aYazdani, Hessam,$eauthor. =245 10$aSensor-Enabled Geogrids for Performance Monitoring of Reinforced Soil Structures /$cHessam Yazdani, Kianoosh Hatami, Brian P. Grady. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b43 =520 3\$aSensor-enabled geogrid (SEGG) technology has been introduced by the authors in the past few years as a new category of geogrid products that possess embedded strain-sensing capability in addition to their conventional reinforcement/stabilization function in geotechnical and transportation applications. In this technology, the strain-sensing function of modified geogrids (SEGG products) arises from their tensoresistivity, which is the sensitivity of the polymer composite electrical conductivity to tensile strain. An SEGG product is filled with a target concentration of conductive fillers such as carbon blacks and carbon nanotubes. The authors' previous studies on SEGG to date were focused on the in-isolation performance of the unitized SEGG and the coating of yarn-type SEGG samples. In the continuation of a long-term study, this paper reported the latest findings on both the in-isolation and in-soil tensoresistivity performance of polyethylene terephthalate (polyester) yarn SEGG specimens that were coated with a strain-sensitive carbon black-filled PVC composite. The formulation of the coating composite was presented and the influences of the soil confining pressure and loading (i.e., strain) rate on the tensoresistivity and tensile strength of SEGG specimens were investigated. It was found that greater confining pressures and strain rates both result in a reduction in the tensoresistivity of the SEGG samples. However, both the magnitude and reproducibility of the measured tensoresistivity in the in-soil tests carried out in this study were judged to be acceptable for civil engineering applications, given that the accuracy of strain distributions in geogrids can be improved by increasing the number of strain data points in each reinforcement layer at a significantly lower cost compared to the conventional methods. It was thus concluded that the SEGG technology holds promise to serve as an alternative to conventional instruments for the performance monitoring of geotechnical structures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGeogrids. =650 \0$aInstrumentation. =650 \0$aTensoresistivity. =650 \0$aPolymer composites. =650 \0$aStrain measurement. =650 \0$aSelf-sensing materials. =650 \0$aGeogrids$xCongresses. =650 \0$aSoil stabilization$xCongresses. =650 \0$aPavements$xDesign and construction$xCongresses. =650 14$aSensor-enabled geosynthetics. =650 24$aSelf-sensing materials. =650 24$aGeogrids. =650 24$aTensoresistivity. =650 24$aPolymer composites. =650 24$aInstrumentation. =650 24$aStrain measurement. =700 1\$aHatami, Kianoosh,$eauthor. =700 1\$aGrady, Brian P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140501.htm =LDR 03320nab a2200517 i 4500 =001 JTE20140263 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140263$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140263$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE75 =082 04$a666.9$223 =100 1\$aLee, S. T.,$eauthor. =245 10$aInfluence of Limestone Addition on the Performance of Cement Mortars and Pastes Exposed to a Cold Sodium Sulfate Solution /$cS. T. Lee, R. D. Hooton. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aThe overall aim of this paper was to establish sulfate resistance of cement mortars and pastes incorporating limestone exposed to severe sulfate attack at 20 and 4°C. Specimens with 0, 10, 20, and 30 % replacement levels of cement by limestone were continually exposed to a sodium sulfate solution with 33,800 ppm of SO42- concentration for 44 weeks. Sulfate exposure tests included compressive and flexural strengths, expansion, and mass loss measurements of mortar specimens. Additionally, in order to identify products formed by sulfate attack, microstructural observations such as X-ray diffraction (XRD) and scanning electron microscopy (SEM) were performed on the paste samples. Experimental results indicated that the mortar specimens incorporating limestone were much more susceptible to sodium sulfate attack compared to those without limestone, especially when exposed to a 4°C sulfate solution. It was found that the main deterioration product of the damaged samples with higher limestone contents was identified as thaumasite, not ettringite or gypsum, by means of XRD and SEM analysis. Furthermore, data on mechanical characteristics confirmed that the sulfate deterioration of mortar specimens was greatly dependent on the replacement levels of limestone. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLimestone. =650 \0$aThaumasite. =650 \0$aSulfate attack. =650 \0$aSolution temperature. =650 \0$aMortar$vTesting. =650 \0$aPortland cement$vAnalysis. =650 14$aLimestone. =650 24$aSulfate attack. =650 24$aSolution temperature. =650 24$aThaumasite. =700 1\$aHooton, R. D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140263.htm =LDR 03298nab a2200505 i 4500 =001 JTE20140544 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140544$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140544$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1001.5 =082 04$a625.85$223 =100 1\$aIm, Jeong Hyuk,$eauthor. =245 10$aPerformance Evaluation of Chip Seals for Higher Volume Roads Using Polymer-Modified Emulsions :$bLaboratory and Field Study in North Carolina /$cJeong Hyuk Im, Y. Richard Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aThis paper presented a study to evaluate the performance of chip seals for higher traffic volume roads. The evaporation test, bitumen bond strength (BBS) test, and Vialit test were used to investigate curing and adhesive behavior. For the laboratory performance, the third-scale model mobile load simulator (MMLS3) was employed to test for aggregate retention, bleeding, and rutting performance. In field, a total of ten test sections were constructed on three different traffic volume roads using different materials and seal types. Some of the field samples were extracted and moved to the laboratory for performance testing. Also, the field sections were monitored to compare the field performance with the laboratory performance. The main findings presented in this paper were as follows: (1) the laboratory test results indicated that the use of polymer modified emulsions (PMEs) improved the chip seal performance in all areas, i.e., curing and adhesive behavior, aggregate retention, bleeding, and rutting; and (2) the field observations indicated that PME-A (styrene butadiene styrene (SBS) polymer-modified emulsion) performs the best of all the emulsions, regardless of seal type and traffic volume. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aChip seal. =650 \0$aPerformance properties. =650 \0$aHot in-place recycling. =650 \0$aRecycled materials. =650 \0$aSeal coating. =650 14$aChip seal. =650 24$aCuring and adhesive behavior. =650 24$aPerformance properties. =650 24$aPolymer-modified emulsion. =700 1\$aKim, Y. Richard,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140544.htm =LDR 03691nab a2200541 i 4500 =001 JTE20150044 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150044$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150044$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aBoz, Ilker,$eauthor. =245 14$aThe Effect of Aspect Ratio on the Frequency Response of Asphalt Concrete in Impact Resonance Testing /$cIlker Boz, Mansour Solaimanian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aA comprehensive study was conducted to investigate the influence of aspect ratio (height/diameter) of laboratory specimens on the frequency response of asphalt concrete when tested with impact resonance (IR). Testing was conducted over a range of air voids and temperatures. The IR test, performed in longitudinal mode over 100 cylindrical asphalt concrete specimens, demonstrated that the test is repeatable and reproducible. It was observed that the test response was greatly dependent on the specimen length regardless of the aspect ratio, but the dependency was not noted for specimens with the same diameter of larger aspect ratios. Specimens with the same aspect ratio but different size delivered different resonant frequencies. The test results indicated that the frequency response increased as the aspect ratio increased approximately up to 0.7, and then it decreased with a nonlinear trend as the aspect ratio increased beyond 0.7, indicating the tendency of the frequency response reaching a plateau as the aspect ratio increased. It was inferred from test results that there was a threshold aspect ratio at which the fundamental longitudinal frequency mode was not the dominant frequency mode. Velocity calculations from measured resonant frequencies indicated that the true material properties could be attained at an aspect ratio of as low as 1. Based on the results of this study, testing specimens with a diameter of 150 mm and a height of 170 mm commonly used for producing dynamic modulus test specimens, provided proper size and aspect ratio for testing with IR. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModulus. =650 \0$aAspect ratio. =650 \0$aAsphalt concrete. =650 \0$aResonant frequency. =650 \0$aImpact resonance test. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aAsphalt concrete. =650 24$aAspect ratio. =650 24$aImpact resonance test. =650 24$aResonant frequency. =650 24$aModulus. =700 1\$aSolaimanian, Mansour,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150044.htm =LDR 03231nab a2200565 i 4500 =001 JTE20140404 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140404$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140404$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aChen, Xiang,$eauthor. =245 10$aStudy on the Performance of Cold-Recycling Asphalt Mixture Influenced by Activity Sites of Lignin via Chemical Analysis /$cXiang Chen, Jie Liu, Juntao Lin, Jinxiang Hong. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aGas chromatograph (GC) and gel permeation chromatography (GPC) were used to investigate the activity sites of lignin, which influence the emulsifiability of emulsifier and mixing performance of cold-recycling asphalt mixture obviously, in this paper. It was found that the emulsifier A prepared by lignin A showed the highest activity in emulsifiability and mixing performance, which was due to its 9.48 activity sites on average. Moreover, emulsifier B synthesized by lignin B exhibited a lower activity on emulsifiability and mixing performance than that of lignin A, which was because lignin B had 7.68 activity sites. However, the mixing performance of emulsifier C could not satisfy the technical specifications for highway asphalt pavement recycling, which was attributed to its 4.42 activity sites only. The synthetic route of this emulsifier was simple and its performances used in cold-recycling were excellent; as such, this kind of emulsifier could have a promising application in the future. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLignin. =650 \0$aActivity site. =650 \0$aCold recycling. =650 \0$aBitumen emulsion. =650 \0$aGas chromatograph. =650 \0$aPavements, Asphalt concrete. =650 14$aLignin. =650 24$aActivity site. =650 24$aGas chromatograph. =650 24$aGel permeation chromatography. =650 24$aCold recycling. =650 24$aBitumen emulsion. =700 1\$aLiu, Jie,$eauthor. =700 1\$aLin, Juntao,$eauthor. =700 1\$aHong, Jinxiang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140404.htm =LDR 03439nab a2200541 i 4500 =001 JTE20130088 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130088$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130088$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA437 =082 04$a620.1/2$223 =100 1\$aYang, Suhang,$eauthor. =245 10$aNew Local Compression Test to Estimate In Situ Compressive Strength of Masonry Mortar /$cSuhang Yang, Ruinan Gu, Shuangyin Cao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aA new partially destructive test (PDT) method called local compression test method (LCTM) is proposed to estimate the in situ compressive strength of masonry mortar. In this method, the mortar pieces are taken out from horizontal masonry mortar joints and compressed mutually by means of two flat head round bars, the compressive force crushing the mortar piece is measured. The compressive test for the mortar pieces can be interpreted as the compressive strength test for the radially constrained mortar cylinder. The correction coefficient formula is first established through the tests for the local compressive strength of mortar pieces in the standard thickness (10 mm) and other thickness. The empirical correlation relationships between the local compressive strength of mortar pieces and the compressive strength of mortar cubes are presented for the masonry mortar with compressive strength ranging from M2.5 to M15.0. A good correlation between the cube compressive and local compressive strength has been found. The in situ verification tests are undertaken on a number of mortar structures to determine the accuracy of the LCTM. The experimental and analytical results show that this method is accurate and applicable to in situ tests of the masonry mortar compressive strength. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIn situ test. =650 \0$aMortar piece. =650 \0$aMortar joint thickness. =650 \0$aMasonry$xCongresses. =650 \0$aMasonry. =650 \0$aMortar$xTesting. =650 14$aMortar piece. =650 24$aLocal compression test method (LCTM) =650 24$aIn situ test. =650 24$aCompressive strength of masonry mortar. =650 24$aMortar joint thickness. =700 1\$aGu, Ruinan,$eauthor. =700 1\$aCao, Shuangyin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130088.htm =LDR 04223nab a2200541 i 4500 =001 JTE20140065 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140065$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140065$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD30.23 =082 04$a658.4/03$223 =100 1\$aChen, Shieh-Liang,$eauthor. =245 10$aEvaluating and Selecting the Best Outsourcing Service Country in East and Southeast Asia :$bAn AHP Approach /$cShieh-Liang Chen, Van Kien Pham, James K. C. Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b79 =520 3\$aOver the last two decades, outsourcing has been considered a key component for business performance through which firms can narrow their business operations and focus on core competencies. Before doing that, it is vital to evaluate and determine the best outsourcing destination. Unfortunately, only a few studies have been done to help firms make decisions in relation to evaluating a potential outsourcing partner. In addition, most existing studies only emphasized a specific field at the company level, so a complete framework in this field has never been done before. This study therefore attempts to address this research gap by constructing an outsourcing hierarchy model with four levels, namely overall goal, criteria, sub-criteria, and alternative for the use of the AHP approach. In here, criteria would include the most important attributes, which are (1) cost competiveness, (2) human resources, (3) business environment, and (4) government policies. Each criterion itself also consists of several-sub criteria. With respect to these criteria, seven typical outsourcing countries in the East and South East Asia (China, Indonesia, Malaysia, The Philippines, Singapore, Thailand, and Vietnam) were selected to serve as alternatives. As a result, the weight of the higher priority, the more important the criterion or the alternative will be. The results show that cost competiveness is the most important factor in the second level of the hierarchy and it results in the dominance of employee salary, taxes, freight prices, and real estate costs respectively in the third level. Corresponding with this, China is the best outsourcing destination. Additionally, the Philippines, Vietnam, and Thailand are emerging as three attractive countries due to the positive change of government policies as well as the improvements of human resources and national infrastructure. Generally, this study not only enriches the existing literature, but also provides readers and decision-makers a comprehensive view toward the given field. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsian region. =650 \0$aDecision-maker. =650 \0$aOutsourcing. =650 \0$aBesluitvorming. =650 \0$aDecision making$vMethodology. =650 \0$aWiskundige modellen. =650 14$aOutsourcing. =650 24$aAnalytic hierarchy process (AHP) =650 24$aMulti-criteria decision making. =650 24$aDecision-maker. =650 24$aAsian region. =700 1\$aPham, Van Kien,$eauthor. =700 1\$aChen, James K. C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140065.htm =LDR 03210nab a2200565 i 4500 =001 JTE20130029 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130029$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130029$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aNguyen, Manh Tuan,$eauthor. =245 12$aA New Fatigue Failure Criterion Based on Crack Width of Asphalt Concrete Under Indirect Tensile Mode of Loading /$cManh Tuan Nguyen, Hyun Jong Lee, Jongeun Baek, Joon-shik Moon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aIn general, the fatigue life of asphalt concrete, representing its resistance against fatigue cracking, is determined based on stiffness or deformation, which is not directly related to crack development. This paper proposes a new fatigue failure criterion considering crack development in indirect tension (IDT) fatigue tests under the stress-controlled mode of loading. The crack length and width of IDT specimens were monitored periodically using two digital cameras mounted on each face of the IDT specimens. Fatigue failure was defined as the number of loading cycles corresponding to the beginning of rapid crack opening. A simple approach as for practical applications was proposed to estimate the crack width from the horizontal deformation of an IDT specimen. Finally, the validity of the new fatigue criterion was evaluated relative to an existing fatigue failure criterion. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack width. =650 \0$aAsphalt concrete. =650 \0$aCrack development. =650 \0$aFatigue failure criterion. =650 \0$aPavements, Asphalt concrete$xMaterials$vHandbooks, manuals, etc. =650 \0$aWarm mix paving mixtures. =650 \0$aMix design. =650 14$aAsphalt concrete. =650 24$aIndirect tensile fatigue test. =650 24$aFatigue failure criterion. =650 24$aCrack development. =650 24$aCrack width. =700 1\$aLee, Hyun Jong,$eauthor. =700 1\$aBaek, Jongeun,$eauthor. =700 1\$aMoon, Joon-shik,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130029.htm =LDR 03164nab a2200529 i 4500 =001 JTE20140321 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140321$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140321$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA403.3 =082 04$a515/.2433$223 =100 1\$aKilic, Gokhan,$eauthor. =245 10$aWavelet Analysis With Different Frequency GPR Antennas for Bridge Health Assessment /$cGokhan Kilic, Mehmet S. Unluturk. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b32 =520 3\$aThis study presents an examination and a presentation of ground-penetrating radar (GPR) on a heavily used high-speed railway bridge in Turkey. This study also considers GPR mapping using two different antennas (2 GHz and 500 MHz), and their reliability in terms of locating subsurface features, such as rebar (lower and upper reinforcement) and the presence of moisture. Moreover, GPR interesting results in terms of the structural crack locations by detecting discontinuities and breakdowns in the wavelets' travel with the incorporation of wavelet analysis into the process of the collected raw data of the high-speed railway bridge under survey. This study promotes the GPR and the wavelet analyses in the health monitoring and assessment of bridge structures. By increasing insight into the kinds of structural deterioration that can occur in structures, such as high-speed railway bridges, this study also has implications for the process of tool selection in structural inspection. The wavelet analysis can be used as an effective tool in analyzing and presenting the results of the GPR survey. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRebar position. =650 \0$aMoisture ingress. =650 \0$aWavelet analysis. =650 \0$aBridge structures. =650 \0$aWavelet. =650 \0$aWavelets (Mathematics) =650 14$aBridge structures. =650 24$aGPR. =650 24$aMoisture ingress. =650 24$aRebar position. =650 24$aWavelet analysis. =700 1\$aUnluturk, Mehmet S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140321.htm =LDR 04073nab a2200517 i 4500 =001 JTE20140165 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140165$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140165$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aNB249.B42 =082 04$a709.2$223 =100 1\$aDegirmenci, Züleyha,$eauthor. =245 10$aInvestigation of Thermal Comfort Properties of Jeggings Manufactured by the Use of Knitted Denim-Like Fabrics /$cZüleyha Degirmenci, Nihat ßelik. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aThis paper reported the evaluation, discussions, and results of our study on thermal comfort properties of jeggings manufactured by the use of eighteen different types of fleeced knitted fabrics, all of which have been specially designed and produced as to get denim-like appearance. Jeggings, originally, defines tight-fitting stretch pants for women, styled to resemble a pair of denim jeans. Thermal comfort properties of jeggings are of great importance since they are usually used as summer clothes. Tests were performed on air permeability, water vapor permeability, thermal resistance, and absorptivity of the fabrics. Air permeability has been realized under a constant air pressure by the use of SDL Atlas Air Permeability Tester according to the ISO 9237 standard (ISO 9237:1999: Textile-Determination the Air Permeability of Textile Materials, ISO, Geneva, Switzerland, 1999). Water vapor permeability test results were obtained as the index values using SDL Atlas Rotational Platform Tester according to ASTM E96/E96M-14 (Standard Test Methods for Water Vapor Transmission of Materials, ASTM International, West Conshohocken, PA, 2014, www.astm.org). Thermal resistance and thermal absorptivity tests have been applied on an Alambeta tester. The main goal of the study, besides a contribution to the literature to extend the knowledge in this field, was choosing the best suited fabric or fabrics that were comparatively better than the others examined in this study in terms of the optimized characteristics for wearing cloths as jeggings in summer. Hence, the overall test results were compared in graphic form and evaluated statistically using the SPSS 17.0 package program. Additionally, the multi-response optimization method was applied on the data using the Design Expert 8.0 package program to help for selection of convenient fabric/fabrics for this purpose. At the end of the study, it was found that the fabrics which have bamboo and modal fleecy yarns are suitable for summer wear. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJeggings. =650 \0$aFleecy yarn. =650 \0$aThermal comfort. =650 \0$aKnitted denim-like fabric. =650 \0$aTextile. =650 14$aKnitted denim-like fabric. =650 24$aJeggings. =650 24$aFleecy yarn. =650 24$aThermal comfort. =650 24$aMulti-response optimization. =700 1\$aßelik, Nihat,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140165.htm =LDR 03543nab a2200565 i 4500 =001 JTE20140392 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140392$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140392$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aGe, Zhesheng,$eauthor. =245 10$aAir Void Detection Using Ground-Penetrating Radar and Its Relationship to Moisture Damage /$cZhesheng Ge, Hao Wang, Hao Yao, Qingshan Zhang, Long Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aMoisture transport in asphalt mixtures is influenced by the distribution and connectivity of air voids in the mixture. Therefore, characterization of air void structure is important for predicting moisture damage potential. The purpose of this paper was to detect the air void content of asphalt pavement using ground penetration radar (GPR) and then evaluate the moisture damage potential of asphalt mixtures with different air void contents. In particular, an innovative device, a dynamic water pressure tester (DWPT), was used to evaluate the resistance of asphalt mixture to moisture damage. A rotary loaded wheel tester (RLWT) was used to measure rutting resistance of asphalt mixture before and after being tested by DWPT. A linear relationship between air voids and the amplitudes of wave valley in the GPR signal was found. It suggested that the GPR waveform could be used to detect the air void content of asphalt pavement layers consistent with laboratory measurements. The relationship between air voids and rut depths measured with RLWT showed that an increase in air void content led to an increase in rut depth. Test results in the laboratory indicated that dynamic water pressure resulted in the greater reduction of strength and increase of rut depth if the asphalt mixture has higher air void contents. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAir void. =650 \0$aRutting depth. =650 \0$aAsphalt pavement. =650 \0$aTensile strength. =650 \0$aGround-penetrating radar. =650 \0$aPavements, Asphalt concrete. =650 14$aAsphalt pavement. =650 24$aAir void. =650 24$aRutting depth. =650 24$aTensile strength. =650 24$aGround-penetrating radar. =700 1\$aWang, Hao,$eauthor. =700 1\$aYao, Hao,$eauthor. =700 1\$aZhang, Qingshan,$eauthor. =700 1\$aZhang, Long,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140392.htm =LDR 03739nab a2200529 i 4500 =001 JTE20130288 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130288$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130288$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aHill, Robert,$eauthor. =245 10$aQuantifying Timing of Return to Traffic for Asphalt Cement Based Full Depth Reclamation Mixtures in the Laboratory /$cRobert Hill, Andrew Braham. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aFull depth reclamation (FDR) is a pavement structure rehabilitation technique that uses in-place material to build structural capacity of a roadway. By mixing together 8-12 in. of pavement structure with a binding agent, a higher structural capacity can be achieved. However, there is often a period of time prior to the binding agent fully curing where traffic is released to the FDR before a surface course is applied. In this research, five laboratory testing devices attempted to quantify how asphalt cement based FDR builds resistance to raveling during this traffic. Four in-house designed and built testing devices were compared to the existing cold in-place recycling raveling test. Factors explored during evaluation included curing time (0-48 h), binding agent (asphalt emulsion and asphalt foam), and curing condition (ambient temperature and 40°C). In general, all five testing devices showed a decrease in potential raveling with longer curing times using an asphalt emulsion binding agent at ambient curing temperatures. Asphalt emulsion FDR showed higher resistance to raveling than asphalt foam FDR at ambient curing temperatures, but curing at 40°C did not give conclusive evidence on resistance to raveling versus ambient curing temperatures. Finally, this testing was applied in the laboratory to give a general indication of the performance of each testing device; therefore, the testing devices need to be taken into the field to verify these initial laboratory findings and to begin building correlations between the lab test results and actual raveling susceptibility in the field. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt foam. =650 \0$aAsphalt emulsion. =650 \0$aReturn to traffic. =650 \0$aFull depth reclamation. =650 \0$aPavement rehabilitation. =650 \0$aPavements, Asphalt concrete. =650 14$aFull depth reclamation. =650 24$aPavement rehabilitation. =650 24$aReturn to traffic. =650 24$aAsphalt emulsion. =650 24$aAsphalt foam. =700 1\$aBraham, Andrew,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130288.htm =LDR 03379nab a2200541 i 4500 =001 JTE20140432 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140432$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140432$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRB127 =082 04$a616/.0472$223 =100 1\$aPeterson, Karl W.,$eauthor. =245 10$aRobust Test of the Flatbed Scanner for Air-Void Characterization in Hardened Concrete /$cKarl W. Peterson, Gerald C. Anzalone, Sona Nezami, Claire Yea Sol Oh, Haizhu Lu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b43 =520 3\$aIn the province of Ontario, Canada, the Ministry of Transportation administers a quality assurance testing program for all new concrete construction where air content and spacing factor are measured. Testing is performed by qualified operators in accordance with ASTM C457/C457M-12. In this study, 324 routine samples that had been tested by qualified operators were obtained and analyzed for air-void parameters by an alternative automated flatbed scanner method. A strong correlation was found between the manual and automated methods. This research explored the premise that summary statistics from a small set of training samples could be used to define a set of global threshold levels to measure air-void parameters from a much larger population. Two different methods for setting the global thresholds were tested: one based on arithmetic means, and another based on modal location parameters derived from type I extreme value distributions. The frequency of false-negative errors (failure to detect a defect) was used as a criterion to assess the different threshold methods. Automated test results derived using global thresholds based on arithmetic means minimized the occurrence of false-negative events. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAir-voids. =650 \0$aThreshold. =650 \0$aFlatbed scanner. =650 \0$aContrast enhancement. =650 \0$aPain Threshold. =650 14$aAir-voids. =650 24$aContrast enhancement. =650 24$aThreshold. =650 24$aFlatbed scanner. =700 1\$aAnzalone, Gerald C.,$eauthor. =700 1\$aNezami, Sona,$eauthor. =700 1\$aOh, Claire Yea Sol,$eauthor. =700 1\$aLu, Haizhu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140432.htm =LDR 02899nab a2200529 i 4500 =001 JTE20150037 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150037$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150037$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.166$223 =100 1\$aChidambaram, R. Siva,$eauthor. =245 10$aPerformance Evaluation of Geogrid-Confined Beam-Column Joints With Steel Fiber Reinforced Concrete Under Cyclic Loading /$cR. Siva Chidambaram, Pankaj Agarwal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aCyclic performance of beam-column joint specimens was evaluated under conventional confinement and geogrid confinement with and without steel fiber reinforced concrete (SFRC). The efficacy of these specimens was compared on the basis of hysteresis behavior, load-deformation envelope curve, energy dissipation, strength and stiffness degradation, moment-rotation relationship, and failure pattern with damage index. The test results indicated that the additional geogrid confinement at the joint improved the performance significantly, and the use of SFRC further helped to increase the shear resistance capacity of the joint. The damage index of geogrid-confined specimens was reduced to at least one level lower on the same deformation range as compared to the conventional specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDuctility. =650 \0$aCyclic evaluation. =650 \0$aGeogrid confinement. =650 \0$aHysteresis behavior. =650 \0$aMicromechanics. =650 \0$aMechanical properties. =650 14$aCyclic evaluation. =650 24$aHysteresis behavior. =650 24$aGeogrid confinement. =650 24$aSFRC. =650 24$aDuctility. =700 1\$aAgarwal, Pankaj,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150037.htm =LDR 03638nab a2200481 i 4500 =001 JTE20150019 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150019$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150019$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD96.A8 =082 04$a543/.5$223 =100 1\$aBenkstein, K. D.,$eauthor. =245 10$aFourier Transform Infrared Absorption Spectroscopy for Quantitative Analysis of Gas Mixtures for Homeland Security Applications /$cK. D. Benkstein, W. S. Hurst, D. C. Meier, P. M. Chu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aChemical detectors are crucial tools for first responders during emergency-response scenarios and for continuous monitoring of public spaces for general safety. For those who depend upon chemical detectors for safety and security, ensuring that detectors alarm at specified levels is critical. During detector performance evaluation, the accurate delivery of known concentrations of the chemical target to the detector is a key aspect of the test. Referee methods enable the analyte test concentration and associated uncertainties in the analyte test concentration to be validated by independent analysis, which is especially important for reactive analytes. This work demonstrates a method to use Fourier transform infrared (FT-IR) absorption spectroscopy for quantitatively evaluating the composition of vapor streams containing hazardous materials at acute exposure guideline levels (AEGL) under test conditions defined in recently published standard specifications for chemical vapor detectors. The described method covers the use of primary reference spectra to establish analyte concentrations, the generation of secondary reference spectra suitable for measuring analyte concentrations under specified testing environments, and the use of referee feedback to compensate for depletion of the test analyte. Important benefits of this approach included verification of the test analyte concentration with characterized uncertainties by in situ measurements co-located with the detector under test, near-real-time feedback, and broad applicability to toxic industrial chemicals. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aQuantitative analysis. =650 \0$aAtomic emission spectroscopy. =650 14$aToxic industrial chemicals. =650 24$aFT-IR absorption spectroscopy. =650 24$aQuantitative analysis. =700 1\$aHurst, W. S.,$eauthor. =700 1\$aMeier, D. C.,$eauthor. =700 1\$aChu, P. M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150019.htm =LDR 04117nab a2200661 i 4500 =001 JTE20140287 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140287$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140287$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96/142$223 =100 1\$aZarr, Robert R.,$eauthor. =245 10$aSensitivity Analysis for a Guarded-Hot-Plate Apparatus :$bA Methodology Based on Orthogonal Experiment Designs /$cRobert R. Zarr, James J. Filliben. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aResults and analyses of a sensitivity study of six controlled variables on the response of the National Institute of Standards and Technology (NIST) 500 mm guarded-hot-plate apparatus are presented. The effects of four factors held constant as well as three uncontrolled environmental variables were also examined. The goal of the study is to derive a sensitivity analysis ranking of the relative importance of factors and interactions affecting the apparatus. Sixty-six thermal conductivity measurements were conducted across three experiments at a mean temperature of 310 K for a pair of fibrous-glass specimens (120 kg.m-3) having nominal dimensions 500 mm in diameter and 26 mm in thickness. The apparatus response was studied using an orthogonal fractional factorial design, a one-factor-at-a-time design, and a full factorial design for a subset of factors from the fractionated design. The results indicate that most important factor affecting the thermal conductivity measurement was the temperature difference across the air space separating the central meter plate and the surrounding guard plate, described here as the gap temperature difference (?Tg). The study also revealed an interaction between the gap temperature difference and the temperature difference across the specimen (?Tavg). An empirical model for the results of the sensitivity study is presented. Results of the gap temperature difference (?Tg) are similar to published results from another guarded-hot-plate apparatus. Improvements for equipment operation, as well as insights to the sources of experimental uncertainty, are presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOrthogonal. =650 \0$aRuggedness. =650 \0$aSensitivity. =650 \0$aFull factorial. =650 \0$aGuarded hot plate. =650 \0$aThermal insulation. =650 \0$aExperimental design. =650 \0$aFibrous glass board. =650 \0$aFractional factorial. =650 \0$aThermal conductivity. =650 \0$aIsothermal transformation diagrams. =650 \0$aCooling curves. =650 14$aExperimental design. =650 24$aFractional factorial. =650 24$aFull factorial. =650 24$aGuarded hot plate. =650 24$aFibrous glass board. =650 24$aOrthogonal. =650 24$aRuggedness. =650 24$aSensitivity. =650 24$aThermal conductivity. =650 24$aThermal insulation. =700 1\$aFilliben, James J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140287.htm =LDR 03480nab a2200481 i 4500 =001 JTE20140132 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140132$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140132$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.16$223 =100 1\$aChen, Jie,$eauthor. =245 10$aAlternative Approach for Strain Measurement and Control in Fatigue Tests at Elevated Temperature /$cJie Chen, Zihui Xia. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aFor strain-controlled fatigue tests, especially at elevated temperature, implementation of knife-edges and punching dimples within the gauge length of a specimen is a common practice to mount the extensometer. Premature failure on the test section of the specimens might be introduced by implementing these techniques. In this paper, an alternative approach is introduced to control and measure the strains in fatigue tests. Two dimples outside the gauge-length section are punched and used to mount the extensometer. The correlation between the controlled (measured) strain and the strain within the gauge-length section is established. For the isothermal fatigue tests (strain cycling at constant elevated temperature), the correlation can be established either through analytical analysis or finite-element analysis (FEA). By comparing the hysteresis loops obtained through the correlation and the one directly measured within the gauge length, it is found that the established correlation obtained from FEA has better agreement with the latter result. In addition, this technique can also be used for thermal-mechanical fatigue (TMF) tests (both temperature and strain cycling). However, it is found that the correlation developed through FEA does not give accurate result. Therefore, the interconnection should be established through a cyclic test, in which two extensometers are mounted on the specimen, one measures the strain within the gauge length and the other measures the strain outside the gauge length. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aExtensometer. =650 \0$aIsothermal fatigue. =650 \0$aMetals$vMechanical properties. =650 14$aIsothermal fatigue. =650 24$aThermal-mechanical fatigue. =650 24$aStrain measurement and control. =650 24$aExtensometer. =700 1\$aXia, Zihui,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140132.htm =LDR 02573nab a2200433 i 4500 =001 JTE20130230 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130230$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130230$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD38.5 =082 04$a658.5$223 =100 1\$aChang, Che-Wei,$eauthor. =245 10$aConstructing an Evaluation Model to Assess the Supply Chain Management System in the Taiwan Semiconductor Industry /$cChe-Wei Chang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aThis study presents an evaluation model that can be used to select a supply chain management system (SCMS) related to the semiconductor industry, thereby enabling administrators or decision makers to identify the most appropriate system to be implemented or reimplemented. The analytic network process based decision-making method for constructing an evaluation method can provide decision makers in the semiconductor industry or business administrators with a valuable reference for evaluating the SCMS, helping to identify the most appropriate system for either implementing or reimplementing the SCMS. Furthermore, the proposed model can assist entrepreneurs in assessing the SCMS, indicating that the model is highly applicable for academic and commercial purposes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSupply Chain Management. =650 14$aSCMS. =650 24$aANP. =650 24$aMulti-criteria decision making. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130230.htm =LDR 03960nab a2200529 i 4500 =001 JTE20140480 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140480$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140480$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aHakimzadeh, Salman,$eauthor. =245 10$aSingle-Edge Notched Disk Fracture Test for Asphalt Concrete /$cSalman Hakimzadeh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aAsphalt concrete is commonly used as the surface layer in many pavement structures. One of the most important characteristics of asphalt concrete is its cracking resistance. At present, the conventional engineering material parameters such as tensile strength and dynamic modulus are the parameters used in the process of flexible pavement designs. In order to improve the design process, development and use of mechanistic-based design methods are necessary. These methods require characteristics that accounts for fracture resistance of asphalt concrete materials such as fracture energy. Thus, the use of a fracture mechanics approach and the development of valid fracture tests which are able to extract fundamental fracture properties of asphalt concrete are crucial. The goals of this research were to first introduce and evaluate a new and more practical fracture test, called single-edge notched disk (SEND) test, that can be easily used to characterize fracture properties of asphalt concrete, and second, to describe testing and analysis technique used in this investigation. As compared to other available fracture tests, the SEND test had several advantages, including capability of using field specimens, easy specimen preparation and test procedure, simple load configuration and test fixtures, big fractured surface area, and capability to induce cracks to propagate across the pavement thickness. Since the SEND test combined materials' visoelastic deformation with fracture, it was able to simulate real life failure in pavements more accurately as compared to other existing fracture tests. The scope of this study was on laboratory and field compacted, dense graded asphalt mixture specimens. The results of the study clearly showed the ability of the SEND test to characterize fracture properties of various types of asphalt concrete mixtures at different testing temperatures, loading rates, and air void levels. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSize effect. =650 \0$aFracture energy. =650 \0$aAsphalt concrete. =650 \0$aCracking resistance. =650 \0$aFracture properties. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aAsphalt concrete. =650 24$aFracture energy. =650 24$aFracture properties. =650 24$aCracking resistance. =650 24$aSize effect. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140480.htm =LDR 03535nab a2200553 i 4500 =001 JTE20130335 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130335$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130335$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQP624.5.D726 =082 04$a572.8/636$223 =100 1\$aCarpentier, Paige,$eauthor. =245 13$aAn Improved Short-Beam Method for Measuring Multiple Constitutive Properties for Composites /$cPaige Carpentier, Andrew Makeev, Liu Liu, Brian Shonkwiler. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe short beam shear (SBS) test method combined with digital image correlation (DIC) deformation measurement is used in this work to study constitutive properties of the IM7/8552 carbon/epoxy composite material system. Dependence of the shear stress approximation on the SBS specimen span-to-thickness (s/t) ratio has been investigated. A stress model developed in a previous study is expanded to account for this dependency. In addition, the effect of nonzero transverse normal stresses on a simple closed-form approximation for tensile and compressive axial moduli has been assessed. Results from the expanded closed-form solution verify that transverse normal stress has little influence on the measurement of the axial moduli. Also, the SBS test setup has been refined as a result of the sensitivity of the measured axial strain distribution to the specimen alignment in the test fixture. The test results obtained in this work are compared with previously published results to demonstrate the ability of a single unidirectional SBS test to capture multiple constitutive properties including axial tensile and compressive moduli, the nonlinear shear stress-strain response in the plane of loading, and to show that measured material properties do not depend on the test specimen size. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAnisotropy. =650 \0$aMechanical testing. =650 \0$aMechanical properties. =650 \0$aDigital image correlation. =650 \0$aImage analysis. =650 \0$aImage Processing, Computer-Assisted. =650 14$aPolymer-matrix composites. =650 24$aMechanical properties. =650 24$aMechanical testing. =650 24$aDigital image correlation. =650 24$aAnisotropy. =700 1\$aMakeev, Andrew,$eauthor. =700 1\$aLiu, Liu,$eauthor. =700 1\$aShonkwiler, Brian,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130335.htm =LDR 03415nab a2200505 i 4500 =001 JTE20140442 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140442$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140442$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.16$223 =100 1\$aYang, Zhong,$eauthor. =245 10$aEffect of the Types of Superplasticizers on the Fresh, Mechanical, and Durability Properties of the High-Performance Concrete /$cZhong Yang, Hui Zhao, Wei Sun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b47 =520 3\$aThe aim of this study is to examine the effect of the types of superplasticizers (SPs) on the properties of the high-performance concrete (HPC). Three types of SPs, i.e., polycarboxylate- based (PCA) SP, sulfonated naphthalene-formaldehyde with 0.5 % sodium sulfate (LSNF) SP, and sulfonated naphthalene-formaldehyde with 16.8 % sodium sulfate (HSNF) SP, were used. The fresh, mechanical, durability properties, and water porosity of the SPs concrete were tested. Utilizing SPs in the concrete increased the initial slump and the water porosity of the concrete, reduced the mechanical properties of the concrete. The SPs-blended concrete had the higher carbonation depth and chloride ion diffusion coefficient, the better durability properties under drying-wetting cycles than the control concrete. Moreover, PCA SP of the lower dosage than LSNF, HSNF SPs was used in the concrete to achieve the same initial slump of the concrete. The concrete containing 0.28 % PCA SP had the higher slump preservation and mechanical properties, the lower water porosity, carbonation depth, and chloride ion diffusion coefficient than that with 0.8 % LSNF SP, 1.0 % HSNF SP. The concrete mixtures with 0.8 % LSNF SP, 1.0 %, HSNF SP were more effective on resistance damage under drying-wetting cycles than that with 0.28 % PCA SP. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDurability properties. =650 \0$aMechanical properties. =650 \0$aHigh-performance concrete. =650 \0$aMetals$vMechanical properties. =650 14$aTypes of superplasticizers. =650 24$aHigh-performance concrete. =650 24$aMechanical properties. =650 24$aDurability properties. =700 1\$aZhao, Hui,$eauthor. =700 1\$aSun, Wei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140442.htm =LDR 03747nab a2200577 i 4500 =001 JTE20140535 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140535$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140535$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a624.1/8$223 =100 1\$aSilva, A.,$eauthor. =245 10$aMechanical Characteristics of Lightweight Mortars on Small-Scale Samples /$cA. Silva, A. Soares, I. Flores-Colen, J. de Brito. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b41 =520 3\$aOccasionally, in laboratory conditions, it can be advantageous to use small-scale specimens, e.g., when the amount of available material is limited or expensive or when there are space limitations. The characteristics of any tested material such as concrete or mortar are affected by the specimens' size; therefore it is important to consider this effect when estimating the properties of these materials. Despite the extensive studies about the effect of the specimens' size in concrete, there is a shortage of information about this matter in mortars. This study presented the effects of specimens' size on the mechanical properties of cement-based lightweight mortars. These included the compressive strength and flexural strength, bulk density, dynamic Young's modulus, and ultrasonic pulse velocity. For this purpose, statistical analyses were conducted in order to correlate test values from standard samples and small-scale samples and to analyze the feasibility of estimating the mechanical strength from non-destructive tests on small-scale samples. In order to facilitate the production of small-scale specimens, an alternative mixing method was also tested. The results obtained show correlation factors around 0.9, which was found suitable to estimate the mechanical characteristics by using small-scale samples instead of standard specimens. The correlations obtained from the relationships between the results of mechanical strength and non-destructive tests were also evaluated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSize effect. =650 \0$aMixing process. =650 \0$aRender coatings. =650 \0$aLightweight mortars. =650 \0$aSmall-scale samples. =650 \0$aComposite materials$xMechanical properties. =650 \0$aEstruturas. =650 14$aSmall-scale samples. =650 24$aSize effect. =650 24$aMechanical characteristics. =650 24$aMixing process. =650 24$aRender coatings. =650 24$aLightweight mortars. =700 1\$aSoares, A.,$eauthor. =700 1\$aFlores-Colen, I.,$eauthor. =700 1\$ade Brito, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140535.htm =LDR 04098nab a2200589 i 4500 =001 JTE20140325 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140325$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140325$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aUG485 =082 04$a006.32$223 =100 1\$aAzid, Azman,$eauthor. =245 10$aSelection of the Most Significant Variables of Air Pollutants Using Sensitivity Analysis /$cAzman Azid, Hafizan Juahir, Mohd Ekhwan Toriman, Azizah Endut, Mohd Nordin Abdul Rahman, Mohd Khairul Amri Kamarudin, Mohd Talib Latif, Ahmad Shakir Mohd Saudi, Che Noraini Che Hasnam, Kamaruzzaman Yunus. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b42 =520 3\$aThis study was conducted to determine the most significant parameters for the air-pollutant index (API) prediction in Malaysia using data covering a 7-year period (2006-2012) obtained from the Malaysian Department of Environment (DOE). The sensitivity analysis method coupled with the artificial neural network (ANN) was applied. Nine models (ANN-API-AP, ANN-API-LCO, ANN-API-LO3, ANN-API-LPM10, ANN-API-LSO2, ANN-API-LNO2, ANN-API-LCH4, ANN-API-LNmHC and ANN-API-LTHC) were carried out in the sensitivity analysis test. From the findings, PM10 and CO were identified as the most significant parameters in Malaysia. Three artificial neural network models (ANN-API-AP, ANN-API-LO, and ANN-API-DOE) were compared based on the performance criterion [R2, root-mean-square error (RMSE), and squared sum of all errors (SSE)] for the best prediction model selection. The ANN-API-AP, ANN-API-LO, and ANN-API-DOE models have R2 values of 0.733, 0.578, and 0.742, respectively; RMSE values of 8.689, 10.858, and 8.357, respectively; SSE values of 762,767.22, 1,191,280.60, and 705,600.05, respectively. The findings exhibit the ANN-API-LO model has a lower value in R2 and higher values in RMSE and SSE than others. ANN-API-LO model was considered as the best model of prediction because of fewer variables was utilized as input and far less complex than others. Hence, the use of fewer parameters of the API prediction has been highly practicable for air resource management because of its time and cost efficiency. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAir-pollutant index. =650 \0$aSensitivity analysis. =650 \0$aCommand and control systems. =650 \0$aNetwork analysis (Planning) =650 \0$aNeural networks (Computer science) =650 14$aSensitivity analysis. =650 24$aArtificial neural network. =650 24$aAir-pollutant index. =700 1\$aJuahir, Hafizan,$eauthor. =700 1\$aToriman, Mohd Ekhwan,$eauthor. =700 1\$aEndut, Azizah,$eauthor. =700 1\$aAbdul Rahman, Mohd Nordin,$eauthor. =700 1\$aAmri Kamarudin, Mohd Khairul,$eauthor. =700 1\$aLatif, Mohd Talib,$eauthor. =700 1\$aMohd Saudi, Ahmad Shakir,$eauthor. =700 1\$aChe Hasnam, Che Noraini,$eauthor. =700 1\$aYunus, Kamaruzzaman,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140325.htm =LDR 02676nab a2200541 i 4500 =001 JTE20140089 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140089$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140089$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA372 =082 04$a515.35$223 =100 1\$aYifei, Gao,$eauthor. =245 10$aCalculation of the Maximum Bending Strain :$bMachine and Specimen Components and Their Orientation Angles With "Vector Method" /$cGao Yifei, Liang Xinbang, Bao Lei. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$a"Vector method" was used in the calculation of the maximum bending strain (machine and specimen components) for circular and rectangular cross-section specimens under axial loading and bending. This method satisfactorily solved the orientation angle calculation problem for rectangular cross-section specimens (including thick and thin rectangular cross-section) caused by the testing machine component and the specimen component under the maximum bending strain, which is not solved in the ASTM E1012-12 and ISO 23788. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRectangular. =650 \0$aAxial loading. =650 \0$aOrientation angle. =650 \0$aAlignment verification. =650 \0$aMaximum bending strain. =650 \0$aVector bundles. =650 14$aAxial loading. =650 24$aAlignment verification. =650 24$aMaximum bending strain. =650 24$aOrientation angle. =650 24$aRectangular. =700 1\$aXinbang, Liang,$eauthor. =700 1\$aLei, Bao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140089.htm =LDR 03698nab a2200529 i 4500 =001 JTE20130310 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130310$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130310$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD195.G57 =082 04$a363.7$223 =100 1\$aLee, Seung-Tae,$eauthor. =245 10$aPerformance of Cementitious Composites Incorporating Ground TFT-LCD Waste Glass /$cSeung-Tae Lee, JaeJun Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aIn South Korea, a great amount of thin-film transistor liquid-crystal display (TFT-LCD) waste glass in the form of industrial waste has been produced during the electronic equipment manufacturing process in recent years. This paper presents a detailed experimental study on the performance of mortar specimens replaced partially by TFT-LCD waste glass (TLWG). The replacement level of TLWG was the main test variable. Setting time, compressive and flexural strengths, drying shrinkage, and chloride-ion permeability tests of mortar specimens incorporating TLWG were carried out to evaluate the possibility of recycling TLWG as a cementitious material. In addition, field-emission scanning electron microscope (FE-SEM) investigations were used to observe the effect of TLWG replacement on the microstructural changes of paste samples. From the test results, it was found that higher replacement levels of TLWG (above 20 %) negatively affected the strength, drying shrinkage, and chloride-ion penetrability of mortar specimens because it led to a porous structure in the hardened cement system. On the other hand, because of the pozzolanic activity, the use of TLWG up to a maximum 10 % replacement level was possibly effective in enhancing mechanical properties of mortars. This was verified through the microstructural observations by SEM and energy dispersive spectroscopy (EDS) analysis. Hence, taking into consideration economical and mechanical factors, it can be concluded that appropriate replacement of TLWG as a cementitious material holds promise in the production of concrete, as well as in recycling industrial waste. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGlasses. =650 \0$aRecycling. =650 \0$aMicrostructures. =650 \0$aMechanical properties. =650 \0$aRecycling (Waste) =650 \0$aGlass manufacture$xEnvironmental aspects. =650 \0$aGlass waste$xRecycling. =650 14$aGlasses. =650 24$aRecycling. =650 24$aMechanical properties. =650 24$aMicrostructures. =700 1\$aLee, JaeJun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130310.htm =LDR 02995nab a2200541 i 4500 =001 JTE20140055 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140055$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140055$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC191 =082 04$a530.4/16$223 =100 1\$aRenshu, Yang,$eauthor. =245 10$aExperimental Research of Crack Propagation in Polymethyl Methacrylate Material Containing Flaws Under Explosive Stress Waves /$cYang Renshu, Wang Yanbing, Guo Dongming, Xue Huajun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe crack propagation behavior of the material polymethyl methacrylate with flaws under the effects of explosive stress waves were studied using a digital laser dynamic caustics method. Four different kinds of experimental conditions were set: open joints, closed joints, confined pressure around the specimen, and double boreholes. A digital high-speed camera was utilized to record a series of dynamic caustics spots at the tip of the propagation wing cracks. The cracks' paths and the dynamic stress intensity factor (DSIF) at the tip of the two wing cracks are evaluated. Crack patterns, variation of DSIF, and the mechanisms of the wing cracking process are analyzed and discussed. The results provided an effective experimental basis for evaluating and designing directional controlled blasting for excavating rock faces and tunnels. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlaws. =650 \0$aDynamic caustics. =650 \0$aNonlinearwaves. =650 \0$aSolids. =650 \0$aStresswaves. =650 \0$aCrack Propagation. =650 14$aFlaws. =650 24$aCrack propagation. =650 24$aDynamic caustics. =650 24$aDirectional controlled blasting. =700 1\$aYanbing, Wang,$eauthor. =700 1\$aDongming, Guo,$eauthor. =700 1\$aHuajun, Xue,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140055.htm =LDR 03809nab a2200589 i 4500 =001 JTE20140510 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140510$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140510$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.8/40287$223 =100 1\$aMinhajuddin, Mohd,$eauthor. =245 10$aCrack Propagation Parametric Assessment of Modified Asphalt Mixtures Using Linear Elastic Fracture Mechanics Approach /$cMohd Minhajuddin, Gourab Saha, Krishna Prapoorna Biligiri. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aThe main objective of this study was to deduce and assess crack propagation parameters of twelve asphalt mixtures including: eight conventional dense graded, two polymer-modified gap graded, and two asphalt-rubber gap graded mixtures using the EN 12697-44:2010 based monotonic semi-circular bending (SCB) test. The asphalt mixes were prepared using different binder types, binder contents, and air voids levels totaling 72 samples with two replicates per mix type. Dense graded mixes had higher fracture toughness than rubber- and polymer-modified mixes at various temperatures. Total fracture energy and residual energy were higher for modified mixes than dense mixes. The share of residual energy in rubber-modified mixtures was 80 % of total fracture energy, indicating that even though a crack initiates in these mixes, it will take much more time to completely fail those materials. Predictive models for crack propagation parameters were developed and were based upon material properties. All three models had very good statistical goodness of fit measures (R2adj >= 0.80, and Se/Sy <= 0.38). Overall, extensive experimentation and analytical methodologies provided a first of its kind comparative understanding of fracture crack propagation mechanism of conventional versus modified asphalt mixtures based on rationally established SCB test technique using a linear elastic fracture mechanics approach. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPredictive models. =650 \0$aModified asphalt mix. =650 \0$aTotal fracture energy. =650 \0$aResidual fracture energy. =650 \0$aConcrete$xFracture. =650 \0$aPavements, Asphalt concrete$xTesting. =650 \0$aPavements, Concrete$xTesting. =650 \0$aCrack Propagation. =650 14$aSemi-circular bending test. =650 24$aCrack propagation. =650 24$aTotal fracture energy. =650 24$aResidual fracture energy. =650 24$aPredictive models. =650 24$aModified asphalt mix. =650 24$aLEFM. =700 1\$aSaha, Gourab,$eauthor. =700 1\$aBiligiri, Krishna Prapoorna,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140510.htm =LDR 03313nab a2200553 i 4500 =001 JTE20140479 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140479$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140479$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ184 =082 04$a621.8/33$223 =100 1\$aLiu, Xintian,$eauthor. =245 10$aDurability Testing Method of a Hub-Reducer System Based on the Shanghai Standard Road Driving Cycle /$cXintian Liu, Songlin Zheng, Tie Chen, Guoqing Liang, Jinzhi Feng, Xin Ning. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b48 =520 3\$aElectric vehicles are equipped with electric-drive wheel systems, so the development of matching hub reducers with proper durability is important. Based on the Shanghai standard road-driving cycle, this paper forecasts the load spectrum for key components of the hub-reducer system. After considering the material strengthening under low-amplitude loads, the reducer system running-in test specification is issued. This paper also develops an electric-drive system durability test specification on the basis of the Miner linear cumulative damage theory, and estimates the hub-reducer durability mileage. The bench test for durability shows that the first round of the prototype design satisfied the durability mileage required, and the bending-fatigue strength of the gear is sufficiently reliable, which gives possibilities for further lightweight designs. This method can be applied for the lightweight designing of other key automotive components. It also provides empirical evidence for developing automotive products that meet the standard road-driving-cycle conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDurability test. =650 \0$aHub-reducer system. =650 \0$aGear. =650 \0$aLife (Durability) =650 \0$aLubrication. =650 14$aHub-reducer system. =650 24$aDurability test. =650 24$aLow-amplitude load strengthening. =650 24$aShanghai standard road-driving cycle. =700 1\$aZheng, Songlin,$eauthor. =700 1\$aChen, Tie,$eauthor. =700 1\$aLiang, Guoqing,$eauthor. =700 1\$aFeng, Jinzhi,$eauthor. =700 1\$aNing, Xin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140479.htm =LDR 02931nab a2200517 i 4500 =001 JTE20150149 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150149$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150149$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aHou, Shuguang,$eauthor. =245 10$aGeneration of the Two-Dimensional Discrete Element Sample of Asphalt Mixtures /$cShuguang Hou, Dong Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe discrete element method is now increasingly used in the micro-mechanical analysis of asphalt mixtures. The digital image-based method is usually used to prepare the 2D discrete element sample. However, this method is costly and time-consuming. In this study, a series of algorithms were developed to generate the 2D discrete element sample of asphalt mixtures based on the probability analysis. Firstly, the shapes and sizes of the 2D aggregates cut from 3D aggregates were analyzed and their probabilities were computed. Based on this, an algorithm was proposed to generate the 2D aggregates. Secondly, a method was developed to calculate the number of 2D aggregates in the 2D asphalt mixture sample. Lastly, the algorithms for generating the 2D discrete element sample were summarized and discussed. With these algorithms, the 2D discrete element sample of asphalt mixtures can be generated directly and rapidly. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAlgorithms. =650 \0$aAsphalt mixtures. =650 \0$aDiscrete element method. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aAsphalt mixtures. =650 24$aDiscrete element method. =650 24$aAlgorithms. =650 24$a3D aggregates. =650 24$a2D aggregates. =700 1\$aZhang, Dong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150149.htm =LDR 04143nab a2200577 i 4500 =001 JTE20140373 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140373$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140373$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aMeena, Pushpendra Kumar,$eauthor. =245 10$aEstimation of Fatigue Life Using Resilient Moduli of Asphalt Mixtures /$cPushpendra Kumar Meena, Gourab Saha, Krishna Prapoorna Biligiri. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aThe objective of this study was to determine the fundamental resilient moduli (Mr) parameters of four asphalt-rubber gap-graded (AR-gap), one asphalt-rubber open-graded (AR-open), four polymer-modified gap-graded (P-gap), and two conventional dense-graded asphalt concrete (DGAC) mixes at various temperatures and frequencies using ASTM D7369-11-based standard resilient modulus test [Standard Test Method for Determining the Resilient Modulus of Bituminous Mixtures by Indirect Tension Test, ASTM International, West Conshohocken, PA, 2011, www.astm.org]. Mr tests were conducted at 15°C, 25°C, and 35°C and at 0.5, 1, 1.5, and 2 Hz on a total of 33 samples with three samples per mix. DGAC mixes had the highest Mr followed by P-gap and AR-gap, and then followed by the AR-open mixes. Mr master curves were constructed for the mixes with 25°C as a reference. Furthermore, the Mr model was developed based on the material properties of 11 mixes totaling 121 data points provided by R2adj = 0.9436 (adjusted coefficient of estimation), and Se/Sy = 0.1579 (ratio of standard error to standard deviation indicative of relative accuracy of the predictive model), depicting excellent correlation between the measured and predicted Mr. Fatigue lives of each mix type was predicted using the obtained Mr and estimated tensile strains. The fatigue lives of the modified gap-graded mixes were found to be seven times higher than the conventional mixes. A novel approach was also devised to obtain fatigue lives of conventional and modified mixtures with a reduced thickness design concept based criterion with Mr being the major input parameter. Overall, it is envisioned that the Mr parameters obtained in this study will be helpful to understand the performance characteristics of the different mixes through future laboratory-field correlations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMaster curve. =650 \0$aPredictive model. =650 \0$aResilient modulus. =650 \0$aModified asphalt mix. =650 \0$aFatigue life estimation. =650 \0$aConventional asphalt mix. =650 \0$aPavements, Asphalt concrete. =650 14$aASTM D7369-11. =650 24$aResilient modulus. =650 24$aFatigue life estimation. =650 24$aPredictive model. =650 24$aMaster curve. =650 24$aConventional asphalt mix. =650 24$aModified asphalt mix. =700 1\$aSaha, Gourab,$eauthor. =700 1\$aBiligiri, Krishna Prapoorna,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140373.htm =LDR 03681nab a2200457 i 4500 =001 JTE20130127 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130127$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130127$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD491 =082 04$a628.306$223 =100 1\$aKim, Seong-Kyum,$eauthor. =245 10$aPerformance Evaluation of a Plastic Foundation for Sewage Pipeline /$cSeong-Kyum Kim, Dong-Hang Lee, Kwan-Ho Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aEarth pressure (i.e., the overburden pressure caused by hydraulic pressure and vehicle traffic loads) affects sewage pipelines. In particular, backfill materials and the execution of works considerably affect the amount of damage to sewage pipelines. A plastic foundation has been developed to reduce this damage. The load-deformation test results obtained using a universal testing machine show that the load of a rigid concrete pipe (a typical rigid pipe) increased when the contact angle of the lightweight plastic foundation increased. When the contact angle was 135°, as in case A1 in this study, 4.1 tons and 3.4 tons were measured at the sockets and pipe body, respectively. For a contact angle of 90° (case A2), the destructive strength was measured as 3.7 tons at the sockets and 2.9 tons at the pipe body. Overall, the deformation of the pipe resulted in tensile strain in the diametrical direction, and slight shrinkage occurred in the longitudinal direction of the pipe as a result of loading on a prefabricated lightweight plastic foundation. For the foundation of the polyethylene triple-wall corrugated pipe, 100 % new plastic was used for case B1, whereas 50 % recycled plastic was used for case B2. The results show that 1.49 tons were observed at 5 % of pipe strain for case B1, whereas 1.35 tons were observed at 5 % of pipe strain for case B2. The recycled plastic foundation showed a tendency to somewhat reduce the load relative to the foundation that consisted of original materials. The results of destructive strength tests on a plastic foundation show that case B1 featured 13.78 tons of loading and 5.16 mm of deformation, whereas case B2 showed 9.66 tons of loading and 5.41 mm of deformation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWater-pipes$xDeterioration$xCase studies. =650 \0$aSewerage$xInspection$xCase studies. =650 \0$aSewage$xPurification$xCase studies. =650 \0$aPipeline failures$xEvaluation$xCase studies. =700 1\$aLee, Dong-Hang,$eauthor. =700 1\$aLee, Kwan-Ho,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130127.htm =LDR 03295nab a2200541 i 4500 =001 JTE20140182 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140182$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140182$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA372 =082 04$a515.35$223 =100 1\$aKhlif, Naziha,$eauthor. =245 10$aJoint Selective Encryption of CAVLC and Signs of Motion Vectors for H.264/AVC /$cNaziha Khlif, Taheni Damak, Fahmi Kammoun, Nouri Masmoudi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aCurrently, researchers are orienting their effort to selective encryption in order to protect video sequences against attacks during their transmission over a public channel. The reasons for this trend are of great importance. To reduce video data amount, the video compression chain is essential and to ensure their security, while in transmission, an encryption algorithm is evident. Thus, inserting the encryption module in the video compression chain is better than applying compression and encryption separately in terms of computing time. This paper presents a chaos based encryption method inserted in the H.264 Advanced Video Coding (AVC) used for video conferencing applications. The selective encryption was applied on context adaptive variable length coding (CAVLC) and on the signs of motion vectors. The results were deducted according to the values of peak signal to noise ratio (PSNR), structural similarity (SSIM) and the encryption rate (ER). Combining selective encryption of CAVLC (SE-CAVLC) and motion vector sign encryption (MVSE) are interesting in terms of enhancing the encryption and to damage the visual quality of the decoded video for both Intra and Inter predicted frames. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aChaos. =650 \0$aH.264/AVC. =650 \0$aMotion vector. =650 \0$aSelective encryption. =650 \0$aVector bundles. =650 14$aSelective encryption. =650 24$aChaos. =650 24$aH.264/AVC. =650 24$aCAVLC. =650 24$aMotion vector. =700 1\$aDamak, Taheni,$eauthor. =700 1\$aKammoun, Fahmi,$eauthor. =700 1\$aMasmoudi, Nouri,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140182.htm =LDR 02865nab a2200565 i 4500 =001 JTE20140121 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140121$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140121$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a620.1/36$223 =100 1\$aSallam, Yassin Shaher,$eauthor. =245 10$aEffect of Concrete Strength Class on Performance of CFRP-Confined Concrete under Compression /$cYassin Shaher Sallam, Shamsad Ahmad. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aThis paper presents results of an experimental study on the effect of concrete strength class on performance of carbon-fiber-reinforced-polymer (CFRP)-strengthened concrete subjected to compression. Test results indicated that the strength of CFRP-confined concrete increases with increase in number of confining layers; however, the increase in strength as a result of CFRP confinement was more significant for the lower strength class of concrete than the higher strength class of concrete. Using the experimental data obtained from the present work and from the literature, an empirical equation is derived that correlates the confinement effectiveness coefficient and unconfined compressive strength of concrete. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConcrete. =650 \0$aCompression. =650 \0$aConfinement. =650 \0$aStrengthening. =650 \0$aStrength class. =650 \0$aConcreteconstruction. =650 \0$aHighstrengthconcrete. =650 \0$aPerformance. =650 14$aCFRP sheets. =650 24$aConfinement. =650 24$aConcrete. =650 24$aStrength class. =650 24$aStrengthening. =650 24$aCompression. =700 1\$aAhmad, Shamsad,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140121.htm =LDR 03769nab a2200553 i 4500 =001 JTE20140541 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140541$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140541$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK6570.M6 =082 04$a621.3821$223 =100 1\$aWu, Che-I,$eauthor. =245 10$aTraffic Information Estimation Methods From Handover Events /$cChe-I Wu, Chi-Hua Chen, Bon-Yeh Lin, Chi-Chun Lo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aFast growth of the economy and technology upgrades have led to improvements in the quality of traditional transport systems. As such, the use of intelligent transportation systems (ITS) has become more and more popular. The implementation and improvement of real-time traffic information systems are an important parts of ITS. Compared with other traditional methods, traffic information estimations from cellular network data are now readily available, more cost-effective, and easier to deploy and maintain. This study assumed that nonvehicle calls could be filtered out and vehicles could be tracked on road segments. A novel ITS model was proposed to indicate the relationship between call arrival rate and traffic density. Moreover, the vehicle speed and traffic flow were estimated by using cellular floating vehicle data (CFVD) and the proposed novel ITS model. In experiments, this study used a VISSIM traffic simulator and adopted the average call inter-arrival time and call holding time to simulate communication behavior on road segments. The estimated traffic information was compared with the simulated traffic information from stationary vehicle detectors (VD). The results indicated that the average accuracies for vehicle speed estimation, traffic flow estimation, and traffic density estimation in the congested flow case were 97.63, 89.72, and 90.45 %, respectively. Therefore, this approach was feasible to estimate traffic information for ITS improvement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCellular network. =650 \0$aSpeed estimation. =650 \0$aTraffic flow estimation. =650 \0$aTelecommunication systems$xDesign and construction. =650 \0$aComputer network architectures$xDesign and construction. =650 \0$aCellular telephone systems$xDesign and construction. =650 14$aIntelligent transportation system. =650 24$aCellular network. =650 24$aSpeed estimation. =650 24$aTraffic flow estimation. =650 24$aTraffic density estimation. =700 1\$aChen, Chi-Hua,$eauthor. =700 1\$aLin, Bon-Yeh,$eauthor. =700 1\$aLo, Chi-Chun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140541.htm =LDR 03535nab a2200541 i 4500 =001 JTE20140044 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140044$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140044$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQP405 =082 04$a612.8/233$223 =100 1\$aWang, Cheng-Hua,$eauthor. =245 10$aElucidating How Interface Design and Cognitive Function Affect Learning Performance in the Enterprise Resource Planning (ERP) Software System /$cCheng-Hua Wang, Wen-Ya Tsai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b127 =520 3\$aEnterprise resource planning (ERP) is an increasingly widely utilized educational model globally. Several scholars have suggested that user satisfaction and intention to use can each effectively affect learning performance. However, whether user satisfaction and learning performance are related remains unclear. This study has the following four objectives: to examine the primary determinants of user learning satisfaction in an ERP environment; to determine how user satisfaction, intention to use, and learning performance are related to each other; to determine whether intention to use affects learning performance and mediates the relationship between user satisfaction and learning performance, and to evaluate the effectiveness of the proposed model in explaining the effects of the learner interface, interaction and attitude of the instructor toward the student on user satisfaction, supporting evaluation of mediation learning performance by intention to use. The results of SEM analysis indicate that the model that is proposed exhibits goodness-of-fit. Interface design and cognitive function significantly and positively influence learning performance. User satisfaction and intention to use both significantly and positively affect learning performance. Intention to use mediates the relationship between between user satisfaction and learning performance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCognitive function. =650 \0$aInterface design. =650 \0$aLearning performance. =650 \0$aUser satisfaction. =650 \0$aAttention. =650 \0$aAufmerksamkeit. =650 \0$aCognitive neuroscience. =650 14$aERP. =650 24$aLearning performance. =650 24$aCognitive function. =650 24$aInterface design. =650 24$aUser satisfaction. =700 1\$aTsai, Wen-Ya,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140044.htm =LDR 02852nab a2200505 i 4500 =001 JTE20140312 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140312$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140312$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.22 =082 04$a620.1/1233$223 =100 1\$aAmirkhanian, A. N.,$eauthor. =245 10$aForward and Inverse Analysis of Concrete Fracture Using the Disk-Shaped Compact Tension Test /$cA. N. Amirkhanian, D. W. Spring, J. R. Roesler, G. H. Paulino. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b32 =520 3\$aA new concrete fracture geometry is presented, which can quantify multiple fracture properties from a single specimen test. The disk-shaped compact tension (DCT) geometry allows specimens to be fabricated from laboratory cylinders or field cores. The DCT fracture test characterizes the concrete's critical stress intensity factor, KIC, critical crack-tip opening displacement, CTODc, and initial fracture energy, Gf, as well as the specimen-dependent total fracture energy, GF. The DCT-based fracture properties have the same experimental variation as the single-edge notched beam test. The experimentally derived fracture parameters were implemented into a cohesive zone model, which enabled estimation of concrete tensile strength from field-extracted cores. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInverse analysis. =650 \0$aConcrete fracture. =650 \0$aConcrete characterization. =650 \0$aFracture mechanics. =650 14$aConcrete fracture. =650 24$aInverse analysis. =650 24$aConcrete characterization. =700 1\$aSpring, D. W.,$eauthor. =700 1\$aRoesler, J. R.,$eauthor. =700 1\$aPaulino, G. H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140312.htm =LDR 03986nab a2200589 i 4500 =001 JTE20150031 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150031$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150031$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA405 =082 04$a620.1/1292$223 =100 1\$aKwon, Ohsun,$eauthor. =245 10$aExamination of Short-Term Aging Temperature for Modified WMA Mixtures Based on High-Temperature Properties /$cOhsun Kwon, Sungun Kim, Hyungbae Kim, Joong Hyun Han, Kwang W. Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aWhen a polymer is used in warm-mix asphalt (WMA) technology, the materials should be heated to a level high enough to maintain its workability because of the high stiffness of the polymer. The styrene-butadiene-styrene (SBS)-modified hot-mix asphalt (HMA) mixtures are produced at approximately 20°C-30°C higher than normal (unmodified) mixtures. If a modified WMA mixture is produced at a lower temperature, the modified WMA mixture will be weaker than the HMA because of the excessive stiffness of the binder at warm temperature. Therefore, using an adequate production temperature [short-term aging (STA) temperature in laboratory] is important for modified WMA mixtures. This study examined STA temperatures of SBS-modified WMA mixtures based on two high-temperature properties [wheel tracking (WT), and deformation strength (SD)], and one ambient-temperature property [indirect tensile strength (ITS)], using four SBS brands. Modified WMA mixtures were prepared in three different STA temperatures (125°C, 135°C, and 145°C). Statistical analyses showed that the three properties of the mixes produced by the STA temperature of 125°C were significantly lower than those of other STA temperatures, at an ? = 0.05 level. The STA temperature of 145°C was acceptable for some SBSs, but not for all. Therefore, properties of SBS-modified WMA mixtures were highly dependent upon STA temperatures that significantly affect the workability and compactability. Because modified WMA mixes showed significantly different properties because of the STA temperature, use of proper STA temperatures is very important for WMA mixes to perform properly at high temperature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWheel tracking. =650 \0$aDeformation strength. =650 \0$aIndirect tensile strength. =650 \0$aStrength of materials. =650 \0$aMechanische Eigenschaft. =650 \0$aWerkstoff. =650 14$aWMA. =650 24$aShort-term aging temperature. =650 24$aWheel tracking. =650 24$aDeformation strength. =650 24$aSD. =650 24$aIndirect tensile strength. =650 24$aSBS. =700 1\$aKim, Sungun,$eauthor. =700 1\$aKim, Hyungbae,$eauthor. =700 1\$aHan, Joong Hyun,$eauthor. =700 1\$aKim, Kwang W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150031.htm =LDR 03878nab a2200517 i 4500 =001 JTE20140441 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140441$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140441$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aChen, Jian-Shiuh,$eauthor. =245 10$aEngineering Properties of Asphalt Concrete Patching Mixtures /$cJian-Shiuh Chen, Han-Chang Ho, Min-Chih Liao, Tai-Yen Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aPotholes are a visible and annoying form of pavement distress for highway users. One reason for the short life of pothole repairs is that the commonly used patching mixtures cannot withstand the wet weather and the traffic loading. A comprehensive laboratory investigation was performed to evaluate the engineering properties of hot-mix, cold-laid (HMCL) asphalt concrete patching mixtures. The performance characteristics of patching materials was categorized based on four aspects related to initial stability, in-service durability, water resistance, and workability. The engineering properties of HMCL patching mixes were investigated, including Marshall stability, indirect tensile strength, rutting resistance, pothole simulation, and uniaxial compression. Four binders, one aggregate type, two gradations, and one residual binder content were selected for testing in the laboratory. Test results indicated that curing time, nominal maximum aggregate size, temperature condition, and binder type influenced the performance of maintenance materials. The difference in indirect tensile strength among patching mixtures was shown to be high, and the indirect tensile test appeared to be effective in differentiating patching mixtures. A preliminary criterion of the dynamic stability value of more than 1000 cycles/mm was suggested for maintenance materials for rutting resistance. Patching mixtures subjected to loading cycles of 30 or higher to reach 3-mm rut depth under wet conditions in the pothole test were deemed satisfactory in resistance to moisture-induced damage. The patching mixtures tested exhibited good workability at temperatures of 20°C or higher. Test procedures and acceptance criteria developed in this study could be useful as part of a specification to promote quality of bituminous patching mixtures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPothole. =650 \0$aStability. =650 \0$aWorkability. =650 \0$aPavements, Asphalt concrete. =650 14$aPothole. =650 24$aHot-mix cold-laid patching material. =650 24$aStability. =650 24$aWorkability. =700 1\$aHo, Han-Chang,$eauthor. =700 1\$aLiao, Min-Chih,$eauthor. =700 1\$aWang, Tai-Yen,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140441.htm =LDR 04307nab a2200613 i 4500 =001 JTE20140270 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140270$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140270$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.S5 =082 04$a624.1/7762$223 =100 1\$aLi, Jinghao,$eauthor. =245 10$aTesting and Evaluation of a Slot and Tab Construction Technique for Light-Weight Wood-Fiber-Based Structural Panels Under Bending /$cJinghao Li, John F. Hunt, Shaoqin Gong, Zhiyong Cai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThis paper presented construction and strain distributions for light-weight wood-fiber-based structural panels with tri-grid core made from phenolic impregnated laminated paper composites under bending. A new fastening configuration of slots in the faces and tabs on the core was applied to the face/core interfaces of the sandwich panel in addition to epoxy resin. Both normal strain gages and shear strain gages were attached on these panels to analyze inside strain distributions by third point load bending test. The purpose of the bending test was to investigate the various strain distributions of panels with different face/core configurations that identified the critical failure modes for future design. In this research, four panels with different configurations were constructed to analyze the influence of strain distributions for bending behavior. Either maximum localized normal strain or shear strain were used to judge failures and associated failure modes through observation. Test results of strain distribution showed normal strain was primarily carried by both top and bottom faces. As bending load increased, compression buckling occurred on the top surface of some panels with thinner faces. Face thickness and stiffness significantly affected the strength of the panel as evident by nonlinear strain behavior. Meanwhile, the shear strain was primarily taken by the ribs in the structural core, and shear failure always occurred in the longitudinal linear ribs of core with thicker faces. The shear strain in the cross ribs was approximately half that of the longitudinal linear ribs in the same section of shear zone, which was consistent with the geometric formula. The problem of panel imperfections resulting in either face compression buckling or rib shear buckling could be overcome by further design optimization, and the analytical modeling for bending design and evaluation was presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrain gage. =650 \0$aFailure mode. =650 \0$aTri-grid core. =650 \0$aSandwich panel. =650 \0$aBending testing. =650 \0$aStrain distribution. =650 \0$aBending. =650 \0$aShells (Engineering) =650 14$aSandwich panel. =650 24$aTri-grid core. =650 24$aWood-fiber-based laminated paper. =650 24$aTab and slot configuration. =650 24$aStrain gage. =650 24$aStrain distribution. =650 24$aBending testing. =650 24$aFailure mode. =700 1\$aHunt, John F.,$eauthor. =700 1\$aGong, Shaoqin,$eauthor. =700 1\$aCai, Zhiyong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140270.htm =LDR 02620nab a2200529 i 4500 =001 JTE20140266 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140266$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140266$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5549.5.M63 =082 04$a658.4/09$223 =100 1\$aWang, Mei-Ling,$eauthor. =245 10$aEvaluating the Lagged Effects of Direct Employee Equity Incentives on Organizational Innovation /$cMei-Ling Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b44 =520 3\$aThis study evaluated the lagged effects of direct employee equity incentives on organizational innovation. Based on a sample consisting of 366 publicly listed high-tech firms in Taiwan, we tested the lagged effects in pooled-time-series data during the time period of 1995-2004. The fixed-effects models showed that direct employee equity incentive schemes indeed enhanced innovation as measured by the number of patents, and the positive effects lasted for 4 years. The results imply that direct employee equity schemes have lagged effects on organizational innovation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPatent. =650 \0$aInnovation. =650 \0$aLagged effect. =650 \0$aHigh-tech firms. =650 \0$aEmployee motivation. =650 \0$aManagement. =650 \0$aEmployee Incentive Plans. =650 14$aDirect employee equity incentive. =650 24$aInnovation. =650 24$aPatent. =650 24$aLagged effect. =650 24$aHigh-tech firms. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140266.htm =LDR 04093nab a2200577 i 4500 =001 JTE20140061 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140061$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140061$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.2 =082 04$a620.1/1233$223 =100 1\$aHossain, Zahid,$eauthor. =245 10$aUse of the Multiple Stress Creep Recovery (MSCR) Test Method to Characterize Polymer-Modified Asphalt Binders /$cZahid Hossain, Debaroti Ghosh, Musharraf Zaman, Kenneth Hobson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b34 =520 3\$aUse of polymer-modified binder has become much more important in recent years to enhance the durability and strength of asphalt concrete (AC) pavements in order to sustain higher traffic volumes, heavier loads, and extreme weather conditions. Unlike neat (unmodified) asphalt binders, polymer-modified binders are sensitive to the applied stress levels and show a nonlinear response in rutting factor and phase angle. The widely used dynamic shear rheometer (DSR) test (AASHTO T315) is not sufficient to capture viscoelastic properties of polymer modified-asphalt binders. Thus, state transportation agencies often need to conduct additional expensive and time consuming "PG Plus" tests (e.g., elastic recovery (ER), force ductility, toughness, and tenacity) for characterizing polymer-modified binders. Multiple stress creep recovery (MSCR), a recently introduced test method (AASHTO TP 70) for measuring high temperature properties of an asphalt binder, is expected to replace the existing AASHTO T315 for short-term aged binder. In the current study, MSCR and Superpave tests were conducted on three commonly used performance grade (PG) binders (PG 64-22, PG 70-28, and PG 76-28) from 12 different sources throughout Oklahoma. Based on expected traffic loads and service temperatures, the tested binder samples were graded in accordance with the MSCR grading system. The non-recoverable creep compliance (Jnr) and MSCR % recovery values obtained from the MSCR tests were then analyzed using the polymer curve and quadrant methods to assess the feasibility of the adoption of the MSCR test method for conditions prevailing in Oklahoma. Findings of this study reveal that the MSCR test method can be used to characterize polymer-modified binders without penalizing suppliers or risking the users. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRutting. =650 \0$aCreep compliance. =650 \0$aElastic recovery. =650 \0$aNon-recoverable strain. =650 \0$aMaterials$xCreep. =650 \0$aStress relaxation (Physics) =650 \0$aViscoelasticity. =650 \0$aMultiple Stress Creep Recovery. =650 14$aElastic recovery. =650 24$aRutting. =650 24$aMscr. =650 24$aCreep compliance. =650 24$aNon-recoverable strain. =700 1\$aGhosh, Debaroti,$eauthor. =700 1\$aZaman, Musharraf,$eauthor. =700 1\$aHobson, Kenneth,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140061.htm =LDR 03952nab a2200493 i 4500 =001 JTE20140016 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140016$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140016$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a624/.257$223 =100 1\$aBerke, Ryan B.,$eauthor. =245 10$aUsing Specimen Geometry to Isolate Flexural and Torsional Vibration Modes During Sonic Resonance /$cRyan B. Berke, Mark E. Walter. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThe ASTM E1875 method of sonic resonance is a convenient means of obtaining the elastic material properties of materials, particularly at high temperatures. The technique is performed by exciting a rectangular bar specimen to vibrate over a range of frequencies while measuring the amplitude of the bar's vibrations. At specific frequencies, a local maximum in the displacement amplitude denotes either flexural or torsional resonance. The elastic and shear moduli are then computed from the first flexural and torsional resonant frequencies, respectively, as well as from the mass and dimensions of the bar. However, for certain bar geometries, the sequence in which the different resonant frequencies occur depends on the Poisson's ratio of the material. Because the amplitudes measured during the tests do not distinguish between flexure and torsion, and because Poisson's ratio is generally not known a priori, it is desirable to select specimen geometries for which only one sequence of frequencies is possible. This paper presents an analytical approach to determine what Poisson's ratio would need to be in order for the first torsional frequency to always be higher than the second flexural frequency. This critical value for Poisson's ratio is shown to be a function solely of geometry and can therefore be selected at will through the choice of length, width, and height of the bar. When the critical Poisson's ratio is chosen to be greater than 0.5 and therefore non-physical, the first torsional frequency of the bar will always be higher than the second flexural frequency, regardless of the material composing the bar. A comparable approach is used to identify geometries that ensure that the first torsional frequency is always less than the third flexural frequency. When one selects geometries for which the sequence of the different resonant modes is known, the actual Poisson's ratio of the material is no longer needed to compute the elastic constants. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aElastic modulus. =650 \0$aPoisson's ratio. =650 \0$aElastomers. =650 \0$aShear modulus. =650 14$aASTM standard sonic resonance. =650 24$aElastic modulus. =650 24$aShear modulus. =650 24$aPoisson's ratio. =700 1\$aWalter, Mark E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140016.htm =LDR 03466nab a2200577 i 4500 =001 JTE20140386 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140386$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140386$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQP624.5.D726 =082 04$a572.8/636$223 =100 1\$aDai, Shuhong,$eauthor. =245 10$aConcrete Stress Intensity Factor Evaluation With a Digital Image Correlation Approach /$cShuhong Dai, Liming Dai, Yishan Pan, Xiaoli Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aA method for determining mode I and mixed-mode I-II stress intensity factors of concrete material was developed in this research on the basis of the displacement fields obtained through a digital image correlation (DIC) approach. Single-edge notched (SEN) concrete beams subjected to three points bending and four points shearing exertions were implemented for conducting the experiments to evaluate the mode I and mixed-mode I-II fracture propagations. The dynamically varying displacement fields around the crack tip are determined by the DIC approach corresponding to the crack propagation. The instant positions of the crack tip and the corresponding stress intensity factors were determined with utilization of the displacement fields around the crack tip. The results of the research showed that the mode I and mixed-mode I-II stress intensity factors and crack tip positions of concrete materials can be accurately and effectively determined with the method developed. More significantly, the displacement field and the fracture parameters of the concert material can all be quantitatively determined for any instance corresponding to the processes of the crack propagations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMode I fracture. =650 \0$aConcrete fracture. =650 \0$aMixed-mode I-II fracture. =650 \0$aStress intensity factors. =650 \0$aImage analysis. =650 \0$aImage Processing, Computer-Assisted. =650 14$aStress intensity factors. =650 24$aCrack tip position. =650 24$aDIC. =650 24$aConcrete fracture. =650 24$aMode I fracture. =650 24$aMixed-mode I-II fracture. =650 24$aCrack tip propagation. =700 1\$aDai, Liming,$eauthor. =700 1\$aPan, Yishan,$eauthor. =700 1\$aLiu, Xiaoli,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140386.htm =LDR 04025nab a2200517 i 4500 =001 JTE20140018 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140018$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140018$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aGhabchi, Rouzbeh,$eauthor. =245 10$aMicro-Structural Analysis of Moisture-Induced Damage Potential of Asphalt Mixes Containing RAP /$cRouzbeh Ghabchi, Dharamveer Singh, Musharraf Zaman, Zahid Hossain. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b43 =520 3\$aThis study was undertaken to evaluate the effects of reclaimed asphalt pavement (RAP) on moisture-induced damage potential of asphalt mixes using two different approaches: (i) micro-structural analysis of aggregate-asphalt bonding based on the surface free energy (SFE), and (ii) mechanical testing of asphalt mixes using retained indirect tensile strength ratio (TSR) and Hamburg wheel tracking (HWT). This study involved two phases. In the first phase, the SFE (non-polar, acidic and basic) components of a virgin PG 64-22 binder mixed with 0, 25, and 40 % of simulated RAP binder and aggregates (limestone, rhyolite, RAP extracted aggregate) were measured using a dynamic contact angle (DCA) device and a universal sorption device (USD), respectively. Thereafter, composite work of adhesion and composite work of debonding, and composite energy ratios for each combination of asphalt binder and aggregates were determined to assess the moisture-induced damage potential of the mixes containing different percentages of RAP (0, 25, and 40 %). In the second phase, the TSR and HWT tests were conducted on asphalt mixes containing different percentages of RAP (0, 25, and 40 %) to evaluate their moisture-induced damage potential. Both the methods showed that the moisture-induced damage potential decreased with increasing amount of RAP in asphalt mixes. A strong correlation was found to exist between the moisture-induced damage potential predicted using the micro-structural method and laboratory performance tests. It was found that the micro-structural energy approach, as a mechanistic framework, can be successfully used as an indicator of moisture-induced damage potential of the asphalt mixes. It is expected that the present study would be helpful in understanding the moisture-induced damage potential of flexible pavements containing RAP. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSurface free energy. =650 \0$aMoisture-induced damage. =650 \0$aMicro-structural analysis. =650 \0$aPavements, Asphalt concrete. =650 14$aReclaimed asphalt pavement (RAP) =650 24$aMoisture-induced damage. =650 24$aMicro-structural analysis. =650 24$aSurface free energy. =700 1\$aSingh, Dharamveer,$eauthor. =700 1\$aZaman, Musharraf,$eauthor. =700 1\$aHossain, Zahid,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140018.htm =LDR 03497nab a2200529 i 4500 =001 JTE20140409 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140409$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140409$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aYi, Junyan,$eauthor. =245 10$aCharacterization of the Bonding Fracture Properties of the Asphalt-Aggregate System Using a Thin-Film Interface Test /$cJunyan Yi, Shihui Shen, Dongsheng Wang, Yudong Huang, Decheng Feng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b37 =520 3\$aAdhesion between asphalt-aggregate and cohesion within asphalt mastic has a significant effect on the performance of asphalt mixtures. Conventional testing methods and studies normally only focus on one of the damage modes (adhesion or cohesion), although in real asphalt mixtures (asphalt-aggregate system), these two failure modes can happen together depending on the material and loading conditions. The objective of this paper was to characterize the interface bonding characteristics of the asphalt-aggregate system using the thin-film interface test and the fracture property parameter, critical state energy density (CSED), and identify the key factors that could affect the interface bonding characteristics. The thin-film interface test simulated a more realistic bonding condition and monitored the damage between thin-film asphalt and aggregate. Experimental results showed that the effects of temperature and loading rate on the interface bonding characteristics were significant. The time-temperature superposition principle is found to work in both the linear viscoelastic range (dynamic modulus test) and the damage domain (interface bonding fracture test). Binder type, degree of aging, and types of aggregates all played an important role in the bonding performance for an asphalt-aggregate system. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAggregate. =650 \0$aThin-film asphalt. =650 \0$aBonding fracture test. =650 \0$aPavements, Asphalt concrete. =650 14$aBonding fracture test. =650 24$aThin-film asphalt. =650 24$aAggregate. =650 24$aCritical state energy density. =700 1\$aShen, Shihui,$eauthor. =700 1\$aWang, Dongsheng,$eauthor. =700 1\$aHuang, Yudong,$eauthor. =700 1\$aFeng, Decheng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140409.htm =LDR 03293nab a2200601 i 4500 =001 JTE20140356 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140356$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140356$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aLuo, Zhe,$eauthor. =245 10$aBayesian Updating Approach for Flexible Pavements Considering Fatigue and Rutting Failures /$cZhe Luo, Feipeng Xiao, Shaowei Hu, Radhey Sharma. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aIn this paper, an efficient approach for Bayesian updating of design parameters of flexible pavements is developed. Using Bayesian theorem, the updated design parameters are the integration of the prior knowledge and the observed information on the pavement failure. Two primary failure modes of flexible pavements, fatigue and rutting, are simulated using mechanistic-empirical approaches. The mechanistic-empirical models and the Bayesian framework are implemented in spreadsheets for the ease of engineering applications. The developed spreadsheet-based approach is demonstrated to be effective in the probabilistic back-analysis using the observed fatigue and rutting failures. This developed Bayesian updating approach is based on optimization method and, thus, it requires much less sophisticated modeling and much less computational effort. The updated design parameters as well as the associated variability will significantly contribute to the decision-making process of pavement maintenance and rehabilitation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aRutting. =650 \0$aReliability. =650 \0$aVariability. =650 \0$aBayesian updating. =650 \0$aFlexible pavement. =650 \0$aProbability method. =650 \0$aPavements, Asphalt concrete. =650 14$aFlexible pavement. =650 24$aFatigue. =650 24$aRutting. =650 24$aVariability. =650 24$aBayesian updating. =650 24$aReliability. =650 24$aProbability method. =700 1\$aXiao, Feipeng,$eauthor. =700 1\$aHu, Shaowei,$eauthor. =700 1\$aSharma, Radhey,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140356.htm =LDR 03128nab a2200493 i 4500 =001 JTE20140212 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140212$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140212$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aDoyle, Jesse D.,$eauthor. =245 10$aCharacterization of Dense-Graded Asphalt With the Cantabro Test /$cJesse D. Doyle, Isaac L. Howard. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aDurability of dense-graded asphalt (DGA) is a key issue with regards to long term pavement performance. There is a need for a practical and implementable test to estimate these parameters. Previous research has suggested that the Cantabro abrasion loss test has potential for this application. Both the development of the Cantabro method and its conventional application to open-graded friction course (OGFC) mixtures are reviewed. A four component research approach was undertaken to evaluate suitability of the Cantabro test for DGA mixtures that included testing of 438 specimens from 69 different mixtures. First, sensitivity of the test was assessed using a large range of typical Mississippi DGA mixtures. Second, variability of the test was measured by evaluating data sets with thirty replicates. Third, the effects of oven conditioning protocols were measured. Fourth, the effects of varying reclaimed asphalt pavement (RAP) contents were measured for warm-mix asphalt (WMA). The overall recommendation from the research was that the Cantabro test be given serious consideration for use as a durability measurement tool for DGA mixtures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt mixture. =650 \0$aWarm mix asphalt. =650 \0$aFlexible pavements. =650 \0$aPavements, Asphalt concrete. =650 14$aAsphalt mixture. =650 24$aFlexible pavements. =650 24$aReclaimed asphalt pavement. =650 24$aWarm mix asphalt. =700 1\$aHoward, Isaac L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140212.htm =LDR 03148nab a2200493 i 4500 =001 JTE20140274 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140274$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140274$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD62.15 =082 04$a658.5/62$223 =100 1\$aFallah Nezhad, M. S.,$eauthor. =245 10$aEconomic Design of Acceptance Sampling Plans Based on Conforming Run Lengths Using Loss Functions /$cM. S. Fallah Nezhad, A. Ahmadi Yazdi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aIn this paper, a new sampling plan is introduced based on the run length of conforming items and Taguchi loss function. Run length of conforming items is used for decision making about the quality of a lot. The proposed sampling plan is based on the Markov modeling. A continuous Taguchi loss function is used to obtain loss of deviations between the value of quality characteristics and its target. An optimization model is developed for obtaining the optimal control tolerances and the corresponding critical acceptance and rejection thresholds based on the geometric distribution, which minimizes the loss function for both producers and consumers. For practical purpose, a numerical example is presented to illustrate how the proposed procedure can be applied to design acceptance sampling plans. In addition, the results of a comparison study denoted the merits of proposed model. At the end, a general model regarding the risk of consumer and producer is developed. A sensitivity analysis is carried out on the different values of the required parameters in order to validate the results of optimization model. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLoss function. =650 \0$aQuality control. =650 \0$aAcceptance sampling plan. =650 \0$aTotal quality management. =650 \0$aService industries$vManagement. =650 14$aLoss function. =650 24$aAcceptance sampling plan. =650 24$aQuality control. =700 1\$aAhmadi Yazdi, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140274.htm =LDR 03400nab a2200601 i 4500 =001 JTE20150104 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150104$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150104$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aB54 =082 04$a101/.13$223 =100 1\$aJiang, Zhaohui,$eauthor. =245 10$aMixing Mechanism and Evaluation of the Dispersion Effect of a 3D Dynamic Mixer /$cZhaohui Jiang, Zengge Guo, Zhao Jia, Jing Wang, Congcong Pu, Changfa Xiao, Jian Jin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aFor homogeneous mixing of a polymer melt and micro/nano-inorganic particles, the researchers in our group developed a three-dimensional dynamic mixer with comprehensive effects of dispersion and distribution. To evaluate the distributive mixing effect, the expressions of diversion number and mixing degree were deduced according to the structure parameters of the mixer. To further investigate the diversion state of the melt and its velocity field in the mixer, this process was simulated with computational fluid dynamics (CFDs) software. In a pilot study, the working curves of the mixer were plotted according to the actual running state. Among other things, the pressure drop before and after mixing is discussed. This is helpful for formulating an extensional flow field and relevant to the dispersive mixing effect. Through laboratory and industrialized scale experiments it was determined with either very high or very low additions of inorganic particles, that the mixer can provide uniform and ultrafine dispersions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDynamic mixer. =650 \0$aMixing mechanism. =650 \0$aDispersion effect. =650 \0$aComputer simulation. =650 \0$aUltrafine dispersion. =650 \0$aPhilosophy$xComputer simulation. =650 \0$aLogic$xComputer simulation. =650 14$aDynamic mixer. =650 24$aMixing mechanism. =650 24$aDispersion effect. =650 24$aComputer simulation. =650 24$aUltrafine dispersion. =700 1\$aGuo, Zengge,$eauthor. =700 1\$aJia, Zhao,$eauthor. =700 1\$aWang, Jing,$eauthor. =700 1\$aPu, Congcong,$eauthor. =700 1\$aXiao, Changfa,$eauthor. =700 1\$aJin, Jian,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150104.htm =LDR 03059nab a2200529 i 4500 =001 JTE20140074 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140074$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140074$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7870 =082 04$a621.381$223 =100 1\$aYang, Li-Ren,$eauthor. =245 10$aTesting a Framework for Evaluating Critical Success Factors of Projects /$cLi-Ren Yang, Jieh-Haur Chen, Shu-Ping Chang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b91 =520 3\$aElectronic component sales (ECS) projects are unique in the electronics industry. The key processes and personnel factors in ECS projects are distinct from those in other areas. The primary objective of this study was to develop a comprehensive framework for evaluating the critical success factors (CSFs) of ECS projects. The second objective was to identify and prioritize project CSFs using the analytical network process (ANP). The results suggest that the two most influential CSF categories in the electronic component distribution sector are factors related to the project manager and the external environment. The results also indicate that the job satisfaction of team members is perceived as the most critical success factor. Project managers can use the results of this study to understand the associations between adoption of CSFs and ECS project success, and to modify their current project planning and control process. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aProject success. =650 \0$aProject. =650 \0$aElectronic systems$vTesting. =650 \0$aReliability (Engineering) =650 14$aAnalytical network process. =650 24$aCritical success factor. =650 24$aElectronic component distribution. =650 24$aElectronic component sales. =650 24$aProject. =650 24$aProject success. =700 1\$aChen, Jieh-Haur,$eauthor. =700 1\$aChang, Shu-Ping,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140074.htm =LDR 03736nab a2200493 i 4500 =001 JTE20140246 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140246$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140246$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aHan, Daeseok,$eauthor. =245 10$aStochastic Forecasting of Life Expectancies Considering Multi-Maintenance Criteria and Localized Uncertainties in the Pavement-Deterioration Process /$cDaeseok Han, Sang Hyuk Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aUnderstanding the deterioration characteristics of highway pavements is an essential factor for developing better maintenance strategies, as well as estimating mid- to long-term budget demands. In general, estimation results regarding life expectancy have often been represented with a constant in deterministic manners. However, in reality, these results do not correspond with real life spans because of the severe uncertainties in the pavement-deterioration process and various maintenance criteria. For these reasons, in this paper, the real life expectancy was assessed in a stochastic manner with the Bayesian Markov hazard model, which is suitable for estimating localized uncertainties in the progress of deterioration based on various deterioration indices. On the basis of this model, we have developed a new methodology that can determine the joint distribution of total maintenance demands by aggregating multiple deterioration processes using the concept of "safety-hazard zones." In addition, we developed a method for disaggregating the joint distribution by maintenance types to mitigate the conventional problems associated with the probabilistic budget estimation approach. For our empirical study, we used data from the Korean national highways from 2007 to 2011 concerning pavement conditions, including crack, rut depth, and international roughness index (IRI). The results of this study are meaningful in that they establish the ideal conditions required for the Bayesian Markov hazard model to forecast the deterioration of pavement, allowing the incorporation of a practical viewpoint into an academic approach under the concept of asset management. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLife expectancy. =650 \0$aHighway pavement. =650 \0$aMaintenance criteria. =650 \0$aPavements, Asphalt concrete. =650 14$aHighway pavement. =650 24$aLife expectancy. =650 24$aMaintenance criteria. =650 24$aBayesian Markov hazard model. =700 1\$aLee, Sang Hyuk,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140246.htm =LDR 02980nab a2200529 i 4500 =001 JTE20140537 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140537$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140537$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD257.7 =082 04$a661.8$223 =100 1\$aSrinivas, T.,$eauthor. =245 14$aThe Effective Thermal Conductivity of Water Based Nanofluids at Different Temperatures /$cT. Srinivas, A. Venu Vinod. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aThree types of Al2O3/water, CuO/water, and TiO2/water nanofluids were prepared by dispersing nanoparticles in water. A surfactant (cetyltrimethylammonium bromide (CTAB)) was used to improve the dispersion of nanoparticles and suppress the formation of particle clusters to obtain stable suspensions. The effective thermal conductivity was measured using a thermal property analyzer. The addition of a surfactant did not have any effect on the thermal conductivity. The effect of nanoparticle particle concentration (0.3, 0.6, 1, 1.5, and 2 wt. %) at four nanofluid temperatures (40, 45, 50, and 60°C) was investigated. Results indicated that the thermal conductivity increased with increases in particle concentration and temperature. Two models (linear and nonlinear) were developed to predict the thermal conductivity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNanoparticles. =650 \0$aAlumina nanofluid. =650 \0$aCopper oxide nanofluid. =650 \0$aOrganic compounds$xHandbooks, manuals, etc. =650 \0$aThermal conductivity$xHandbooks, manuals, etc. =650 \0$aOrganic compounds. =650 14$aNanoparticles. =650 24$aAlumina nanofluid. =650 24$aCopper oxide nanofluid. =650 24$aTitanium dioxide nanofluid. =650 24$aEffective thermal conductivity. =700 1\$aVenu Vinod, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140537.htm =LDR 03346nab a2200577 i 4500 =001 JTE20140153 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140153$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140153$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aNB249.B42 =082 04$a709.2$223 =100 1\$aToufigh, Vahab,$eauthor. =245 10$aInterface Behavior Between Carbon-Fiber Polymer and Sand /$cVahab Toufigh, Ahad Ouria, Chandrakant S. Desai, Navid Javid, Vahid Toufigh, Hamid Saadatmanesh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aInterface shear strength between soil and structural materials is dependent on the confining pressure. To increase the confining pressure, different methods of reinforcement and materials, such as carbon-fiber-reinforced polymer (CFRP) can be used. The shear strength of CFRP-improved soil is dependent on the interface properties of the soil and CFRP. The objective of this study is to investigate the interface properties (friction angle and adhesion) of sand and FRP experimentally using the direct shear test apparatus. To increase the surface roughness to improve the interface properties, a layer of sand was placed on saturated carbon fiber during the curing period [spark plasma sintering CFRP (SPSCFRP)] and normal stress was applied on the sand. More than 60 interface shear tests were conducted with different curing times, shear rates, and normal stresses on SPSCFRP during curing time. Tests showed that as normal stress on SPSCFRP during curing time increased, the friction angle increased; however, increasing the curing times and the rate of shearing had a small influence on interface properties. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCuring. =650 \0$aGeotextile. =650 \0$aCarbon fiber. =650 \0$aGeosynthetics. =650 \0$aSoil reinforcement. =650 \0$aTextile. =650 14$aGeosynthetics. =650 24$aCarbon fiber. =650 24$aGeotextile. =650 24$aSoil reinforcement. =650 24$aCuring. =700 1\$aOuria, Ahad,$eauthor. =700 1\$aDesai, Chandrakant S.,$eauthor. =700 1\$aJavid, Navid,$eauthor. =700 1\$aToufigh, Vahid,$eauthor. =700 1\$aSaadatmanesh, Hamid,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140153.htm =LDR 03486nab a2200553 i 4500 =001 JTE20130252 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130252$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130252$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1892 =082 04$a678/.23$223 =100 1\$aTang, Qingyun,$eauthor. =245 10$aIdentification of Failure Mechanism Consistency for NBR Accelerated Test /$cQingyun Tang, Jingjing He, Xiaotong Fang, Weifang Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aA consistent failure mechanism is a precondition for accelerated tests, and the accurate identification of the catastrophe point at which the failure mechanism transforms remains a longstanding challenge in accelerated tests. In this study, an independently designed test apparatus was adopted to monitor the variation in the compressive stress of nitrile butadiene rubber (NBR) samples at different temperatures. The deformation of the samples was controlled as a constant so the variation of the stress could be correlated with the mechanical properties of the NBR. In addition, thermal analysis and infrared spectroscopic analysis were conducted for NBR samples without applying external stresses (e.g., free state) at various elevated temperatures. Samples stored at room temperature for two years were also tested and analyzed to provide a baseline. The results indicate that the stress relaxation mechanism for NBR aged at 80°C differs from that for samples aged at 90°C. The dominating aging mechanism for NBR samples stored at room temperature and accelerated at 80°C is free radical oxidation. The main mechanism under 90°C was found to be chain scission. After combining the changes in macroperformance and microstructure, we concluded that the change in aging mechanism occurred between 80°C and 90°C. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAging. =650 \0$aCatastrophe point. =650 \0$aStress relaxation. =650 \0$aMechanism consistency. =650 \0$aNitrile rubber. =650 \0$aRubber$vMixing. =650 14$aNitrile butadiene rubber (NBR) =650 24$aMechanism consistency. =650 24$aStress relaxation. =650 24$aAging. =650 24$aCatastrophe point. =700 1\$aHe, Jingjing,$eauthor. =700 1\$aFang, Xiaotong,$eauthor. =700 1\$aZhang, Weifang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130252.htm =LDR 02742nab a2200529 i 4500 =001 JTE20150001 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150001$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150001$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aSavkin, A. N.,$eauthor. =245 10$aApproximation Algorithms of Crack Growth Rate Curve Based on Crack Size Variations /$cA. N. Savkin, A. V. Andronik, R. Koraddi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aProcedures for obtaining da/dN-?K curve on the basis of empirical a-N data were shown. Estimating approaches of crack growth rates for constant, block, variable amplitude, and similar loading were given. Computational methods of equivalent load range ?Peqv, required for ?K approximation in case of variable amplitude loading and plotting of a da/dN-?K chart, were presented. Advantages and disadvantages of suggested methods were also described. The application of approximation methods for da/dN-?K curve determination was imposed in case of constant amplitude loading and for modified SAESUS loading. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aApproximation method. =650 \0$aCrack size estimation. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aApproximation method. =650 24$aFatigue crack growth curve. =650 24$aVariable amplitude loading. =650 24$aCrack size estimation. =650 24$aStress intensity factor calculation. =700 1\$aAndronik, A. V.,$eauthor. =700 1\$aKoraddi, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150001.htm =LDR 03500nab a2200589 i 4500 =001 JTE20140490 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140490$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140490$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aKumbargeri, Yogesh Shamsunder,$eauthor. =245 12$aA Novel Approach to Understanding Asphalt Binder Aging Behavior Using Asphaltene Proportion as a Performance Indicator /$cYogesh Shamsunder Kumbargeri, Krishna Prapoorna Biligiri. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aThe main objective of this research study was to formulate and deduce aging indices and parametric models with asphaltene as a performance indicator using virgin and modified asphalt binders. The estimated asphaltene content of binders increased from unaged to short-term and subsequently to long-term aged condition. Also, modified binders had higher asphaltene contents than virgin binders. Asphaltene content was found to be a truly valuable aging performance assessor to investigate asphalt binder aging characteristics in a rational manner. Asphalt aging parametric models were developed using asphaltene content and fundamental binder properties, which were mathematically robust. The parametric models precisely predicted rational aging performance of asphalt binders at different aging combinations. A final binder aging predictive model was recommended that relates short- and long-term aging conditions, which had excellent rational correlations. A novel approach was taken in this study that synergized asphalt binder rheological properties and aging performance criteria specifically incorporating asphaltene, which is a chemical parametric indicator pertinent to asphalt aging characterization and evaluation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt. =650 \0$aRheology. =650 \0$aAging models. =650 \0$aLong-term aging. =650 \0$aShort-term aging. =650 \0$aAsphaltene content. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aAsphalt. =650 24$aAging models. =650 24$aAsphaltene content. =650 24$aShort-term aging. =650 24$aLong-term aging. =650 24$aRheology. =650 24$aASTM A-VTS. =650 24$aASTM D6560-12. =700 1\$aBiligiri, Krishna Prapoorna,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140490.htm =LDR 03825nab a2200529 i 4500 =001 JTE20140015 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140015$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140015$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRD549 =082 04$a617.5/810592$223 =100 1\$aVan Valkenburg, Scott M.,$eauthor. =245 10$aAssessment of Physiological Load Testing of Total Knee Implants /$cScott M. Van Valkenburg, Frederick W. Werner, Safia Bhimji, Bruce F. White, Francois B. Asseman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aAs the demands for total knee arthroplasty continue to rise, the methodologies for testing current and future devices may require refinement. Current standards have not been shown to simulate wear rates and patterns seen in explanation studies. The purpose of this study was to assess a combination of potentially more physiological testing protocols. Four identical TKAs were implanted into four fresh cadaver knees and tested in a knee simulator. Each knee was tested using the ISO load control testing standard (ISO 14243-1) and five novel testing protocols representing different activities of daily living. Motions were recorded between the tibia and femur (tibial rotation, anterior-posterior (AP) motion) and between the implant and bone (superior-inferior femoral condylar motion, tibial tray vertical motion). The total tibial AP cadaver motion varied from a total of 6.2 to 7.6 mm for the six loading protocols during a cycle of motion. For the ISO gait profile and the new gait, stair ascent and stair descent profiles, the range of tibial cadaver rotation varied from 9.2° with the ISO gait to 10.2° with the stair ascent. The crossover turn had a range of 16.3° and the pivot turn a range of 18.7°. Larger tibial tray AP motion, relative to the tibia, occurred with the pivot turn and crossover turn motions, compared to the gait motions or stair activities. This study supports the viability of new and alternative loading profiles. We suggest that these novel profiles should be considered by the ASTM or ISO as they seek to supplement or replace the profiles currently in use. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWear testing. =650 \0$aTotal knee implants. =650 \0$aTotal hip replacement$xReoperation. =650 \0$aTotal knee replacement$xReoperation. =650 \0$aOrthopedic implants$xComplications. =650 14$aPhysiologic load profiles. =650 24$aTotal knee implants. =650 24$aWear testing. =700 1\$aWerner, Frederick W.,$eauthor. =700 1\$aBhimji, Safia,$eauthor. =700 1\$aWhite, Bruce F.,$eauthor. =700 1\$aAsseman, Francois B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140015.htm =LDR 02562nab a2200481 i 4500 =001 JTE20140095 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140095$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140095$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT50 =082 04$a620.0044$223 =100 1\$aUzun, Mahir,$eauthor. =245 10$aComparative Analysis of Curvilinear Gears With Produced by the New Production Method /$cMahir Uzun, Ali Inan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aIn this study, we describe the finite element model analysis of novel pinion gears having a curvilinear teeth profile which were previously manufactured by us for the first time with the highest accuracy. Herringbone and spur gears were also modeled by using the same approach in order to compare the advantages of each, both under actual-working- and stress-conditions. Additionally, these three gear types were compared through noise analysis for the first time as well. All these analyses suggest that the concave-convex type gears display superiority in load resistance and show reasonably low levels of noise. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAnalysis methods. =650 \0$aMaterials Testing. =650 \0$aLCSH: Materials Testing. =650 14$aArch teeth of cylindrical gear. =650 24$aCurvilinear involute profile gears. =650 24$aANSYS. =650 24$aAnalysis methods. =700 1\$aInan, Ali,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140095.htm =LDR 03809nab a2200565 i 4500 =001 JTE20140512 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140512$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140512$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK2851 =082 04$a621.31$223 =100 1\$aAhmad, Shameem,$eauthor. =245 10$aOptimal Placement of Unified Power Flow Controller by Dynamic Implementation of System-Variable-Based Voltage-Stability Indices to Enhance Voltage Stability /$cShameem Ahmad, Fadi M. Albatsh, Saad Mekhilef, Hazlie Mokhlis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b39 =520 3\$aA new approach of unified power flow controller (UPFC) optimal placement in the power system network based on dynamic analysis of voltage stability is presented in this paper. Voltage stability indices (VSIs), called line stability index LQP, voltage collapse point indicators (VCPIs), and line stability factor Lmn have been employed to explore the most suitable location for UPFC. The locations of UPFC are identified by dynamically varying loads across all the PQ buses by different percentages to satisfy the real power system conditions. The simulations are conducted in a power system computer-aided design (PSCAD) environment where IEEE-39 bus system has been chosen as case study. The effectiveness of the proposed method has been ensured from the simulation results because UPFC's placement in the obtained locations resulted in an improved voltage stability condition. Furthermore, to verify the suitability of the explored locations, a comparative study has been conducted after placing UPFC in the present locations and other locations obtained using optimization techniques like particle swarm optimization (PSO), differential evolution (DE), genetic algorithm (GA), and bacteria foraging algorithm (BFA). In all the cases, UPFC's placement in the identified locations using the proposed approach has resulted in better voltage stability condition improvement compared to heuristics approaches. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOptimal placement. =650 \0$aArtificial intelligence. =650 \0$aVoltage stability index. =650 \0$aDynamic voltage stability. =650 \0$aElectric power system stability. =650 \0$aElectric power systems$xMathematical models. =650 \0$aVoltage regulators. =650 14$aOptimal placement. =650 24$aUnified power flow controller. =650 24$aDynamic voltage stability. =650 24$aVoltage stability index. =650 24$aArtificial intelligence. =700 1\$aAlbatsh, Fadi M.,$eauthor. =700 1\$aMekhilef, Saad,$eauthor. =700 1\$aMokhlis, Hazlie,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140512.htm =LDR 03289nab a2200553 i 4500 =001 JTE20150034 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150034$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150034$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA446 =082 04$a620.136$223 =100 1\$aChen, Shihai,$eauthor. =245 10$aBlasting Vibration Safety Criteria for Shotcrete in Underground Engineering /$cShihai Chen, Jian Wu, Zihua Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThe effect of seismic waves from tunnel blasts on the surrounding rock and supporting structures is an important field in underground engineering and earthquake-resistant-structure research. Damage to the rock and shotcrete surrounding a tunnel caused by blast-vibration stress waves was investigated, based on the reflection and transmission. To accomplish this, one-dimensional wave theory at different media interfaces was used. Furthermore, the allowed critical blast-vibration velocity values for different surrounding rocks and shotcrete ages were obtained. The results indicate that the damage to the supporting structure was determined by the bond strength between the shotcrete and surrounding rock, or the tensile strength of the concrete, under a blast-vibration stress wave. The resulting damage depended on the condition of the surrounding rock. At the same time, a safe distance for shotcrete supports during tunnel blasting was determined by studying the propagation of the blasting vibration through the rock. These achievements can guide the construction of underground excavations and the design of shotcrete primary supports. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShotcrete. =650 \0$aSafety criterion. =650 \0$aSurrounding rock. =650 \0$aVibration velocity. =650 \0$aBlasting engineering. =650 \0$aPneumatically-applied concrete. =650 \0$aSprayed concrete. =650 14$aBlasting engineering. =650 24$aSurrounding rock. =650 24$aShotcrete. =650 24$aSafety criterion. =650 24$aVibration velocity. =700 1\$aWu, Jian,$eauthor. =700 1\$aZhang, Zihua,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150034.htm =LDR 03506nab a2200529 i 4500 =001 JTE20140484 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140484$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140484$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD30.37 =082 04$a658/.0546$223 =100 1\$aHan, Daeseok,$eauthor. =245 10$aEvaluation of Socio-Environmental Effects considering Road Service Levels for Transportation Asset Management /$cDaeseok Han, Myungsik Do. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b47 =520 3\$aInternationally, aging infrastructures, tighter budget, and public demands for more accountability have stimulated interests in asset management. Since the old management concept "Worst-First approach" cannot counteract those issues any more, many countries or organizations have developed and operating decision-making support tools, such as Highway Development and Management-4 (HDM-4), RealCOST, HERS, and so on. Nevertheless, the programs missed an important concept of the asset management-the business-which treats the balance among the asset condition, user's satisfaction, and budget demand. The powerful weapon of the business is the level of service (LOS), which is an essential tool for quantification, evaluation, and negotiation. For those reasons, this study tried to suggest a general framework of the LOS-based life cycle cost analysis (LCCA) considering road users and social benefits, and to show its adaptability with empirical application to a Korean case. The case study aimed at the Korean national highway network, and details of sub-models and analysis options followed by the legal investment guideline in Korea. This would be a significant trial, combining engineering, management, economics, accounting, and environmental issues under the single concept of asset management. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLevel of service. =650 \0$aKorean national highway. =650 \0$aLife cycle cost analysis. =650 \0$aInformation technology$xManagement. =650 \0$aService-level agreements. =650 \0$aService-level agreements$xData processing. =650 14$aTransportation asset management. =650 24$aLevel of service. =650 24$aLife cycle cost analysis. =650 24$aSocio-environmental effects. =650 24$aKorean national highway. =700 1\$aDo, Myungsik,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 1 Special Issue on Pavement Materials: Behaviors and Trends.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140484.htm =LDR 02931nab a2200589 i 4500 =001 JTE10223J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10223J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10223J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.6 =082 04$a620.1/126$223 =100 1\$aKaisand, LR.,$eauthor. =245 10$aRelationships Between Low-Cycle Fatigue and Fatigue Crack Growth Rate Properties /$cLR. Kaisand, DF. Mowbray. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aA fracture mechanics model is developed to describe crack growth in a low cycle fatigue test specimen. The model involves a J integral analysis and a growth rate hypothesis in terms of ?J. A relationship for low cycle fatigue is derived that has strain energy density as the controlling variable. This relationship reduces to well-known low cycle fatigue equations in terms of elastic and plastic strains for the limiting conditions of fully elastic and fully plastic strain fields. These equations in turn define relationships between the material properties commonly employed to describe low cycle fatigue and fatigue crack growth rate data. The latter are used to demonstrate the facility of predicting fatigue crack growth rate curves from standard low cycle fatigue properties. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aJ integral. =650 \0$aStrain energy. =650 \0$aCrack propagation. =650 \0$aLow-cycle fatigue. =650 \0$aFatigue (materials) =650 \0$aStress intensity factor. =650 \0$aStress concentration. =650 \0$aStress. =650 14$aFatigue (materials) =650 24$aCrack propagation. =650 24$aStresses. =650 24$aLow-cycle fatigue. =650 24$aStress intensity factor. =650 24$aJ integral. =650 24$aStrain energy. =700 1\$aMowbray, DF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10223J.htm =LDR 03368nab a2200709 i 4500 =001 JTE10226J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10226J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10226J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP1177 =082 04$a668.4/94$223 =100 1\$aBar Cohen, Y.,$eauthor. =245 10$aNondestructive Evaluation of Hygrothermal Effects on Fiber-Reinforced Plastic Laminates /$cY. Bar Cohen, M. Meron, O. Ishai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aUltrasonic tests were performed on glass-, carbon-, and Kevlar®-fiber-reinforced plastic laminates that had been exposed to varying hygrothermal ambient conditions. Results reveal similar trends between ultrasonic attenuation measurements and the degree of material degradation as reflected by laminate strength characteristics. A slow decrease in attenuation with almost no degradation was found to be common in all laminates exposed to cold water immersion. Hot water immersion seems to affect significantly glass-fiber-reinforced and Kevlar-fiber-reinforced plastic laminates, which exhibited an increase in attenuation with exposure time. Such a trend is attributable to the degradation process found to be significant in glass-fiber-reinforced plastics and almost nonexistent in the carbon-fiber-reinforced plastic systems. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTesting. =650 \0$aDegradation. =650 \0$aEnvironment. =650 \0$aUltrasonic tests. =650 \0$aResidual strength. =650 \0$aComposite materials. =650 \0$aHygrothermal effects. =650 \0$aNondestructive tests. =650 \0$aUltrasonic attenuation. =650 \0$aGlass reinforced plastics. =650 \0$aReinforced plastics. =650 \0$aPlastics$xTesting. =650 14$aReinforced plastics. =650 24$aNondestructive tests. =650 24$aComposite materials. =650 24$aUltrasonic tests. =650 24$aNDE. =650 24$aHygrothermal effects. =650 24$aEnvironment. =650 24$aUltrasonic attenuation. =650 24$aTesting. =650 24$aResidual strength. =650 24$aDegradation. =650 24$aGlass reinforced plastics. =650 24$aCarbon reinforced plastics. =700 1\$aMeron, M.,$eauthor. =700 1\$aIshai, O.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10226J.htm =LDR 02521nab a2200541 i 4500 =001 JTE10222J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10222J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10222J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.8028$223 =100 1\$aClarke, GA.,$eauthor. =245 10$aEvaluation of the J Integral for the Compact Specimen /$cGA. Clarke, JD. Landes. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aMethods for determining the J integral from an experimental load versus load point displacement curve for the compact specimen are discussed. The original analysis by Merkle and Corten, which accounted for the tension component in the compact specimen, is presented along with a simplified version (of the analysis) that is shown to be essentially equivalent to the original formulation. Based on experimental results from Landes, Walker, and Clarke, a further simplified expression is recommended as the best expression to use for determining J for the compact specimen. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFailure. =650 \0$aStrains. =650 \0$aStresses. =650 \0$aCracking (fracturing) =650 \0$aFractures (materials) =650 \0$aCracking. =650 \0$aFracture tests. =650 14$aFractures (materials) =650 24$aFailure. =650 24$aCracking (fracturing) =650 24$aStresses. =650 24$aStrains. =700 1\$aLandes, JD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10222J.htm =LDR 02882nab a2200601 i 4500 =001 JTE10225J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10225J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10225J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.C9 =082 04$a669/.3$223 =100 1\$aFox, A.,$eauthor. =245 10$aStress Relaxation in Bending of Copper-Nickel-Tin Alloy Strip Strengthened by Spinodal Decomposition /$cA. Fox. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThe stress-relaxation behavior of three copper-nickel-tin alloys strengthened by spinodal decomposition was studied in the temperature range 23 to 204°C (73 to 400°F). The alloys studied were Cu-4%Ni-4%Sn, Cu-9%Ni-6%Sn, and Cu-15%Ni-8%Sn. The resistance to stress relaxation of these alloys at temperatures of 121°C (250°F) and higher is shown to be significantly improved over that of fully precipitation-hardened CA172 (Cu-1.9%Be alloy, condition TH04), a material widely used for connectors and electrical springs requiring high strength at moderately elevated temperatures. Design data that permit an evaluation of spring performance for extended service life applications are presented for these alloys. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aYielding. =650 \0$aBend tests. =650 \0$aDeformation. =650 \0$aFlat springs. =650 \0$aStress relaxation. =650 \0$aElastic properties. =650 \0$aMechanical properties. =650 \0$aCopper alloys$xMetallurgy. =650 \0$aCopper alloys. =650 14$aCopper alloys. =650 24$aBend tests. =650 24$aCopper-nickel-tin alloys. =650 24$aDeformation. =650 24$aElastic properties. =650 24$aFlat springs. =650 24$aMechanical properties. =650 24$aStress relaxation. =650 24$aYielding. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10225J.htm =LDR 03410nab a2200553 i 4500 =001 JTE10220J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10220J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10220J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHB71M23A =082 04$a339$223 =100 1\$aDahir, SH.,$eauthor. =245 12$aA Review of Aggregate Selection Criteria for Improved Wear Resistance and Skid Resistance of Bituminous Surfaces /$cSH. Dahir. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b41 =520 3\$aThis paper includes a summary of an extensive literature review and the experience of the author in researching the properties of surface aggregates. It confirms that to resist wear, the aggregate must be hard and tough, and to resist polishing and surface slipperiness, the aggregate must wear slowly and irregularly. Particle shape, size, and gradation are important characteristics in providing optimum pavement surfaces, but ultimate aggregate performance depends largely on the aggregate mineralogy. A high proportion of hard minerals well cemented in a softer or a porous matrix will provide both high skid resistance and acceptable wear resistance. Within an aggregate particle, grain shape and size contribute to improved performance-medium to large and angular to subangular crystalline grains outperform minute and rounded non-crystalline grains. The performance history of an aggregate provides the best key to its expected future performance. In the absence of experience with an aggregate or when it is to meet new requirements, commonly used tests combined with petrographic analysis should provide sufficiently dependable initial information on the expected aggregate performance. A table that includes suggested target values for properties that enhance aggregate skid resistance and wear resistance is included in the paper. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAggregates. =650 \0$aPetrography. =650 \0$aSkid resistance. =650 \0$aWear resistance. =650 \0$aParticle characteristics. =650 \0$aPerformance requirements. =650 \0$aAggregate. =650 \0$aMoisture damage. =650 14$aAggregates. =650 24$aPetrography. =650 24$aWear resistance. =650 24$aSkid resistance. =650 24$aParticle characteristics. =650 24$aPerformance requirements. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10220J.htm =LDR 02308nab a2200577 i 4500 =001 JTE10227J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10227J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10227J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK1001 =082 04$a620.1/1896$223 =100 1\$aSpillers, WR.,$eauthor. =245 12$aA Low-Cycle Fatigue Test for Pipe-Type Power Transmission Cables /$cWR. Spillers, AN. Greenwood, G. Spiliotis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aAn apparatus for performing low-cycle flexural fatigue tests on pipe-type power transmission cables with wrapped-tape dielectric is described. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSoft spot. =650 \0$aPower lines. =650 \0$aFatigue tests. =650 \0$aFlexural strength. =650 \0$aData acquisition system. =650 \0$aThermomechanical bending. =650 \0$aMetallic composites$xThermal properties. =650 \0$aThermomechanical. =650 14$aFatigue tests. =650 24$aPower lines. =650 24$aFlexural strength. =650 24$aThermomechanical bending. =650 24$aSoft spot. =650 24$aData acquisition system. =700 1\$aGreenwood, AN.,$eauthor. =700 1\$aSpiliotis, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10227J.htm =LDR 02927nab a2200565 i 4500 =001 JTE10221J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10221J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10221J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aPN511; =082 04$a809$223 =100 1\$aBaptista, AA.,$eauthor. =245 10$aComputer Simulation of the Tension Test :$bEffect of Testing Conditions /$cAA. Baptista, MA. Fortes. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aTension tests performed at constant crosshead speed have been simulated in a computer, and stress-strain, load-displacement, and strain rate-strain curves in uniform deformation under various testing conditions were obtained. Hart's phenomenological description of the plastic deformation was used together with a simple form for the stress and strain rate dependence of the material parameters that appear in this description. Various materials were simulated and the effects of crosshead speed, initial "hardness" state, specimen dimensions, and machine stiffness were studied in each case. The implications of these results in the specification and interpretation of tension tests are discussed. Particular attention is given to the relation between the onset of plastic instability and the point of maximum load in the tension test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aCrosshead speed. =650 \0$aComputerized simulation. =650 \0$aStrain rate sensitivity. =650 \0$aStrains. =650 \0$aTension tests. =650 14$aComputerized simulation. =650 24$aTension tests. =650 24$aStrains. =650 24$aStresses. =650 24$aCrosshead speed. =650 24$aTensile machine stiffness. =650 24$aTensile specimen dimensioning. =650 24$aStrain rate sensitivity. =700 1\$aFortes, MA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10221J.htm =LDR 02984nab a2200613 i 4500 =001 JTE10224J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10224J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10224J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC189 =082 04$a541.341$223 =100 1\$aWinslow, DN.,$eauthor. =245 12$aA Rolling Bottle Device for Measuring the Flow of Liquids and Powders /$cDN. Winslow. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe apparatus described in this paper is a simple and inexpensive device that allows the rapid measurement of a wide range of properties of both liquids and powders by measuring their flow. The flow is measured by observing the horizontal distance that a bottle, partially filled with a liquid or powder, requires to come to a stop on a runway after it has been allowed to roll down a shallow ramp. When liquids are tested, the apparatus has been found useful for measuring viscosity, temperature effects upon viscosity, and concentrations of dissolved or suspended additives. With powders it is sensitive to factors such as particle size and size distribution, surface area, particle roughness and shape, and surface moisture. It appears to have a wide-ranging applicability as both a research tool and as a test method in many disparate fields. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLiquids. =650 \0$aSolutions. =650 \0$aSuspensions. =650 \0$aSurface area. =650 \0$aParticle size. =650 \0$aSurface moisture. =650 \0$aParticle roughness. =650 \0$aParticulate materials. =650 \0$aViscosimeter. =650 \0$aViscosity. =650 14$aViscosity. =650 24$aSolutions. =650 24$aLiquids. =650 24$aSuspensions. =650 24$aParticulate materials. =650 24$aParticle size. =650 24$aSurface area. =650 24$aParticle roughness. =650 24$aSurface moisture. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10224J.htm =LDR 02833nab a2200481 i 4500 =001 JTE11442J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11442J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11442J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHE5903.F435 =082 04$a388/.044/06573$223 =100 1\$aSingh, PS.,$eauthor. =245 10$aMeasurement and Analysis of the Overnight Small Package Shipping Environment for Federal Express and United Parcel Service /$cPS. Singh, A. Cheema. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe purpose of this study was to measure and characterize the various impacts (free fall drops, lateral kicks, and tosses) received by packages in the overnight small parcel environments found at Federal Express and United Parcel Service.Packages instrumented with tri-axial shock data recorders were repeatedly sent through UPS "Next Day Air" and Federal Express "Priority Overnight" services and shipped from East Lansing, MI to five destinations: Monterey, CA; Atlanta, GA; Rochester, NY; Portland, OR; and Memphis, TN.A total of 100 trips were monitored and 2394 impact events recorded that measured over the trigger threshold level of 10 G.The data show that a package encounters an average of 24 shock events throughout a one-way trip consisting of 31% drops, 43.6% kicks, and 25.4% tosses.The highest free-fall drop height measured was 1.97 m (77.8 in.) The maximum kick level was 5.91 m/s (233 in./s), and the highest equivalent drop height in a toss was 0.79 m (31.4 in.) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShock. =650 \0$aPackage. =650 \0$aDrop height. =650 \0$aFederal Express. =650 14$aPackage. =650 24$aDrop height. =650 24$aShock. =700 1\$aCheema, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11442J.htm =LDR 03081nab a2200565 i 4500 =001 JTE11449J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11449J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11449J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA372 =082 04$a515.35$223 =100 1\$aCheon, JS.,$eauthor. =245 10$aInitial Deformation During Small Punch Testing /$cJS. Cheon, IS. Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aInitial deformation behavior during small punch (SP) testing was investigated in order to estimate yield stress using two sizes of SP specimens, 10 by 10 by 0.5 mm3 and 10 by 10 by 0.25 mm3 by finite element (FE) analysis and by experiments with heattreated SA508 and 12Cr steels. The increase of thickness resulted in a deviation from the initial linearity of the load-displacement curve at higher loads. The deviation was attributed to different causes, namely loss of the constraint by the surrounding material and radial propagation of plastic bending deformation for 0.5 and 0.25-mm specimens, respectively. The causes for the transition of deformation mode were identical irrespective of material strength and work-hardening rate in the range of yield stress about 400 to 900 MPa. Based on the invariance of the deformation mode, a distinct linear relationship between the load at the breakaway from initial linearity and the yield stress was predicted by the FE analysis and compared with the experimental results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aYield stress. =650 \0$aContact stress. =650 \0$aBall indentation. =650 \0$aSpecimen thickness. =650 \0$aInitial deformation. =650 \0$aSmall punch (SP) test. =650 \0$aDeformation. =650 14$aSmall punch (SP) test. =650 24$aInitial deformation. =650 24$aBall indentation. =650 24$aContact stress. =650 24$aSpecimen thickness. =650 24$aStress and strain contour. =650 24$aYield stress. =700 1\$aKim, IS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11449J.htm =LDR 03076nab a2200553 i 4500 =001 JTE11450J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11450J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11450J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aGong, Y.,$eauthor. =245 10$aFatigue Under Stress Cycling With Nonzero Means /$cY. Gong, MP. Norton. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aSeveral models are available for mean stress correction on fatigue life when nonzero means are applied. Mean value adjustment may be necessary in some cases when maximum/minimum stress causes plastic deformation. Strain-cycled fatigue tests conducted for a mild steel suggest that there may be some strain ranges where the effect of mean strain/stress is contrary to the prediction of existing models. In this study, mild steel specimens have been stress-cycled under various combinations of stress amplitudes and nonzero mean stresses. The stress amplitudes are chosen to be equivalent to the ones applied in the strain-cycled tests in a sense that the strain response is in the elastic range during the first portion of life and subsequently develops into the plastic range. Experimental results confirm observations in the study where strain cycles were applied. The cyclic softening and cycle-dependent creep process have also been studied. Possible modifications to the existing models have been suggested for the stress ranges investigated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMean stresses. =650 \0$aCyclic loadings. =650 \0$aFatigue (materials) =650 \0$aCycle-dependent creep. =650 \0$aFatigue life prediction. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFatigue (materials) =650 24$aFatigue life prediction. =650 24$aCyclic loadings. =650 24$aMean stresses. =650 24$aCycle-dependent creep. =700 1\$aNorton, MP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11450J.htm =LDR 03089nab a2200517 i 4500 =001 JTE11447J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11447J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11447J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD798 =082 04$a668.4/192$223 =100 1\$aSingh, SP.,$eauthor. =245 10$aLeakers as a Function of Closure Type in Gallon-Size Plastic Bottles in Simulated Small Parcel Test Environment /$cSP. Singh, VP. Syal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThis study investigated the effects of vertical vibration and drops on gallon-size plastic bottles in simulated small parcel shipping tests. Three types of round and F-style bottles were tested with different finish sizes. Three different types of closures were used on each type of bottle. Six bottles of each type were filled with water and capped with each closure type and packaged in single-wall RSC corrugated boxes with partitions. The packages were subjected to drop and vibration tests after being conditioned for 72 h at normal conditions of 23°C (73.4°F) and 50% relative humidity (RH), and accelerated conditions of 40°C (104°F) and 90% RH. The bottles were checked for application torques before testing and removal torques after testing. The results show the performance of the different types of closures and finish sizes. The larger size finish (63-400) F-style bottle showed the most leaks whereas the smaller finish (33-400) round-style bottles showed the fewest leaks. The bottles that were subjected to higher temperature conditioning showed more leaks and a greater reduction in removal torques. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLeaks. =650 \0$aClosures. =650 \0$aPlastic bottles. =650 \0$aSmall parcel shipping. =650 \0$aPlastic bottles$xRecycling. =650 \0$aPlastic scrap$xRecycling. =650 14$aPlastic bottles. =650 24$aClosures. =650 24$aLeaks. =650 24$aSmall parcel shipping. =700 1\$aSyal, VP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11447J.htm =LDR 03212nab a2200637 i 4500 =001 JTE11444J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11444J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11444J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aNK8843 =082 04$a746.0941$223 =100 1\$aKim, JO.,$eauthor. =245 10$aObjective Assessment of Fabric Handle in Fabrics Treated with Flame Retardants /$cJO. Kim, BL. Slaten. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aFlame retardant finishes generally affect fabric handle, the tactile sensations resulting from fabric-skin contact. The subjectivity involved in the measurement of fabric handle has posed a major problem in the objective evaluation of the fabric's surface characteristics and comfort. This study investigated the effects of various flame-resistant (FR) finishes on changes in fabric handle utilizing a simple measurement technique. The nozzle extraction handle measurement method can be used as an effective objective measurement tool for textile and apparel industries to detect changes in the overall handle resulting from the processing of fibers, fabrics, or finishes. Peak handle force and slope near the peak force serve as variables to reflect overall handle. The relationships of fabric handle values to selective properties (weight, thickness, flexural rigidity, and drape coefficient) indicate that the fabric handle measured by the extraction method correlates most closely with the drape coefficient. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWeight. =650 \0$aStiffness. =650 \0$aThickness. =650 \0$aDrapeability. =650 \0$aFabric handle. =650 \0$aFlame retardant. =650 \0$aFlexural rigidity. =650 \0$aTextile fabrics. =650 \0$aTextile design. =650 14$aFabric handle. =650 24$aHand. =650 24$aFlame-resistant (FR) finishes. =650 24$aStiffness. =650 24$aWeight. =650 24$aThickness. =650 24$aDrapeability. =650 24$aFlexural rigidity. =650 24$aFlame retardant. =650 24$aKES. =650 24$aFAST. =700 1\$aSlaten, BL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11444J.htm =LDR 03276nab a2200541 i 4500 =001 JTE11445J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11445J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11445J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP156.P6 =082 04$a668.9/2$223 =100 1\$aChen, ET.,$eauthor. =245 10$aDevelopment of Analytical Methods for Quantification of Residual Powder on 'Powderless' Latex Gloves /$cET. Chen, K. Hughes-Dillon, LW. Schroeder. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThis paper describes the validation of an analytical method to determine the minimum amount of residual corn starch powder that can reliably be detected on "powderless" gloves. Our procedures are similar to the ASTM D 11.40 method currently under development titled "ASTM D 11.40, Section I Working Draft for Powder-free Glove Method." The various steps in the procedure were analyzed to determine their limitations and effects on the final results. The ability of the washing steps to remove residual powder from "powderless" gloves was ascertained by conducting recovery studies. An average powder recovery of 81.52% with a relative standard deviation (rsd) value of 8.12% (n = 15) was obtained by the draft ASTM D 11.40 procedure. The efficiency of the filtration and transfer steps was measured. A new device designed in this laboratory received an average yield of 1.51 ± 0.13 mg/glove (n = 15) as compared to the updated draft ASTM D 11.40 method with 0.84 ± 0.11 mg/glove (n = 15). Our new procedure gave an increase of 79% in yield with a rsd value of 8.5%. To enhance yield and powder recovery, it is crucial to rinse the glove surface effectively and reduce the washwater transfer steps. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLatex glove. =650 \0$aAnalytical method. =650 \0$aResidual glove powder. =650 \0$aAqueous phase modifier. =650 \0$aLatex. =650 \0$aPolymerization. =650 14$aResidual glove powder. =650 24$aAqueous phase modifier. =650 24$a?-cyclodextrin. =650 24$aAnalytical method. =650 24$aLatex glove. =700 1\$aHughes-Dillon, K.,$eauthor. =700 1\$aSchroeder, LW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11445J.htm =LDR 02520nab a2200517 i 4500 =001 JTE11443J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11443J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11443J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.22 =082 04$a620.1/1233$223 =100 1\$aAktaa, J.,$eauthor. =245 10$aCreep Lifetime Under Constant Load and Constant Stress :$bTheory and Experiment /$cJ. Aktaa, B. Schinke. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aCreep tests are usually performed under constant load. The remarkable reduction of time to rupture due to the increase of true stress with the elongation of the specimen and with necking is estimated on the basis of the theories by Hoff, Brooklyn, and Kachanov. The influence of necking in tests under constant load and constant stress is investigated using the finite element method (FEM) with specimens containing an initial geometric imperfection. Results of the two types of tests show specimens have different sensitivities to these imperfections. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aLifetime. =650 \0$aMaterials$xCreep. =650 \0$aFracture mechanics. =650 14$aCreep. =650 24$aLifetime. =650 24$aContinuum damage mechanics. =650 24$aCreep tests under constant homogenized stress. =650 24$aCreep tests under true stress. =650 24$aAISI 316 L(N) =700 1\$aSchinke, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11443J.htm =LDR 02927nab a2200577 i 4500 =001 JTE11446J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11446J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11446J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC191 =082 04$a620.1/632$223 =100 1\$aWolfenden, A.,$eauthor. =245 14$aThe Effect of Fiber Coating on the Temperature Dependence of the Elastic and Anelastic Properties of a Fiber-Reinforced Borosilicate Glass Matrix Composite /$cA. Wolfenden, HM. Thomas, V. Thomas, KK. Chawla. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aYoung's modulus and mechanical damping were determined for two borosilicate glass matrix composites reinforced with continuous ceramic fibers for the temperature range of 20-450°C using the piezoelectric ultrasonic composite oscillator technique (PUCOT). Scanning electron microscopy was also performed on the specimens. The effect of having a boron nitride fiber coating 0.2 ?m thick on the properties of the composite as a function of temperature was determined. These and other measurements showed that the presence of the boron nitride coating improves the toughness of the composite without any penalty on the elastic modulus and damping characteristics. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFiber coating. =650 \0$aMechanical damping. =650 \0$aUltrasonic technique. =650 \0$aGlass matrix composite. =650 \0$aYoung's modulus. =650 \0$aElastic properties. =650 \0$aMathematical physics. =650 14$aYoung's modulus. =650 24$aMechanical damping. =650 24$aGlass matrix composite. =650 24$aFiber coating. =650 24$aUltrasonic technique. =650 24$aPiezoelectric transducers. =700 1\$aThomas, HM.,$eauthor. =700 1\$aThomas, V.,$eauthor. =700 1\$aChawla, KK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11446J.htm =LDR 02670nab a2200493 i 4500 =001 JTE11448J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11448J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11448J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1075 =082 04$a531/.1134$223 =100 1\$aMarpet, M.,$eauthor. =245 10$aComparison of Walkway-Safety Tribometers /$cM. Marpet. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe friction between the floor and the pedestrian's shoe bottom is an important factor in walkway safety. There exist a number of instruments, called tribometers, for measuring this quantity. The ASTM F 13.1 Subcommittee on Tribometry, part of the ASTM F-13 Committee on Safety and Traction for Footwear, held a workshop in 1991 at Bucknell University, Lewisberg, PA. At that workshop, a number of commonly used and experimental tribometers were tested under strict laboratory conditions: The ASTM C-1028 horizontal-pull drag sled, Technial Products Model 80 drag sled, Slip Test Mark I Portable Articulated-Strut Tribometer, Slip Test Mark II Portable Inclined-Strut Tribometer, Horizontal Pull Slipmeter drag sled, Tortus dynamic drag sled, Sigler pendulum dynamic tribometer, and the James Articulated-Strut. This paper describes a number of results from that workshop. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTribometer. =650 \0$aForce plate. =650 \0$aWalkway safety. =650 \0$aFriction. =650 \0$aDynamics. =650 14$aCoefficient of friction. =650 24$aForce plate. =650 24$aTribometer. =650 24$aWalkway safety. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11448J.htm =LDR 02132nab a2200517 i 4500 =001 JTE11451J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11451J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11451J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD899.M5 =082 04$a628.1683$223 =100 1\$aSegal, L.,$eauthor. =245 10$aDiagnosis of Machinery by Analysis of Running Temperature Data /$cL. Segal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aA thermal diagnosis method is proposed for mechanisms and machinery under a transient regime, with a 10-15 minute implementation time. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aThermal diagnosis. =650 \0$aAmbient temperature. =650 \0$aTechnical condition. =650 \0$aService life friction. =650 \0$aAmbient temperature ferrite process. =650 14$aThermal diagnosis. =650 24$aMaximum increase rate of temperature. =650 24$aTime required to reach maximum. =650 24$aAmbient temperature. =650 24$aTechnical condition. =650 24$aService life friction. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11451J.htm =LDR 02838nab a2200565 i 4500 =001 JTE11920J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11920J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11920J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aSantarelli, EL.,$eauthor. =245 10$aFracture Toughness Determination Related to Indentation Problems Avoidance in Three-Point Bend Specimens /$cEL. Santarelli, JE. Perez Ipiña. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aIn elastic-plastic fracture toughness of the three-point bend specimens (3P-SENB) test, fracture toughness is obtained as a function of the energy put into the specimen, and it is measured from the area under the load versus load-line displacement record. A fraction of this energy is not developed as a work in the crack tip, but it is expended in plastic deformation near the loading points. There also exists an overestimation of this energy because of spurious displacements involved between measurement points when a remote transducer is used to measure the load-line displacement. Actual standards provide some techniques to discriminate this spurious energy from the total measured energy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aR curve. =650 \0$aBend test. =650 \0$aJ integral. =650 \0$aFracture toughness. =650 \0$aIndentation correction. =650 \0$aElastic-plastic fracture. =650 \0$aFracture mechanics. =650 14$aElastic-plastic fracture. =650 24$aR curve. =650 24$aBend test. =650 24$aLoad-line displacement measurement. =650 24$aIndentation correction. =650 24$aFracture toughness. =650 24$aJ integral. =700 1\$aPerez Ipiña, JE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11920J.htm =LDR 02533nab a2200601 i 4500 =001 JTE11917J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11917J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11917J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA367 =082 04$a620.28$223 =100 1\$aSrinivasan, MN.,$eauthor. =245 10$aUltrasonic Technique for Residual Stress Measurement in Ductile Iron Continuous Cast Round Bars /$cMN. Srinivasan, SN. Chundu, DE. Bray, A. Alagarsamy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aAn ultrasonic technique using critically refracted longitudinal (LOR) waves was used to determine the residual stresses in ductile iron bars in the as-cast, annealed, normalized as well as quenched and tempered states. The results conform to expected trends based on differential cooling rate and phase transformation effects. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCasting. =650 \0$aUltrasonic. =650 \0$aCooling rate. =650 \0$aDuctile iron. =650 \0$aResidual stress. =650 \0$aLongitudinal waves. =650 \0$aPhase transformation. =650 \0$aUltrasonics. =650 14$aDuctile iron. =650 24$aUltrasonic. =650 24$aLongitudinal waves. =650 24$aResidual stress. =650 24$aCasting. =650 24$aCooling rate. =650 24$aPhase transformation. =700 1\$aChundu, SN.,$eauthor. =700 1\$aBray, DE.,$eauthor. =700 1\$aAlagarsamy, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11917J.htm =LDR 02629nab a2200529 i 4500 =001 JTE11923J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11923J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11923J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA274.45 =082 04$a519.2$223 =100 1\$aArora, PR.,$eauthor. =245 12$aA Method for Estimation of the Radius of Elastic-Plastic Boundary Around Cold-Worked Holes /$cPR. Arora, B. Dattaguru, HS. Subramánya Hande. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThe radius of an elastic-plastic boundary was measured by the strain gage method around the cold-worked region in L72-aluminum alloy. The relative radial expansion was varied from 2.5 to 6.5% during the cold-working process using mandrel and split sleeve. The existing theoretical studies in this area are reviewed. The experimental results are compared with existing experimental data of various investigators and with various theoretical formulations. A model is developed to predict the radius of elastic-plastic boundary, and the model is assessed by comparing with the present experiments. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSleeve. =650 \0$aMandrel. =650 \0$aCold work. =650 \0$aElastic-plastic boundary. =650 \0$aEstimation theory. =650 \0$aMATHEMATICS$xProbability & Statistics$vGeneral. =650 14$aElastic-plastic boundary. =650 24$aSleeve. =650 24$aMandrel. =650 24$aCold work. =700 1\$aDattaguru, B.,$eauthor. =700 1\$aSubramánya Hande, HS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11923J.htm =LDR 03040nab a2200529 i 4500 =001 JTE11924J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11924J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11924J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.14 =082 04$a620.1$223 =100 1\$aGasiak, G.,$eauthor. =245 10$aAnalysis of Elastic and Plastic Strains for Internally Pressurized Cylinders /$cG. Gasiak. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aMethods of theoretical considerations and experiments on elastic and plastic strains in rotational internally pressurised shells with rigid bottoms are presented. The shells were treated as three-dimensional bodies, and the algorithms and programs for numerical analysis were worked out according to the finite-element method (FEM) and Prandtl-Reuss theory of plastic flow. The presented methods of experiments were used for measurements of elastic and plastic strains in thin-walled rotational shells. Loading in the shell was incrementally realized. With the applied methods of numerical calculations and experiments, it is possible to analyze the bulging process in the shell up to the loss of strain stability. Strain increments are not limited in any way. The paper shows the results obtained with the shell bulging. A good agreement between the results obtained with FEM and those from experiments can be observed. The presented analysis can be a basis for work on a method allowing the control of the wall thickness while forming tubular elements in industry. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCylinders. =650 \0$aPlastic flow. =650 \0$aInternal pressure. =650 \0$aLarge deformations. =650 \0$aElastic-plastic strains. =650 \0$aPlasticity. =650 14$aElastic-plastic strains. =650 24$aCylinders. =650 24$aLarge deformations. =650 24$aPlastic flow. =650 24$aInternal pressure. =650 24$aThree-dimensional stress state. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11924J.htm =LDR 02845nab a2200541 i 4500 =001 JTE11918J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11918J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11918J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aJoo, Y-H,$eauthor. =245 14$aThe Use of Small Punch (Bulge) Tests to Estimate Fracture Stress in the Lower Shelf Regime /$cY-H Joo, T. Hashida, H. Takahashi, K. Shimomura. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThe small punch fracture stress ?f(SP) and fracture toughness KIc of embrittled turbine rotor steels have been evaluated at temperatures corresponding to the lower shelf regime. The lower bound values of ?f(SP), determined by statistically analyzing the data, are found to be relatively independent of test temperature range from -196 to -170°C for rotor M steel and from -196 to -150°C for rotor T steel. The relationship of ?f(SP) to fractographic features was also investigated. The lower bound values of ?f(SP) were found to be comparable with values of the microscopic fracture stress ?*f. This result indicates that small punch tests might be used successfully to measure ?*f of materials at lower shelf temperatures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLower bound value. =650 \0$aFracture toughness. =650 \0$aStatistical analysis. =650 \0$aFracture mechanics. =650 14$aSmall punch (bulge) tests. =650 24$aSmall punch fracture stress ?f(SP) =650 24$aFracture toughness. =650 24$aLower bound value. =650 24$aStatistical analysis. =650 24$aMicroscopic fracture stress. =700 1\$aHashida, T.,$eauthor. =700 1\$aTakahashi, H.,$eauthor. =700 1\$aShimomura, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11918J.htm =LDR 02682nab a2200529 i 4500 =001 JTE11919J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11919J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11919J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aBaratta, FI.,$eauthor. =245 10$aNotch Dimensions for Three-Point Bend Fracture Specimens Based on Compliance Analyses /$cFI. Baratta, JH. Underwood. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aLoad-line compliance was calculated for various three-point bend specimens containing finite width notches and cutouts, using methods of engineering strength of materials and elastic superposition. Comparison of compliance results for notched specimens with results for the ideal zero width crack was used to propose two basic notch configurations for fracture testing. A relatively wide notch that could be produced by conventional manufacturing methods resulted in load-line compliance values 10% or more above those of the ideal crack case. A narrow notch that could be produced by electric-discharge machining resulted in compliance values much closer to those of the ideal crack case. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompliance. =650 \0$aBending beam. =650 \0$aNotch analysis. =650 \0$aFracture toughness. =650 \0$aStrength of materials. =650 \0$aFracture mechanics. =650 14$aFracture toughness. =650 24$aCompliance. =650 24$aStrength of materials. =650 24$aBending beam. =650 24$aNotch analysis. =700 1\$aUnderwood, JH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11919J.htm =LDR 02719nab a2200541 i 4500 =001 JTE11921J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11921J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11921J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC191 =082 04$a620.1/632$223 =100 1\$aToribio, J.,$eauthor. =245 10$aOn the Intrinsic Character of the Stress-Strain Curve of a Prestressing Steel /$cJ. Toribio. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThis paper deals with the influence on the stress-strain curve of a prestressing steel of such mechanical variables as the gage length, the sample length, and the gripping conditions. An original experimental technique was developed, both to increase the gage length of the standard extensometer and to test large size wires, using different grips. The results show that, at least in a first approach, the stress-strain curve of a prestressing steel has an intrinsic character. Nevertheless, small variations in the yield strength and the flow step were noticed when the sample length changed. These differences may be attributed to the initial curvature of the wire supplied in rolls. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aYield strength. =650 \0$aIntrinsic character. =650 \0$aPrestressing steels. =650 \0$aStress-strain curves. =650 \0$aYoung's modulus. =650 \0$aElastic properties. =650 \0$aMathematical physics. =650 14$aPrestressing steels. =650 24$aStress-strain curves. =650 24$aIntrinsic character. =650 24$aYoung's modulus. =650 24$aYield strength. =650 24$aRamberg-Osgood parameters. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11921J.htm =LDR 02365nab a2200517 i 4500 =001 JTE11925J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11925J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11925J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD5325.E82 1997 =082 04$a331.89281383125$223 =100 1\$aSingh, SP.,$eauthor. =245 10$aDrop Heights Encountered in the United Parcel Service Small Parcel Environment in the United States /$cSP. Singh, T. Voss. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aPackaged goods move through varieous logistical networks each day all over the world. Packages moving through these various networks are exposed to dynamic forces such as drops, tosses, and kicks. This study investigated the effect of drops, tosses, and kicks encountered in the United Parcel Service (UPS) small parcel environment in the United States. The effect of the weight and volume of packages shipped was studied. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHandling. =650 \0$aDrop height. =650 \0$aPackage drops. =650 \0$aUnited Parcel Service. =650 \0$aMass media$xPolitical aspects. =650 \0$aUPS. =650 14$aDrop height. =650 24$aPackage drops. =650 24$aHandling. =650 24$aUPS. =700 1\$aVoss, T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11925J.htm =LDR 02838nab a2200481 i 4500 =001 JTE11922J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11922J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11922J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP968 =082 04$a668.3$223 =100 1\$aPellicane, PJ.,$eauthor. =245 10$aSuperposition Theory Applied to Nail/Glue Joints in Wood :$bPart I-Strength Behavior /$cPJ. Pellicane. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aA model was developed based on concepts involving superposition of nail and glue joint strength to predict the ultimate load of nail/glue joints in wood subjected to lateral loading. Four combinations of two wood species (lodgepole pine and hard maple) and two nail sizes (6d and 8d) were examined. One brand of commercially-available elastomeric construction adhesive was used. A total of 169 nail, glue, and nail/glue joints were tested to ultimate load. Theoretical predictions based on nail and glue joint strength were compared with experimental data from nail/glue joint tests. The results showed that mean joint strength was predicted to within 9% for three of the four combinations of nail size and wood species studied. Statistical analyses revealed that for these three data sets, mean experimental and theoretical values were indistinguishable at the 0.01 level. In addition, the presence of glue in a nailed joint accounted for a substantial increase in strength over joints without glue. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrength. =650 \0$aNail joints. =650 \0$aSuperposition model. =650 \0$aAdhesives. =650 14$aStrength. =650 24$aElastomeric construction adhesives. =650 24$aNail joints. =650 24$aSuperposition model. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11922J.htm =LDR 02862nab a2200577 i 4500 =001 JTE11650J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11650J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11650J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aDatta, KP.,$eauthor. =245 10$aOn the Relationship of Toughness, Fracture Initiation Energy, and Specimen Deflection in Charpy Tests of 4340 Steel /$cKP. Datta, WE. Wood. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe toughness of quenched 4340 steel (American Iron and Steel Institute designation) has been studied as a function of notch root radius and tempering temperature for several testing conditions (such as room temperature slow-bend Charpy, room temperature instrumented Charpy). The toughness, the square root of the fracture initiation energy, and the specimen deflection at fracture initiation follow similar trends under identical conditions in each type of testing. Thus fracture initiation energy and the specimen deflection in Charpy testing can be measures of toughness. These three macroscopic relationships are independent of fracture morphology, grain size, or plastic zone size. Theoretical relationships among the three are proposed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aToughness. =650 \0$aDeflection. =650 \0$aCharpy test. =650 \0$aInitiation energy. =650 \0$aFractures (materials) =650 \0$aMechanical properties. =650 \0$aFracture mechanics. =650 14$aSteels. =650 24$aMechanical properties. =650 24$aToughness. =650 24$aFractures (materials) =650 24$aDeflection. =650 24$aCharpy test. =650 24$aInitiation energy. =700 1\$aWood, WE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11650J.htm =LDR 02633nab a2200505 i 4500 =001 JTE11652J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11652J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11652J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aKaufman, JG.,$eauthor. =245 12$aA Fracture Toughness Data Bank /$cJG. Kaufman, SF. Collis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aA data bank containing fully characterized plane-strain fracture toughness test data on aluminum products has been developed for The Metal Properties Council. Procedures were developed for computer storage, retrieval, and analysis of the data. Statistical tolerance limits were determined for two high-strength high-toughness plate products to demonstrate the system's capability. Regression analyses correlating plane-strain fracture toughness values with notch-yield ratios were performed on data for the same two products to generate critical notch-yield ratios. Such critical notch-yield ratios can be used for quality assurance purposes. The fully characterized test data provide system capability for validity criteria revision, although this was not done in the initial contract. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aToughness. =650 \0$aData storage. =650 \0$aAluminum alloys. =650 \0$aData processing. =650 \0$aFracture mechanics. =650 14$aAluminum alloys. =650 24$aToughness. =650 24$aData storage. =650 24$aData processing. =700 1\$aCollis, SF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11652J.htm =LDR 02014nab a2200517 i 4500 =001 JTE11657J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11657J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11657J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA479.S7 =082 04$a620.112$223 =100 1\$aEwalds, HL.,$eauthor. =245 10$aDiscussion of "Effects of Stress Ratio on Fatigue Crack Growth Rates in X70 Pipeline Steel in Air and Saltwater" by Oldrich Vosikovsky /$cHL. Ewalds. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aStress ratio. =650 \0$aCorrosion fatigue. =650 \0$aCrack propagation. =650 \0$aResidual stresses. =650 \0$aStainless steel$xStress corrosion. =650 \0$aStainless steel$xWelding. =650 \0$aStress corrosion. =650 14$aCorrosion fatigue. =650 24$aCrack propagation. =650 24$aStress ratio. =650 24$aSteels. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11657J.htm =LDR 02735nab a2200625 i 4500 =001 JTE11646J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11646J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11646J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/126$223 =100 1\$aEl Haddad, MH.,$eauthor. =245 10$aReview of New Developments in Crack Propagation Studies /$cMH. El Haddad, TH. Topper, B. Mukherjee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b94 =520 3\$aThe application of fracture mechanics concepts to characterize crack growth at low and high temperatures under cyclic, creep, and creep-fatigue conditions is reviewed. The applicability and limitations of various fracture mechanics techniques in predicting cycle- and time-dependent crack growth are discussed. Also, applications of fracture mechanics to predict the fatigue life of various components and the behavior of cracks at near-threshold conditions are discussed with an emphasis given to the growth of small cracks. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCycling. =650 \0$aPlastic. =650 \0$aStrains. =650 \0$aStresses. =650 \0$aCreep properties. =650 \0$aCrack propagation. =650 \0$aFatigue (materials) =650 \0$aFracture properties. =650 \0$aFracture mechanics. =650 14$aCrack propagation. =650 24$aFracture properties. =650 24$aFatigue (materials) =650 24$aFracture mechanics. =650 24$aCreep properties. =650 24$aStresses. =650 24$aStrains. =650 24$aPlastic. =650 24$aCycling. =700 1\$aTopper, TH.,$eauthor. =700 1\$aMukherjee, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11646J.htm =LDR 02484nab a2200553 i 4500 =001 JTE11655J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11655J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11655J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.22 =082 04$a620.1/1233$223 =100 1\$aArbel, A.,$eauthor. =245 10$aSome Aspects of Biaxial Creep Testing of Thin-Walled Cylindrical and Spherical Pressure Vessels /$cA. Arbel, D. Eliezer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aExpressions are derived for the expansion of cylindrical and spherical pressure vessels that creep at a constant temperature while being internally pressurized by a constant amount of an ideally behaving gas. The main portion of the initial volume of the pressure vessels is occupied by a rod or a ball-type insert to reduce the energy released or containment requirement if a rupture should occur. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aExpansion. =650 \0$aCreep tests. =650 \0$aBiaxial creep. =650 \0$aPressure vessels. =650 \0$aExpressions (mathematics) =650 \0$aMaterials$xCreep. =650 \0$aFracture mechanics. =650 14$aCreep tests. =650 24$aPressure vessels. =650 24$aExpressions (mathematics) =650 24$aExpansion. =650 24$aBiaxial creep. =650 24$aCylindrical and spherical pressure vessels. =700 1\$aEliezer, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11655J.htm =LDR 02985nab a2200601 i 4500 =001 JTE11647J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11647J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11647J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA462 =082 04$a620.1/1223$223 =100 1\$aJacobson, WO.,$eauthor. =245 10$aScale and Corrosion Parameters at a Geothermal Loop Experimental Facility /$cWO. Jacobson, AN. Rogers, F. Schoepflin, PM. Henry. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aMetallic alloys and nonmetallic materials, including coatings and plastic liners, were exposed to high-temperature (232.2°C [450°F]), highly saline (20%) brines in a 10-MW geothermal loop experimental facility at the Salton Sea Known Geothermal Resource Area in the Imperial Valley, Calif. Mild carbon steel corrodes rapidly, especially in presence of air, while nickel alloys are very resistant to the Salton Sea geothermal brines. The Teflon® coatings and the vinyl esters exhibited the greatest resistance among the nonmetallic materials tested. Twenty-seven proprietary scale inhibitors were tested to determine the ones most promising for use in the Salton Sea brines. Several scale control additives were effective in retarding silica precipitation at 90°C, the temperature limit of these laboratory tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPower. =650 \0$aAlloys. =650 \0$aPlastics. =650 \0$aGeothermal. =650 \0$aScale corrosion. =650 \0$aCorrosion resistance. =650 \0$aHigh temperature tests. =650 \0$aCorrosion. =650 14$aScale corrosion. =650 24$aCorrosion resistance. =650 24$aHigh temperature tests. =650 24$aPower. =650 24$aGeothermal. =650 24$aAlloys. =650 24$aPlastics. =700 1\$aRogers, AN.,$eauthor. =700 1\$aSchoepflin, F.,$eauthor. =700 1\$aHenry, PM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11647J.htm =LDR 02644nab a2200469 i 4500 =001 JTE11651J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11651J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11651J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aMcConnell, P.,$eauthor. =245 10$aVerification of Compliance Corrections Used in Determining Load-Line Energies from Dynamic Load-Time Data /$cP. McConnell. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aAbsorbed energy is readily determined by integrating the load versus load-line displacement function. However, in dynamic testing (strain rate approximately 10/s), load-time data are more conveniently obtained. Conversion of load-time data to the energy absorbed by a test specimen during an instrumented impact test requires that the energy absorbed by the test machine be deleted from the total energy represented by the area under the load-time curve. A technique is described whereby previously reported compliance corrections have been experimentally verified. A test specimen is allowed to deflect to an accurately known value. Integration of the quasi-load-deflection curve yields the energy absorbed by the specimen. This value is shown to compare favorably with that obtained from the compliance-corrected load-time curve. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImpact tests. =650 \0$aDynamic tests. =650 \0$aLoads (forces) =650 \0$aFracture mechanics. =650 14$aImpact tests. =650 24$aDynamic tests. =650 24$aLoads (forces) =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11651J.htm =LDR 02363nab a2200541 i 4500 =001 JTE11653J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11653J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11653J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aIkegami, K.,$eauthor. =245 13$aAn Optimal Method for Determining Anisotropic Parameters Under Combined Stress Tests /$cK. Ikegami. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aAn optimal test method to determine the anisotropic parameters of the yield condition under a combined stress state is proposed. Because scattering of experimental values affects the calculated results, the combined stress tests should be conducted under conditions that minimize the scattering effect. Hill's anisotropic yield function is used to establish such a test condition. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aAnisotropy. =650 \0$aOptimal method. =650 \0$aYield strength. =650 \0$aData scattering. =650 \0$aCombined stress tests. =650 \0$aFracture mechanics. =650 14$aStresses. =650 24$aAnisotropy. =650 24$aYield strength. =650 24$aCombined stress tests. =650 24$aOptimal method. =650 24$aData scattering. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11653J.htm =LDR 02891nab a2200517 i 4500 =001 JTE11654J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11654J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11654J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a620.1/123$223 =100 1\$aKurita, M.,$eauthor. =245 10$aSimplified Equations for Peak Position and for Its Standard Deviation in X-Ray Stress Measurement /$cM. Kurita. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aSimplified equations for peak position and for its standard deviation resulting from counting statistics are derived in the n points parabola method. These equations are applicable to an even as well as an odd n and can be rapidly calculated even with an inexpensive on-line computer such as a microcomputer. Thus a rapid and precise peak determination can be made by use of these equations with an inexpensive X-ray stress measurement system. Various peak positions calculated by the n points and the three points parabola methods were compared. Two heat-treated steels were used. The n points method, using all the data points that fall above approximately 85% of the maximum intensity, gave the most satisfactory result. On the other hand, the three points method produced a large standard deviation of the peak position unless the three points were taken symmetrically about the diffraction peak. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aResidual stress. =650 \0$aStandard deviation. =650 \0$aStatistical analysis. =650 \0$aX-ray stress analysis. =650 \0$aDetermination of stress. =650 \0$aResidual stresses. =650 14$aX-ray stress analysis. =650 24$aDetermination of stress. =650 24$aResidual stress. =650 24$aStandard deviation. =650 24$aStatistical analysis. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11654J.htm =LDR 03314nab a2200637 i 4500 =001 JTE11648J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11648J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11648J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.C7 =082 04$a546.76$223 =100 1\$aCoulon, PA.,$eauthor. =245 10$aQuenching, Tempering, and Aging Chromium-Molybdenum-Vanadium Cast Steels /$cPA. Coulon, C. Leymonie, H. Saisse, G. Thauvin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThe usual specifications for Cr-Mo-V steel castings fix modest levels of yield strength (350 to 450 MPa) in the hope of obtaining acceptable toughness.But this optimism sometimes leads to disappointment when only the components themselves are considered and not the attached parts.Tests carried out on Cr-Mo steel casings that have 100 000 h or more of service life show that, if toughness is sufficiently high in the as-received condition, and if certain precautions are taken into account at start-up, one may accept service embrittlement and even allow casings that reveal cracks caused by creep or thermal fatigue to remain in service.The aim of the work discussed in this paper has been to compare different grades of Cr-Mo steel distinguished in particular by chromium and nickel contents.Two subjects have been dealt with: the influence of the chemical composition on the optimal conditions of hardening and tempering and the preliminary study of age embrittlement (evaluated by the translation of Charpy V-notch and ductile fracture toughness transition curves) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCasings. =650 \0$aTempering. =650 \0$aToughness. =650 \0$aFree ferrite. =650 \0$aEmbrittlement. =650 \0$aSteel castings. =650 \0$aAging (metallurgy) =650 \0$aQuenching (cooling) =650 \0$aChromium. =650 \0$aChrome. =650 14$aSteel castings. =650 24$aQuenching (cooling) =650 24$aTempering. =650 24$aAging (metallurgy) =650 24$aEmbrittlement. =650 24$aCasings. =650 24$aFree ferrite. =650 24$aToughness. =700 1\$aLeymonie, C.,$eauthor. =700 1\$aSaisse, H.,$eauthor. =700 1\$aThauvin, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11648J.htm =LDR 03068nab a2200625 i 4500 =001 JTE11649J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11649J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11649J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aCobanoglu, MM.,$eauthor. =245 10$aComparison of Methods for Fracture Toughness Determination in Steels /$cMM. Cobanoglu, G. Kardos. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThis study compares various test methods and estimation procedures that are available for determining the fracture toughness of steels. The ASTM Test for Plane-Strain Fracture Toughness of Metallic Materials (E 399), the energy rate test, and the multiple identical specimen crack growth resistance R curve test for elastic-plastic fracture toughness JIc determination are compared. Various formulations for plane-strain fracture toughness KIc and JIc estimation are also compared. Comparison of the test methods indicates that, for ductile steels, the multiple identical specimen R curve test is the most promising. It is suggested that the total areas be used for calculation of J from Rice's approximate formulation for three-point bend specimens of ductile steels and crack-contributed areas for brittle steel three-point bend specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTests. =650 \0$aCracks. =650 \0$aSteels. =650 \0$aToughness. =650 \0$aEstimation methods. =650 \0$aFracture (materials) =650 \0$aMechanical properties. =650 \0$aLinear elastic fracture. =650 \0$aElastic-plastic fracture. =650 \0$aFracture mechanics. =650 14$aFracture (materials) =650 24$aToughness. =650 24$aMechanical properties. =650 24$aCracks. =650 24$aSteels. =650 24$aElastic-plastic fracture. =650 24$aLinear elastic fracture. =650 24$aTests. =650 24$aEstimation methods. =700 1\$aKardos, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11649J.htm =LDR 02964nab a2200505 i 4500 =001 JTE11656J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11656J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11656J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aLazaridis, NA.,$eauthor. =245 10$aTask Group Report :$bResults of Interlaboratory Test Programs to Evaluate the Dynamic Tear Test Method /$cNA. Lazaridis, TG. Heberling, ES. Harris, EA. Lange. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAn ASTM Task Group evaluated the revised Standard Test Method for Dynamic Tear Energy of Metallic Materials (E 604). The revised method expanded the range of specimen thickness from the 16 mm ( 5/8 in.) specified in E 604-77 to include specimens ranging from 4.8 to 16 mm (3/16 to 5/8 in.) in thickness. The minimum impact velocity was also changed from 4.9 to 4 m/s (16 to 13 ft/s). Three series of tests were conducted by 16 laboratories on steels of low, intermediate, and high yield strength. A total of 1300 specimens were involved over a two-year period, and the results were analyzed statistically to support the modifications in the dynamic tear test method. No variations of engineering significance in dynamic tear energy were found with respect to between-laboratory variation in procedures, testing machine type, impact velocity, and specimen preparation within the tolerances set for the dimensions of the test specimens and the critical parameters of the testing procedure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTear tests. =650 \0$aDynamic tests. =650 \0$aFractures (materials) =650 \0$aFracture mechanics. =650 14$aDynamic tests. =650 24$aTear tests. =650 24$aFractures (materials) =700 1\$aHeberling, TG.,$eauthor. =700 1\$aHarris, ES.,$eauthor. =700 1\$aLange, EA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11656J.htm =LDR 02424nab a2200517 i 4500 =001 JTE10022J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10022J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10022J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.S6 =082 04$a620.193$223 =100 1\$aGittler, FL.,$eauthor. =245 10$aMaterials for Diffusion and Epitaxy /$cFL. Gittler. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aMost semiconductor devices are built in the epitaxial layer on a silicon wafer. The properties of the starting epitaxial material are important, because they help to determine the final device parameters. In order to obtain good epitaxial material, the reactants and dopants used must be of known purity. Analytical methods are not sufficiently sensitive and a Use Test has been attempted. Section 5.2 of ASTM Committee F-1, on Materials for Diffusion and Epitaxy, is at this time designing and evaluating an epitaxial reactant purity evaluator. A cleaning method has been devised, which is an important step in the Use Test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPurity. =650 \0$aEpitaxy. =650 \0$aSilicon. =650 \0$aDiffusion. =650 \0$aSilane. =650 \0$aMonosilane. =650 14$aSilicon. =650 24$aEpitaxy. =650 24$aSilane. =650 24$aPurity. =650 24$aDiffusion. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10022J.htm =LDR 02627nab a2200649 i 4500 =001 JTE10018J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10018J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10018J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBF251 =082 04$a152.1/5$223 =100 1\$aWang, JCK,$eauthor. =245 10$aDetermination of Resonant Vibration Frequency of Concrete by an Acoustic Impact Technique /$cJCK Wang, A. Auskern, W. Horn. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aA simple technique based on the acoustic impact method is described for measuring the longitudinal, transverse, and torsional vibration modes of concrete. The results are in excellent agreement with the standard ASTM C 215-60 procedure of forced vibration for determining the resonant frequencies. It is suggested that the acoustic impact method be considered an alternative to the standard technique. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImpact. =650 \0$aConcrete. =650 \0$aResonant. =650 \0$aFrequency. =650 \0$aTorsional. =650 \0$aVibration. =650 \0$aTransverse. =650 \0$aLongitudinal. =650 \0$aAcoustics. =650 \0$aAudition (Physiology) =650 \0$aPhysiological acoustics. =650 14$aAcoustics. =650 24$aImpact. =650 24$aConcrete. =650 24$aVibration. =650 24$aResonant. =650 24$aFrequency. =650 24$aLongitudinal. =650 24$aTransverse. =650 24$aTorsional. =700 1\$aAuskern, A.,$eauthor. =700 1\$aHorn, W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10018J.htm =LDR 03003nab a2200613 i 4500 =001 JTE10029J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10029J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10029J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.F4 =082 04$a546/.621$223 =100 1\$aPlace, TA.,$eauthor. =245 14$aThe Influence of a Dispersion on the Ductility and Fracture Behavior of Iron /$cTA. Place, JA. Lund. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aIron and iron-thoria strips were produced by a technique involving coprecipitation, hydrogen reduction, compaction, and hot rolling. Flat specimens of iron and two thoria dispersion strengthened alloys were pulled in tension at temperatures in the range 77 to 373 K. The low temperature ductility of the hot-rolled powder compacts was improved by the dispersion, and the ductile brittle transition temperature was reduced. The onset of mechanical twinning, discontinuous yielding, and Luders band failures was suppressed to lower temperatures in the dispersion hardened material. The necking and fracture behavior was strongly influenced by the dispersion. Stringers of thoria particles acted as crack initiation sites, particularly if they lay transverse to the loading direction. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDuctility. =650 \0$aMetallography. =650 \0$aThorium dioxide. =650 \0$aFracture properties. =650 \0$aDispersion hardening. =650 \0$aFractures (materials) =650 \0$aMechanical properties. =650 \0$aIron. =650 \0$aNative element minerals. =650 14$aDispersion hardening. =650 24$aDuctile brittle transition. =650 24$aDuctility. =650 24$aFracture properties. =650 24$aFractures (materials) =650 24$aIron. =650 24$aMechanical properties. =650 24$aMetallography. =650 24$aThorium dioxide. =700 1\$aLund, JA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10029J.htm =LDR 03260nab a2200709 i 4500 =001 JTE10016J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10016J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10016J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD171 =082 04$a546.3$223 =100 1\$aDowling, NE.,$eauthor. =245 10$aFatigue Life and Inelastic Strain Response under Complex Histories for an Alloy Steel /$cNE. Dowling. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b60 =520 3\$aFor quenched and tempered SAE 4340 steel, the inelastic strains measured during complex stress-strain histories are observed to be larger than would be estimated from constant amplitude test results. Ignoring this effect can result in nonconservative fatigue life predictions. The effect is accounted for by basing fatigue life calculations on inelastic strain. A stress versus inelastic strain relationship is determined from incremental step tests. The inelastic strain versus cycles to failure relationship is employed, and at short lives is determined from constant amplitude tests. At long lives, either the short life data can be extrapolated, or initial and periodic overstrains should be imposed during the constant amplitude tests. Actual and calculated lives are compared for a variety of complex history fatigue tests on unnotched axially loaded specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamage. =650 \0$aFailure. =650 \0$aStrains. =650 \0$aAlloy steel. =650 \0$aAxial stress. =650 \0$aCyclic loads. =650 \0$aFatigue life. =650 \0$aStress cycle. =650 \0$aCrack initiation. =650 \0$aFatigue (materials) =650 \0$aPlastic deformation. =650 \0$aStress-strain diagrams. =650 \0$aMetals. =650 \0$aMetallic elements. =650 14$aMetals. =650 24$aAlloy steel. =650 24$aStress-strain diagrams. =650 24$aFailure. =650 24$aFatigue (materials) =650 24$aDamage. =650 24$aCrack initiation. =650 24$aFatigue life. =650 24$aStress cycle. =650 24$aAxial stress. =650 24$aCyclic loads. =650 24$aStrains. =650 24$aPlastic deformation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10016J.htm =LDR 02910nab a2200589 i 4500 =001 JTE10019J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10019J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10019J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7871.2 =082 04$a621.381/325$223 =100 1\$aCase, GR.,$eauthor. =245 10$aAcquisition of Computer Aided Design/Analysis Models for Semiconductors /$cGR. Case. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aBecause of the role of the digital computer in the design and analysis of electronic systems, it is becoming increasingly desirable to have suitable computer aided analysis models of semiconductor devices at the time these devices are available for experimental development. This paper describes the development of such computer aided design/analysis (CAD/A) models. The procedures described can be used to develop models based on statistically significant populations of devices. The statistical procedures for selecting devices to be tested, the testing procedures, and the computer codes used for reducing data are described. Examples of computer output and a complete CAD/A model derived using the procedure are included for a sample device. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModeling. =650 \0$aDiode models. =650 \0$aData reduction. =650 \0$aTransistor modeling. =650 \0$aComputer aided design. =650 \0$aSemiconductor testing. =650 \0$aSemiconductor modeling. =650 \0$aComputer aided analysis. =650 \0$aTransistor amplifiers. =650 14$aComputer aided analysis. =650 24$aComputer aided design. =650 24$aData reduction. =650 24$aDiode models. =650 24$aModeling. =650 24$aSemiconductor modeling. =650 24$aSemiconductor testing. =650 24$aTransistor modeling. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10019J.htm =LDR 02379nab a2200541 i 4500 =001 JTE10017J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10017J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10017J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD171 =082 04$a546.3$223 =100 1\$aHoge, KG.,$eauthor. =245 12$aA Tension-Compression Test Fixture to Determine Bauschinger Effect /$cKG. Hoge, RL. Brady, R. Cortez. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aA tension-compression alignment fixture has been designed for an MTS universal test machine. Bending stresses in the specimen are eliminated by rotation and displacement adjustments to the fixture. Lost motion is reduced by preloading in compression all mating parts of the fixture. Results of the Bauschinger effect on several metals are described. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLow cycle fatigue. =650 \0$aBauschinger effect. =650 \0$aUniversal test machines. =650 \0$aTension-compression test. =650 \0$aMetals. =650 \0$aMetallic elements. =650 14$aBauschinger effect. =650 24$aLow cycle fatigue. =650 24$aMetals. =650 24$aUniversal test machines. =650 24$aTension-compression test. =700 1\$aBrady, RL.,$eauthor. =700 1\$aCortez, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10017J.htm =LDR 02645nab a2200541 i 4500 =001 JTE10021J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10021J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10021J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC809.E15 =082 04$a551.1$223 =100 1\$aLanger, PH.,$eauthor. =245 10$aEpitaxial Resistivity /$cPH. Langer, CW. Pearce. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aIn order to intelligently specify epitaxial silicon starting material for semiconductor devices, such as, diodes, transistors and integrated circuits, a precise knowledge of the variation of impurity concentration with depth is usually needed. Also, in order to control the epitaxial process, an accurate knowledge of the resistivity must be available in a relatively short time. Innovative techniques that yield impurity concentration profiles will be discussed along with methods that give a rapid indication of the average slice resistivity. Relative merits and disadvantages of each method will be assessed along with the work of the ASTM Committee F-1, Subcommittee 6, Section 6.2, on Epitaxial Resistivity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSilicon. =650 \0$aImpurity. =650 \0$aResistivity. =650 \0$aConcentration. =650 \0$aSemiconductor. =650 \0$aEarth conductivity, Electric (Geophysics) =650 \0$aEarth resistance. =650 14$aSemiconductor. =650 24$aSilicon. =650 24$aResistivity. =650 24$aImpurity. =650 24$aConcentration. =700 1\$aPearce, CW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10021J.htm =LDR 02817nab a2200517 i 4500 =001 JTE10030J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10030J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10030J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.A4 =082 04$a546/.673$223 =100 1\$aBabcock, SG.,$eauthor. =245 14$aThe Effect of Very Short Time-at-Temperature on the Yield Stress of 6061-T651 Aluminum /$cSG. Babcock, DB. Norvey, SJ. Green, DL. Holt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThis paper describes the experimental methods and the results of an investigation of the effect of short time-at-temperature (achieved by using high heating rates) on the yield stress of 6061-T651 aluminum in uniaxial tension. Specimens were heated to 260°C at rates from about 10-3 to 103°C/s and then immediately pulled to failure at a constant strain rate of about 10/s. These heating rates, which correspond to approximate times-at-temperature in the range of 10-1 to 105 s, produce a large change in yield stress between times-at-temperature of 102 to 105 s. This change is explained in terms of precipitate coarsening and is substantiated by metallographic evidence. Extrapolation to times-at-temperature in the order of 10-5 s is discussed, and it is suggested that at these rates changes in yield stress would be due to strain rate effects only. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrain rate. =650 \0$aHeating rate. =650 \0$aMechanical testing. =650 \0$aAluminum. =650 14$aAluminum. =650 24$aStrain rate. =650 24$aHeating rate. =650 24$aMechanical testing. =700 1\$aNorvey, DB.,$eauthor. =700 1\$aGreen, SJ.,$eauthor. =700 1\$aHolt, DL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10030J.htm =LDR 02665nab a2200625 i 4500 =001 JTE10028J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10028J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10028J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.A4 =082 04$a546/.673$223 =100 1\$aLeis, BN.,$eauthor. =245 10$aSome Studies of the Influence of Localized and Gross Plasticity on the Monotonic and Cyclic Concentration Factors /$cBN. Leis, CVB Gowda, TH. Topper. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThe variation in monotonic and cyclic concentration factors (namely, Kt, K?, K?) due to localized and gross plasticity is presented and discussed for two alloys of contrasting stress-strain behavior, an aluminum alloy 2024 T351 and a mild steel SAE 1015. Thin plates with circular and elliptical holes made of these alloys were subjected to monotonic and cyclic straining in a servo controlled testing machine. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteel. =650 \0$aFatigue. =650 \0$aPlasticity. =650 \0$aNeuber's rule. =650 \0$aSmooth specimen. =650 \0$aNotched specimen. =650 \0$aMaterial response. =650 \0$aAluminum. =650 14$aAluminum. =650 24$aSteel. =650 24$aMaterial response. =650 24$aSmooth specimen. =650 24$aNotched specimen. =650 24$aStress concentration factor. =650 24$aStrain concentration factor. =650 24$aFatigue. =650 24$aPlasticity. =650 24$aNeuber's rule. =700 1\$aGowda, CVB,$eauthor. =700 1\$aTopper, TH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10028J.htm =LDR 02281nab a2200529 i 4500 =001 JTE10027J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10027J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10027J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC793.5.P42 =082 04$a621.36$223 =100 1\$aSplettstosser, HR.,$eauthor. =245 10$aObtainable Radiographic Equivalent Penetrameter Sensitivity /$cHR. Splettstosser. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aSome of the properties of film and vision which affect radiographic sensitivity are discussed. Values of obtainable equivalent penetrameter sensitivity are given for some practical conditions when radiographing ¼- to 2-in.-thick steel with X-rays and 1- to 6-in.-thick steel with Co-60. Limitations to calculations of sensitivity for other conditions are given based on these results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteel. =650 \0$aX-ray. =650 \0$aRadiograph. =650 \0$aPenetrameter sensitivity. =650 \0$aPhotons. =650 \0$aLight quantum. =650 14$aRadiograph. =650 24$aX-ray. =650 24$aFilm. =650 24$aPhotons. =650 24$aPenetrameter sensitivity. =650 24$aSteel. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10027J.htm =LDR 02289nab a2200589 i 4500 =001 JTE10025J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10025J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10025J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD281.P9 =082 04$a547.3/086;$223 =100 1\$aSchaffer, EL.,$eauthor. =245 10$aEffect of Pyrolytic Temperatures on the Longitudinal Strength of Dry Douglas-Fir /$cEL. Schaffer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b40 =520 3\$aCompressive and tensile strength of dry Douglas-fir was measured through rapid constant deformation rate tests at temperatures from 25 to 288°C, at initial thermoequilibrium and after 2 h of heating. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aStrength. =650 \0$aDurability. =650 \0$aTemperature. =650 \0$aFire performance. =650 \0$aFracture mechanics. =650 \0$aThermal degradation. =650 \0$aPyrolysis. =650 \0$aChemical reactions. =650 14$aFire performance. =650 24$aWood. =650 24$aTemperature. =650 24$aFracture mechanics. =650 24$aThermal degradation. =650 24$aStrength. =650 24$aPyrolysis. =650 24$aDurability. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10025J.htm =LDR 01877nab a2200409 i 4500 =001 JTE10024J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10024J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10024J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS590 =082 04$a631.4/05$223 =100 1\$aGay, GCW,$eauthor. =245 10$aMechanization for Remolding Fine Grained Soils and for the Plastic Limit Test /$cGCW Gay, W. Kaiser. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTime and costs studies in 1965 showed that in soil mechanics laboratories 60 to 90 percent of the total costs of tests were labor costs. The reason for these high labor costs is there has been very little mechanization of soil mechanics laboratory tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSoils. =700 1\$aKaiser, W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10024J.htm =LDR 02350nab a2200553 i 4500 =001 JTE10023J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10023J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10023J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7871.85 =082 04$a621.381528$223 =100 1\$aMendel, E.,$eauthor. =245 10$aMeasurements in Silicon Planar Technology :$bMechanical Properties of Semiconductor Surfaces /$cE. Mendel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aMethods for growing silicon single crystals and then fabricating them into polished wafer form are reviewed. A survey of many of the parameters and measurement techniques needed to specify the polished surface is included. The activities of the Section on the Mechanical Properties of Semiconductor Surfaces are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWafers. =650 \0$aSilicon. =650 \0$aPolishing. =650 \0$aProcessing. =650 \0$aMechanical properties. =650 \0$aMeasurement techniques. =650 \0$aSemiconductor wafers. =650 14$aSemiconductors (materials) =650 24$aProcessing. =650 24$aPolishing. =650 24$aSilicon. =650 24$aMechanical properties. =650 24$aMeasurement techniques. =650 24$aWafers. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10023J.htm =LDR 02354nab a2200541 i 4500 =001 JTE10020J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10020J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10020J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.S6 =082 04$a546/.683$223 =100 1\$aGardner, EE.,$eauthor. =245 10$aSilicon Epitaxial Thickness Measurements :$bWhy and How /$cEE. Gardner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aIn the decade since the introduction of epitaxial layers for the fabrication of semiconductor devices, several techniques have been proposed for the measurement of the thicknesses of these layers. Three techniques, bevel and stain, stacking fault, and infrared fringes are discussed in detail. A brief history of the progress of these techniques to become ASTM tentatives or standards is reported. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTwinning. =650 \0$aBevel and stain. =650 \0$aCrystal defects. =650 \0$aEpitaxial thickness. =650 \0$aInfrared interference. =650 \0$aSilicon. =650 \0$aNonmetals. =650 14$aSilicon. =650 24$aEpitaxial thickness. =650 24$aCrystal defects. =650 24$aTwinning. =650 24$aInfrared interference. =650 24$aBevel and stain. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10020J.htm =LDR 02407nab a2200553 i 4500 =001 JTE10026J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10026J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10026J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a624.1/834$223 =100 1\$aHilsdorf, HK.,$eauthor. =245 10$aTriaxial Testing of Nonreinforced Concrete Specimens /$cHK. Hilsdorf, WR. Lorman, GE. Monfore. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aThis report is a review of experimental procedures used and methods for presenting data obtained, in testing specimens of nonreinforced concrete under triaxial stress conditions. The report is mainly concerned with behavior of hardened concrete under triaxial compression; materials other than concrete, mortar, or cement paste are excluded. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAxial stress. =650 \0$aHardened concrete. =650 \0$aHydrostatic stress. =650 \0$aTriaxial compression. =650 \0$aExperimental procedures. =650 \0$aConcrete. =650 \0$aBuilding materials. =650 14$aHardened concrete. =650 24$aTriaxial compression. =650 24$aExperimental procedures. =650 24$aAxial stress. =650 24$aHydrostatic stress. =700 1\$aLorman, WR.,$eauthor. =700 1\$aMonfore, GE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10026J.htm =LDR 02812nab a2200625 i 4500 =001 JTE10015J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10015J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10015J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN689.2 =082 04$a620.1/623$223 =100 1\$aWilliams, DP.,$eauthor. =245 12$aA Simple Method for Studying Slow Crack Growth /$cDP. Williams, AG. Evans. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aA simple, inexpensive method for studying slow crack growth is described. The method entails measurements of load relaxation at constant displacement using a double torsion specimen. It is demonstrated that the data generated using this technique are in excellent agreement with data obtained using the more complex conventional techniques, for a range of materials-steel, titanium, glass, aluminum oxide, PMMA. These encouraging initial results suggest that additional and more detailed studies using this test procedure are merited. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture. =650 \0$aTest method. =650 \0$aDouble torsion. =650 \0$aLoad relaxation. =650 \0$aStress corrosion. =650 \0$aCrack propagation. =650 \0$aFracture mechanics. =650 \0$aHydrogen embrittlement. =650 \0$aMetals$xHydrogen embrittlement$xCongresses. =650 \0$aMetals$xStress corrosion$xCongresses. =650 \0$aMetals$xCracking$xCongresses. =650 14$aTest method. =650 24$aFracture. =650 24$aFracture mechanics. =650 24$aDouble torsion. =650 24$aCrack propagation. =650 24$aStress corrosion. =650 24$aHydrogen embrittlement. =650 24$aLoad relaxation. =700 1\$aEvans, AG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10015J.htm =LDR 03037nab a2200541 i 4500 =001 JTE12249 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12249$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12249$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR857.M3 =082 04$a610.28$223 =100 1\$aßolak, ÖÜ.,$eauthor. =245 10$aMechanical Behavior of Polymers PBXW-128 and PBXN-110 Under Uniaxial and Multiaxial Compression at Different Strain Rates and Temperatures /$cÖÜ. ßolak. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe influence of strain rate, temperature, and confining pressure on the mechanical behavior of PBXN-110 binder "inert" (hydroxy-terminated polybutadiene (HTPB)) and PBXW-128 simulant "inert," which is mixed with small particles of sugar, approximately 50 % by weight, is presented in this paper. The polymer PBXN-110 is used as the matrix for the particle-reinforced polymer composite (PBXW-128); the latter is the mock or inert equivalent of actual explosive material. Stress-strain response of both polymeric materials under uniaxial compression is found to be dependent on the strain rate. On one hand, it is observed that PBXW-128 exhibits temperature-dependent behavior, while the mechanical response of PBXN-110 is not significantly affected at temperatures above the glass transition temperature. Compression experiments in the presence of confining pressure reveal that the stress-strain response of each material is rate insensitive. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompression. =650 \0$aRate dependency. =650 \0$aConfining pressure. =650 \0$aTemperature effect. =650 \0$aPolymeric materials. =650 \0$aBiomedical materials. =650 \0$aComposite materials. =650 14$aPolymeric materials. =650 24$aRate dependency. =650 24$aTemperature effect. =650 24$aCompression. =650 24$aConfining pressure. =650 24$aHydroxyl-terminated polybutadiene. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12249.htm =LDR 03155nab a2200625 i 4500 =001 JTE11930 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11930$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11930$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519.2/4$223 =100 1\$aMeged, Y.,$eauthor. =245 13$aAn Improved Method for Determination of the Cavitation Erosion Resistance by a Weibull Distribution /$cY. Meged. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe improved method for determination of cavitation erosion resistance is based on the erosion strength concept and the Weibull cumulative distribution function. Cavitation erosion resistance is the ratio between the erosion intensity, which is the external load, and the erosion rate, which is the response of the eroded material. The time at which this erosion rate is determined is t200, i.e., when the average eroded thickness reaches 200 µm. This time ensures that the cavitation erosion resistance of both the boundary layer and the base material can be determined. The improved method is simple, easy to apply, and overcomes the drawbacks of the normalized erosion method and the erosion strength method. In this case, cavitation erosion resistance is an independent, measurable value with units of stress. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModeling. =650 \0$aCavitance. =650 \0$aErosion strength. =650 \0$aBimodal Weibull plots. =650 \0$aAffected material zone. =650 \0$aErosive boundary layer. =650 \0$aUnimodal Weibull plots. =650 \0$aWeibull distribution. =650 \0$aWeibull method. =650 \0$aDistribution (Probability theory) =650 14$aCavitation erosion resistance. =650 24$aCavitance. =650 24$aErosion strength. =650 24$aVibratory cavitation erosion. =650 24$aAffected material zone. =650 24$aErosive boundary layer. =650 24$aWeibull cumulative distribution function. =650 24$aModeling. =650 24$aBimodal Weibull plots. =650 24$aUnimodal Weibull plots. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11930.htm =LDR 03232nab a2200685 i 4500 =001 JTE12079 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12079$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12079$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA434 =082 04$a624.1/833$223 =100 1\$aKumaran, MK.,$eauthor. =245 10$aHeat, Air, and Moisture Transport Properties of Several North American Bricks and Mortar Mixes /$cMK. Kumaran, JC. Lackey, N. Normandin, F. Tariku, D. van Reenen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aHygrothermal models are emerging as practical building design tools. These models require a set of reliable inputs to provide results that are meaningful to the designers. One of these inputs is the set of heat, air, and moisture transport properties of materials. For any given class of building materials, the properties may vary within a broad range. This paper reports the porosity, density, matrix density, thermal conductivity, equilibrium moisture content, water vapor permeability, water absorption coefficient, liquid diffusivity, and air permeability of six types of bricks and four mortar mixes that are used commonly in North America. The experimental and analytical procedures follow either international standards or well-established methodologies. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBrick. =650 \0$aMortar. =650 \0$aDensity. =650 \0$aPorosity. =650 \0$aMatrix density. =650 \0$aAir permeability. =650 \0$aLiquid diffusivity. =650 \0$aThermal conductivity. =650 \0$aWater vapor permeability. =650 \0$aGrout (Mortar) =650 14$aBrick. =650 24$aMortar. =650 24$aPorosity. =650 24$aDensity. =650 24$aMatrix density. =650 24$aThermal conductivity. =650 24$aEquilibrium moisture content. =650 24$aWater vapor permeability. =650 24$aWater absorption coefficient. =650 24$aLiquid diffusivity. =650 24$aAir permeability. =700 1\$aLackey, JC.,$eauthor. =700 1\$aNormandin, N.,$eauthor. =700 1\$aTariku, F.,$eauthor. =700 1\$avan Reenen, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12079.htm =LDR 03113nab a2200565 i 4500 =001 JTE11791 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11791$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11791$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA654.15 =082 04$a624.1$223 =100 1\$aXia, P-Q,$eauthor. =245 10$aLoad-Carrying Capacity Evaluation of Damaged Reinforced Concrete Structures by Dynamic Testing and Finite-Element Model Updating /$cP-Q Xia, JMW Brownjohn. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThere are many nondestructive test methods for the detailed condition evaluation of existing bridges. However, on detection of damage or deterioration, it may be possible only to make a subjective or qualitative judgement on safety. Resulting from research aimed at providing quantitative measures of bridge condition and fitness for purpose, this paper presents a practical method for evaluating the load-carrying capacity of damaged reinforced concrete (RC) beam structures based on dynamic testing and finite-element (FE) model updating. The distribution of the second moment of the cross section along an RC beam structure that had been loaded until failure was identified using FE model updating. Based on the identified second moment of cross section, the effective steel ratio and the ultimate moment of the damaged structure were estimated, leading to an estimate of load-carrying capacity. The paper describes a laboratory study using techniques that can be applied to prototype structures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBridge. =650 \0$aFailure. =650 \0$aEvaluation. =650 \0$aReinforced concrete. =650 \0$aLoad-carrying capacity. =650 \0$aFinite-element analysis. =650 \0$aModal analysis. =650 14$aLoad-carrying capacity. =650 24$aReinforced concrete. =650 24$aBridge. =650 24$aEvaluation. =650 24$aFailure. =650 24$aFinite-element analysis. =650 24$aModal analysis. =700 1\$aBrownjohn, JMW,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11791.htm =LDR 02948nab a2200493 i 4500 =001 JTE11801 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11801$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11801$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aDaum, MP.,$eauthor. =245 10$aCombining a Fatigue Model With a Shock Response Spectrum Algorithm /$cMP. Daum. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aProduct fragility assessment in packaging is described using a Damage Boundary Curve (DBC), which evaluates the velocity change and deceleration of an input shock for its damage potential to a product. The DBC assumes a brittle characteristic of components. A more realistic model is to assume ductility of components, resulting in something called Fatigue Damage Boundary (FDB) curves, which incorporate not only velocity change and deceleration, but also number of cycles to failure. The purpose of this study was to incorporate a mathematical model that accounts for the ductile nature of many products into a Shock Response Spectrum (SRS) algorithm. The advantage of incorporating SRS with a fatigue model is the ability to use any shock pulse shape to generate FDB curves and to use any shock pulse shape for finding material properties of a component in question. Using any shape shock pulse eliminates the dependency on traditional shock tables (half-sine and trapezoidal shock pulse shapes). Software was developed to demonstrate the new SRS-fatigue algorithm and to verify its applicability. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDuctile. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aDuctile. =650 24$aFatigue. =650 24$aShock response spectrum (SRS) =650 24$aDamage boundary curve (DBC) =650 24$aFatigue damage boundary (FDB) =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11801.htm =LDR 03357nab a2200589 i 4500 =001 JTE11899 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11899$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11899$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD195.P26 =082 04$a688.8$223 =100 1\$aSingh, SP.,$eauthor. =245 10$aMeasurement and Simulation of Damage to Long Light-Weight Packages in the FedEx 3-Day Saver Parcel Delivery Service /$cSP. Singh, G. Burgess, C. Mingerink. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aPackaged goods are shipped daily using the single parcel distribution systems offered by carriers such as FedEx, UPS, and USPS. Through these shipments, packages are exposed to dynamic forces that result in punctures, creases, scuffs, tape failures, and corner and edge crushes. This study measured the frequency and severity of these and other types of damage that occur to long light-weight packages in the FedEx single parcel environment (3-Day Saver). The results of this study showed that the most frequent type of damage in one-way shipments were creases, which represented 61.5 % of the damage events observed. Corner crushes followed with 16.7 %, edge crushes with 6.8 %, punctures with 6.7 %, and tape failures with 1.7 % of the total damages observed. Based on 58 packages shipped, the average box experienced 8.4 creases, 2.3 corner crushes, 0.9 punctures, 0.9 edge crushes, 0.8 others, 0.2 tape failures, and 0.1 scuffs per shipment. Based on these results, a test protocol was developed to reproduce this damage. The test includes vibration testing, compression testing with an edge hazard, at drop onto a point hazard, tip-over test onto an edge hazard, and corner and edge drop tests. The proposed tests correlated well with actual damage. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDrops. =650 \0$aFedEx. =650 \0$aDamage. =650 \0$aParcel. =650 \0$aPackage. =650 \0$aTesting. =650 \0$aShipping. =650 \0$aPackage goods industry$xEnvironmental aspects. =650 14$aPackage. =650 24$aDrops. =650 24$aFedEx. =650 24$aParcel. =650 24$aShipping. =650 24$aDamage. =650 24$aTesting. =700 1\$aBurgess, G.,$eauthor. =700 1\$aMingerink, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11899.htm =LDR 02928nab a2200505 i 4500 =001 JTE11804 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11804$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11804$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a624.151$223 =100 1\$aLevenberg, E.,$eauthor. =245 10$aQuantifying the Confidence Levels of Deformation Measurements in Asphalt Concrete /$cE. Levenberg, J. Uzan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aAn experimental approach for measuring surface strains in asphalt concrete (AC) samples is presented in this paper. It is equivalent to the local attachment of a large number of linear variable displacement transducers (LVDTs) with gage lengths ranging from 5 to 80 mm. The strain distribution properties developed under conditions of uniaxial tension are studied and analyzed for one AC mixture. It is shown that gage lengths of the order of the nominal maximum aggregate size measure a wide range of strain values: from zero strain up to 5 times the average strain. Moreover, as the gage length is increased, the scatter is reduced and the individual measurements yield values that are closer to their average. Subsequently, the confidence levels associated with using a limited number of gages with a given gage length are quantified. The results are then used to assess test protocol recommendations related to AC sample instrumentation. The size scale of the material's Representative Volume Element (RVE) is also addressed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGage length. =650 \0$aLocal strain. =650 \0$aAsphalt concrete. =650 \0$aAsphalt. =650 \0$aAsphalt content. =650 14$aLocal strain. =650 24$aAsphalt concrete. =650 24$aGage length. =650 24$aRepresentative volume element. =700 1\$aUzan, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11804.htm =LDR 03268nab a2200601 i 4500 =001 JTE12006 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12006$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12006$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT55.3.H3 =082 04$a604.7$223 =100 1\$aSingh, SP.,$eauthor. =245 12$aA New Test Method and Pictorial Markings for Packages Containing Liquid Dangerous Goods in High Altitude Shipments /$cSP. Singh, GJ. Burgess, J. Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aSerious accidents have occurred over the past decade as a result of package failures during high altitude shipments on aircraft. Dangerous goods require sturdier packages since their contents can result in life-threatening incidents if exposed to the environment. High altitude shipments are encountered when trucks travel over mountain passes or when cargo and feeder aircraft transport packages in non-pressurized or partially-pressurized cargo holds. Both types of transport methods result in severe drops in pressure compared to packages transported close to sea level. The testing of packages under these conditions is critical since package integrity must be improved. Current shipping tests performed in test labs do not account for pressure changes and vibration together. This paper proposes a new test method to simulate package conditions in high altitude shipments by subjecting the package to simultaneous vibration and low pressure. It also recommends pictorial markings be used on packages to show whether or not they meet the air and ground shipping requirements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLeaks. =650 \0$aVacuum. =650 \0$aPackaging. =650 \0$aAir transport. =650 \0$aHigh altitude. =650 \0$aDangerous goods. =650 \0$aHazardous materials. =650 \0$aHazardous substances. =650 \0$aHazardous Substances$xanalysis. =650 14$aPackaging. =650 24$aAir transport. =650 24$aDangerous goods. =650 24$aHigh altitude. =650 24$aLeaks. =650 24$aVacuum. =650 24$aHazardous materials. =700 1\$aBurgess, GJ.,$eauthor. =700 1\$aSingh, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12006.htm =LDR 03262nab a2200553 i 4500 =001 JTE11977 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11977$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11977$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aGuardiola, M.,$eauthor. =245 14$aThe Use of an Alternative Method for Fracture Toughness Evaluation on Different Materials /$cM. Guardiola, C. Bernal, R. Martínez, A. Cassanelli. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aThrough this paper an alternative procedure to obtain fracture toughness parameters on blunt-notched samples rather than on standard sharp-notched samples has been applied to several materials which display different fracture behavior. An aluminum alloy, an austempered ductile iron (ADI), and two different polymeric materials, polyamide 6 and poly(methyl methacrylate) (PMMA), were tested. The use of the alternative methodology allows simplification and cost reduction in fracture toughness evaluation. For the aluminum alloy, the fracture parameter obtained by this method was 16 % lower than that determined using ASTM standard methodology with data scatter similar to that reported in literature. For the ADI, fracture toughness values from blunt-notched samples were close to those obtained using standard test samples, showing low sensitivity to the changes in the crack tip diameter. For polyamide 6, the alternative methodology led to a toughness value within the same range of the values obtained from the traditional technique. In the case of the PMMA, the KIc values obtained from both methods showed good agreement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-integral. =650 \0$aFracture toughness. =650 \0$aToughness assessment. =650 \0$aBlunt-notched samples. =650 \0$aStress intensity factor. =650 \0$afracture mechanics. =650 14$aFracture toughness. =650 24$aStress intensity factor. =650 24$aJ-integral. =650 24$aBlunt-notched samples. =650 24$aToughness assessment. =700 1\$aBernal, C.,$eauthor. =700 1\$aMartínez, R.,$eauthor. =700 1\$aCassanelli, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11977.htm =LDR 02874nab a2200553 i 4500 =001 JTE12303 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12303$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12303$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS198.5.P5 =082 04$a668.495$223 =100 1\$aSingh, SP.,$eauthor. =245 10$aMeasurement and Analysis of Small and Light Weight Parcel Shipping Environment /$cSP. Singh, G. Burgess, J. Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThis study measured and analyzed the parcel shipping environment within Federal Express. The package sizes and weights monitored in this study represent the "light weight" and "small size" packages within the FedEx handling system. Five packages ranging in size from 0.18 x 0.19 x 1.3 m to 0.36 x 0.37 x 0.31 m and weight between 1.9 and 2.5 kg were shipped both with and without warning labels containing the text "Fragile-Handle With Care." The shipments were done between Michigan and California or Florida using the second day air shipment mode. The data showed that neither the package size/weight or the labels had any significant effect on the severity of drop heights. The highest drop height measured was 1.85 m. The data are presented in terms of drop heights associated with the 90th, 95th, and 99th percentiles of occurrence. Impact orientation is also discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDrops. =650 \0$aFedEx. =650 \0$aImpacts. =650 \0$aPackages. =650 \0$aParcel delivery. =650 \0$aPlastics in packaging. =650 \0$aPolymers$xPermeability. =650 14$aPackages. =650 24$aImpacts. =650 24$aDrops. =650 24$aParcel delivery. =650 24$aFedEx. =700 1\$aBurgess, G.,$eauthor. =700 1\$aSingh, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12303.htm =LDR 03772nab a2200577 i 4500 =001 JTE12194 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12194$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12194$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.B5 =082 04$a620.196$223 =100 1\$aDivinsky, M.,$eauthor. =245 10$aComparative Statistical Analysis of Original and Aged Bituminous Material Viscosity /$cM. Divinsky. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aStatistical behavior and peculiarities of the viscosity data for original and aged bituminous materials have been investigated. Approximation of the empirical distribution of the aging index values as the ratio of corresponding values for aged and original bituminous material viscosity has been carried out employing normal, lognormal, and Charlier theoretical distribution models. Corresponding models for the suitable approximation of values under consideration have been verified. Probability distribution models under discussion reflect the main features of the aging index data. Accordance of the applied distribution models has been confirmed by transformed-values analysis employing logarithmic and square root transformations for presented aging index values. Suggested probabilistic models including the normal distribution and, in the first instance, the lognormal and Charlier distribution models, can be recommended for practical application for corresponding data analysis. Relationships among the viscosity data of original and aged bituminous materials employing different linear and nonlinear equations and multiple regression models, also including use of penetration and kinematic viscosity data, have been studied and analyzed. Specifications of the residual behavior for the regression equations have been examined, keeping in mind data peculiarities and their degree of heterogeneity. Presented results widen the possibilities for original and aged bituminous materials penetration and aging index data interpretation, increasing the reliability of estimations for corresponding quantitative characteristics. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aResiduals. =650 \0$aTransformed values. =650 \0$aMultiple regression. =650 \0$aBituminous materials. =650 \0$aTesting characteristics. =650 \0$aProbability distribution. =650 \0$aEngineering materials. =650 \0$aPolymer. =650 \0$aBitumen. =650 14$aBituminous materials. =650 24$aTesting characteristics. =650 24$aProbability distribution. =650 24$aTransformed values. =650 24$aMultiple regression. =650 24$aResiduals. =650 24$aStatistical peculiarities. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12194.htm =LDR 03782nab a2200613 i 4500 =001 JTE101423 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101423$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101423$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.8/4$223 =100 1\$aRupnow, Tyson D.,$eauthor. =245 10$aEffect of Sampling Location on the Air Void Analyzer Test Results on Concrete Pavements :$bEvaluation of Data from a 16 State-Pooled Fund Project /$cTyson D. Rupnow, Kejin Wang, Vernon R. Schaefer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe objective of this study was to evaluate the effect of sampling location on the air void analyzer (AVA) results from a 16 state-pooled fund study. The samples were obtained at locations ahead of the paver and behind the paver on a vibrator trail and between vibrator trails. The AVA air content, specific surface, spacing factor, and percent of air voids less than 300 ?m in diameter were analyzed. The total air content of concrete ahead and behind the paver was also measured according to ASTM C231 for comparison. The ASTM C231 test results showed a significant drop in total air content of the samples behind the paver compared with the samples in front of the paver. The results show that the total air content is not an indicator of the spacing factor or percent of air voids less than 300 ?m in diameter. There is no significant difference in the AVA results between the samples obtained on a vibrator trail and those obtained between vibrator trails based on the data from all 16 states. When the data for each state were studied individually, the data from some states showed a significant difference in the percent of air voids less than 300 ?m (D<=300 ?m) as well as the specific surface between the samples obtained ahead and behind the paver. The results imply that vibration removes mainly the large air voids in concrete, and this feature can be captured by the AVA test but not by the conventional ASTM C231 pressure meter test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPavement. =650 \0$aAir content. =650 \0$aSpacing factor. =650 \0$aSpecific surface. =650 \0$aAir void analyzer. =650 \0$aSampling location. =650 \0$aAir void structure. =650 \0$aConcrete$xAdditives. =650 \0$aPavements, Concrete. =650 \0$aReinforced concrete construction. =650 14$aAir void analyzer. =650 24$aSampling location. =650 24$aPavement. =650 24$aAir void structure. =650 24$aAir content. =650 24$aSpecific surface. =650 24$aSpacing factor. =700 1\$aWang, Kejin,$eauthor. =700 1\$aSchaefer, Vernon R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101423.htm =LDR 03306nab a2200613 i 4500 =001 JTE101288 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101288$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101288$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLB1075 =082 04$a150$223 =100 1\$aStrauch, E. C.,$eauthor. =245 12$aA Test Fixture for Fully Reversed Axial Fatigue Characterization of Composites /$cE. C. Strauch, C. L. Rachau, K. L. Koudela. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aFatigue of fiber-reinforced polymer matrix composites has been studied exhaustedly over the years. However, most fully reversed fatigue testing has concentrated on flexural fatigue. The resulting stress state through the laminate thickness is non-uniform and as such may give rise to unconservative life estimates. Fully reversed (R=-1) axial testing has not been heavily reported due to the difficulties associated with precluding local or global buckling of the axial specimen. The few reported fully reversed axial tests utilize either cylindrical specimens or fixturing that is very large, expensive to fabricate, and difficult to handle. Herein we report on a simple side support fixture that allows the use of standard ASTM tensile test specimens (D3039 or D638, depending on test material), which are readily prepared. The fixture allows fully reversed axial fatigue testing as well as static baseline compression and residual compression strength characterization. Also presented herein are tension-tension (R=0.1) and fully reversed tension-compression (R=-1) S-N diagrams for an E-glass/epoxy composite. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aComposite. =650 \0$aS-N diagram. =650 \0$aTest fixture. =650 \0$aAxial fatigue. =650 \0$aFully reversed. =650 \0$aResidual strength. =650 \0$aTension-compression. =650 \0$aFatigue. =650 \0$aExhaustion. =650 14$aAxial fatigue. =650 24$aFully reversed. =650 24$aTension-compression. =650 24$aR=-1. =650 24$aComposite. =650 24$aTest fixture. =650 24$aS-N diagram. =650 24$aResidual strength. =700 1\$aRachau, C. L.,$eauthor. =700 1\$aKoudela, K. L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101288.htm =LDR 02923nab a2200529 i 4500 =001 JTE101351 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101351$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101351$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN775 =082 04$a620.1/86$223 =100 1\$aHong, Sung-Tae,$eauthor. =245 12$aA Comparison of Two Crush Test Methods for Honeycombs Under Compression and Shear /$cSung-Tae Hong, Jwo Pan, Tau Tyan, Priya Prasad. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aTwo different crush test methods for aluminum honeycombs under compression and shear loads with respect to the out-of-plane direction are presented in this paper. The honeycomb specimen geometry and the test fixtures for the two test methods are first presented. The combined load method used a test frame with two actuators and the inclined load method employed a multiaxial load cell. The experimental results obtained from the two test methods are presented. The experimental results in terms of the normal crush and shear strengths obtained from the combined and inclined load methods are quite consistent. The experimental results also indicate that under inclined loads, neglecting the constraint force can result in significant error, and the error due to the negligence of the constraint force becomes more pronounced as the inclined loading angle and the in-plane orientation angle increase. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCombined loads. =650 \0$aInclined loads. =650 \0$aAluminum honeycombs. =650 \0$aCompression and shear. =650 \0$aAluminum. =650 14$aAluminum honeycombs. =650 24$aCombined loads. =650 24$aInclined loads. =650 24$aCompression and shear. =700 1\$aPan, Jwo,$eauthor. =700 1\$aTyan, Tau,$eauthor. =700 1\$aPrasad, Priya,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101351.htm =LDR 03954nab a2200589 i 4500 =001 JTE101460 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101460$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101460$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLB1075 =082 04$a150$223 =100 1\$aKim, Y. Richard,$eauthor. =245 10$aDetermination of Price Reduction Factors for Density-Deficient Asphalt Pavements /$cY. Richard Kim, S. Joon Lee, Youngguk Seo, Omar El-Haggan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThis paper presents the research undertaken for the development of price reduction factors for density-deficient asphalt pavements. Performance characteristics included in this study are fatigue cracking and rutting. The following laboratory tests were performed on two North Carolina Superpave mixtures with varying air void contents: (1) axial compression dynamic modulus tests for modulus determination; (2) indirect tension tests for fatigue performance evaluation; (3) triaxial repeated load permanent deformation tests for rutting evaluation; and (4) accelerated pavement tests on laboratory pavement slabs for fatigue and rutting evaluation using the third-scale Model Mobile Loading Simulator (MMLS3). Air void models for the dynamic modulus, fatigue cracking, and rutting were developed using the laboratory test data. These models and the results from the MMLS3 testing were used to develop the price reduction factors for density-deficient asphalt mixtures. In order to determine the effect of deficient density of hot-mix asphalt (HMA) on the performance of asphalt pavement as a system, a computer program called AP4 (Asphalt Pavement Performance Prediction Program) was developed. The algorithm adopted in AP4 for the damage calculation is based on the incremental damage concept and is very similar to that used in the National Cooperative Highway Research Program (NCHRP) 1-37A Mechanistic-Empirical Pavement Design Guide. This program allows the determination of the service life for fatigue cracking and rutting based on the inputs of air void contents in all the HMA layers. Case studies of five density-deficient pavements were conducted, and the price reduction factors were determined. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDensity. =650 \0$aPrice reduction. =650 \0$aFatigue cracking. =650 \0$aPermanent deformation. =650 \0$aFatigue. =650 \0$aExhaustion. =650 14$aPerformance-related specifications. =650 24$aPrice reduction. =650 24$aDensity. =650 24$aFatigue cracking. =650 24$aPermanent deformation. =650 24$aAccelerated pavement testing. =650 24$aMechanistic-empirical pavement design. =650 24$aCumulative damage analysis. =700 1\$aLee, S. Joon,$eauthor. =700 1\$aSeo, Youngguk,$eauthor. =700 1\$aEl-Haggan, Omar,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101460.htm =LDR 03226nab a2200517 i 4500 =001 JTE100961 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100961$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100961$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTF250 =082 04$a625.1/41$223 =100 1\$aKaewunruen, Sakdirat,$eauthor. =245 10$aExperimental Determination of the Effect of Wet/Dry Ballast on Dynamic Railway Sleeper/Ballast Interaction /$cSakdirat Kaewunruen, Alex M. Remennikov. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aAs one of the main components of ballasted railway tracks, the concrete sleeper is a cross-tie beam utilized to dissipate the dynamic axle load from the rails to the ballast and the sub-ballast. It interacts with the ballast support under dynamic conditions. This paper presents the dynamic effect on the in-situ concrete sleeper of ballast in wet and dry states. A panel of concrete sleeper laid on an in-situ railway track, constructed at the University of Wollongong, has been chosen to evaluate its dynamic properties using a modal analysis technique. Since the nature of the ballast itself is to have very high drainage properties, the experiments are focused on both dry and very soaked conditions. The moisture content at the sleeper soffit in the former case is approximately 0 %. In the latter case, the ballast is sprayed using ambient-temperature tap water at the rate of 10 mm/h for half an hour. The average moisture content of the ballast sampled after the modal testing at the soffit of the sleeper is 2.63 %. Modal testing was performed before and after spraying in the frequency range between 0 and 1600 Hz. The modal results representing the dynamic railway sleeper/ballast interactions are highlighted. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aExperiment. =650 \0$aModal testing. =650 \0$aDynamic effect. =650 \0$aWet/dry ballast. =650 \0$aBallast (Railroads) =650 14$aExperiment. =650 24$aDynamic effect. =650 24$aWet/dry ballast. =650 24$aSleeper/ballast interaction. =650 24$aModal testing. =700 1\$aRemennikov, Alex M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100961.htm =LDR 03244nab a2200565 i 4500 =001 JTE101577 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101577$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101577$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA931 =082 04$a531.38$223 =100 1\$aLevenberg, Eyal,$eauthor. =245 10$aInterpretation of Complex Modulus Test Results for Asphalt-Aggregate Mixes /$cEyal Levenberg, Ayesha Shah. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b37 =520 3\$aIn this paper, a slightly different approach than usual is suggested to interpret complex modulus results for asphalt-aggregate mixes. Similar to current/common methods, the proposed analysis "forces" the test data to comply with thermo-rheological simplicity and linear viscoelastic (solid) behavior. However, unlike current methods, use is made of both dynamic modulus and phase angle data to obtain a master curve along with the corresponding time-temperature shifting. This is done by assuming a mathematical expression for the relaxation spectrum instead of an equation for the dynamic modulus master curve. Consequently, better compliance with linear viscoelastic theory is a-priori ensured for all subsequent analyses. Moreover, using the proposed method, conversion of the test results from the frequency domain to the time domain arises as a natural and simple outcome of the procedure which does not require sophisticated inversion techniques that are known to be computationally problematic. Complex modulus test results obtained for three different asphalt mixes are presented and analyzed in order to demonstrate the applicability of the proposed method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPhase angle. =650 \0$aMaster curve. =650 \0$aComplex modulus. =650 \0$aDynamic modulus. =650 \0$aRelaxation spectrum. =650 \0$aLinear viscoelasticity. =650 \0$aElasticity. =650 \0$aViscosity. =650 14$aLinear viscoelasticity. =650 24$aRelaxation spectrum. =650 24$aComplex modulus. =650 24$aDynamic modulus. =650 24$aPhase angle. =650 24$aMaster curve. =700 1\$aShah, Ayesha,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101577.htm =LDR 02394nab a2200529 i 4500 =001 JTE101669 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101669$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101669$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA221 =082 04$a511/.4$223 =100 1\$aDe, P. S.,$eauthor. =245 10$aDevelopment of a Reversible Bending Fatigue Test Bed to Evaluate Bulk Properties Using Sub-Size Specimens /$cP. S. De, C. M. Obermark, R. S. Mishra. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aA non-standard fully reversible bending fatigue test bed of fixed displacement amplitude type was designed. A sub-size sample similar in design to the standard ASTM B593 sample was used to evaluate the high cycle bend fatigue behavior of 7075-T6 sheet specimens. Fatigue life was determined at four stress levels of 300, 240, 220, and 190 MPa at a stress ratio of -1. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aS-N curve. =650 \0$aSub-size specimen. =650 \0$aHigh cycle fatigue. =650 \0$aFatigue test method. =650 \0$aCurve. =650 \0$aApproximation theory. =650 14$aFatigue test method. =650 24$aSub-size specimen. =650 24$aHigh cycle fatigue. =650 24$aS-N curve. =700 1\$aObermark, C. M.,$eauthor. =700 1\$aMishra, R. S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101669.htm =LDR 03587nab a2200541 i 4500 =001 JTE101471 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101471$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101471$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a665.5388$223 =100 1\$aHu, Xiaodi,$eauthor. =245 12$aA Simple and Effective Laboratory Test Device for Measuring Tire-Pavement Contact Pressure /$cXiaodi Hu, Lijun Sun, Sheng Hu, Lubinda F. Walubita. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aFor most mechanistic response analyses of asphalt pavements, the traffic loading between the tire and the pavement is often modeled as a circular contact area with a uniform stress distribution. In reality, the tire-pavement contact pressure is hardly circular or uniformly distributed. In order to more accurately model the pavement responses under traffic loading, it is necessary to measure the actual tire-pavement contact pressure (TPCP) and then use it for pavement mechanistic response analyses. Currently there are a few devices that can be used to measure the TPCP. However, most of these existing devices have some limitations. For example one of the major disadvantages is the fact that the measured data were the pressure between the tire and a steel plate, and not between the tire and the asphalt pavement. For accurate TPCP measurements in this paper, a simple and effective static laboratory test device was developed. One of the features of this device is that the pressure sensors were inserted and suspended within the asphalt slab and the top of the sensors were kept flush with the surface at the interface with the tire. This enabled the true TPCP between the tire and the asphalt surface to be measured. Additionally, the device is relatively easy to set up and conduct the tests. Thus far, the laboratory measured TPCP results with this static test device were reasonably consistent with existing theories and assumptions about modeling the TPCP and pavement mechanistic responses. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTire-pavement. =650 \0$aAsphalt pavement. =650 \0$aContact pressure. =650 \0$aStatic measuring device. =650 \0$aAsphalt. =650 \0$aBituminous materials. =650 14$aAsphalt pavement. =650 24$aTire-pavement. =650 24$aContact pressure. =650 24$aStatic measuring device. =700 1\$aSun, Lijun,$eauthor. =700 1\$aHu, Sheng,$eauthor. =700 1\$aWalubita, Lubinda F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101471.htm =LDR 03620nab a2200529 i 4500 =001 JTE101443 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101443$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101443$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1075 =082 04$a621.8/9$223 =100 1\$aGanesh Narayanan, R.,$eauthor. =245 10$aInfluence of Friction in Simple Upsetting and Prediction of Hardness Distribution in a Cold Forged Product /$cR. Ganesh Narayanan, M. Gopal, A. Rajadurai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aPredicting inhomogeneous deformation in any forging process will definitely be helpful in deciding the tool, billet material, lubrication, annealing sequences, and number of stages to make products. In this work, the influence of varied friction conditions on the hardness and effective strain variation during simple upsetting is studied. Also, hardness variation in a typical cold forging process is predicted by relating hardness and effective strain evolution in a simple upsetting operation empirically. Four different lubricants, viz., castor oil (m=0.33), soap (m=0.25), grease (m=0.2), teflon (m=0.16), are considered for experimentation. The friction factors of these lubricants were obtained from a Ring Compression Test (RCT) and are used in FE simulations of upsetting and forging operations. It is found from the analyses that: (1) Teflon shows relatively less variation in hardness and effective strain depicting homogeneous upsetting operation, whereas other lubricants show a larger variation in hardness and effective strain in radial and axial directions; (2) hardness is observed to vary linearly with effective strain; (3) the empirical relationship between hardness and effective strain obtained from a simple upsetting operation, which is common for all the lubricants, predicts the hardness distribution during the forging-extrusion process with moderate accuracy. This depends on the interface friction conditions, i.e., solid and semi-solid lubricants with better holdability like Teflon and soap show good correlation between experimental and predicted hardness values than liquid lubricant, i.e., castor oil. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aForging. =650 \0$aForming. =650 \0$aHardness. =650 \0$aLubricant. =650 \0$aLubrication and lubricants. =650 \0$aGrease. =650 14$aForging. =650 24$aForming. =650 24$aHardness. =650 24$aLubricant. =700 1\$aGopal, M.,$eauthor. =700 1\$aRajadurai, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101443.htm =LDR 03883nab a2200529 i 4500 =001 JTE101496 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101496$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101496$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS156 =082 04$a658.5/62/021873$223 =100 1\$aBeges, Gaber,$eauthor. =245 10$aInformation Extraction from Interlaboratory Comparison in Testing-Temperature Measurement in the Black Test Corner /$cGaber Beges, Hans Dalsgaard Jensen, Janko Drnovsek. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThis paper presents extraction of information from results of an interlaboratory comparison in testing, which was performed in the scope of the 5th Framework Program-INCOLAB (INitiative and CO-ordination to prepare LABoratories in Newly Associated States for full implementation of the (LVD) Low-Voltage Directive) project. The comparison covers all the requirements of classical proficiency testing, but also adds metrological aspects in order to improve the outcome of such tests, which is new in the field of interlaboratory comparisons in testing of electric safety. The objective was to show differences in methods and measurements in the black test corner (BTC, which is one of the tests required by the LVD directive standards), when performing the conformity assessment. A digital convection oven and a cooker were chosen as representative samples for comparison. Different shapes of samples were used to put forward understanding and application of the standard requirements. Additionally, the temperature artifact was used for comparison of the BTCs of different participating laboratories. All participating laboratories in this intercomparison were requested to follow the basic instructions given in the technical protocol, applying their everyday test procedure. Results showed a few problematic areas in safety testing. The entire intercomparison proved that in general, and for LVD in particular, better specification for BTCs as an example for a complex measuring instrument is required. Additional information about test samples was also obtained. The concern arising is that a product can be placed on the EU market with the conformity assessment activity support of testing laboratories with quite different measurement capabilities. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSafety testing. =650 \0$aConformity assessment. =650 \0$aMeasurement & testing. =650 \0$aManufactures$xQuality control$xStandards. =650 \0$aQuality control$xStandards. =650 14$aInterlaboratory comparison. =650 24$aMeasurement & testing. =650 24$aLVD. =650 24$aSafety testing. =650 24$aConformity assessment. =700 1\$aJensen, Hans Dalsgaard,$eauthor. =700 1\$aDrnovsek, Janko,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101496.htm =LDR 02845nab a2200529 i 4500 =001 JTE101196 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101196$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101196$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA347.F5 =082 04$a620.001/51825$223 =100 1\$aWang, Bing,$eauthor. =245 10$aComputational Modeling of the Lateral Load Transfer Capacity of Rimboard /$cBing Wang, Xiaoqin Liu, F. Lam. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThis paper evaluates the performance of structural composite lumber in terms of lateral load transfer capacity in rimboard application from the perspective of computational modeling with the finite element method (FEM). Computational modeling is effective at predicting and evaluating performance of structural composite lumber as rimboard. It provides insight into the system behavior of floor assembly and demonstrates that with the current test setup, as stipulated in the AC124 standard, the lateral load transfer capacity of rimboard may be overestimated if the vertical restraints in real buildings are not as stiff as the hold-down device used in the laboratory. Two solutions are proposed to improve the test setup to yield more reliable evaluation of lateral load transfer capacity of rimboard. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRimboard. =650 \0$aFinite element method. =650 \0$aComputational modeling. =650 \0$aFinite element analysis. =650 \0$aEngineering mathematics. =650 14$aStructural composite lumber. =650 24$aRimboard. =650 24$aLateral load transfer capacity. =650 24$aFinite element method. =650 24$aComputational modeling. =700 1\$aLiu, Xiaoqin,$eauthor. =700 1\$aLam, F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101196.htm =LDR 03352nab a2200553 i 4500 =001 JTE101399 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101399$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101399$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA347.F5 =082 04$a620.001/51825$223 =100 1\$aMorgan, G. C. J.,$eauthor. =245 10$aIn situ Monitoring of Pavement Stresses on the A1 in Switzerland /$cG. C. J. Morgan, L. D. Poulikakos, M. Arraigada, M. N. Partl, R. Muff. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aA large number of sensors installed as part of the European cooperative project, Eureka Logchain Footprint, are used to examine the effects of individual vehicles on the road pavement and the environment. The weigh-in-motion data recorded at the Footprint Monitoring Site near Lenzburg, Switzerland are analyzed and figures are presented which describe the nature of the traffic experienced at the monitoring site. The weigh-in-motion data are matched to data from a prototype stress-in-motion sensor from the same site and the two datasets are compared. The ability of the stress-in-motion sensor to record the contact stress distribution is discussed and procedures are proposed for describing the shape of the distribution using a relatively small number of parameters. A method for quantifying distribution shape in terms of an "m"-ness value is proposed. A finite element model of the road is constructed, validated, and used to predict the stresses and strains in the pavement related to particular contact stress distributions. It is demonstrated that, for all but the heaviest tires, the shape of the stress distribution has a significant effect on the stresses and strains within the pavement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWeigh-in-motion. =650 \0$aStress-in-motion. =650 \0$aIn situ monitoring. =650 \0$aFinite element modeling. =650 \0$aFinite element analysis. =650 \0$aEngineering mathematics. =650 14$aStress-in-motion. =650 24$aWeigh-in-motion. =650 24$aIn situ monitoring. =650 24$aFinite element modeling. =700 1\$aPoulikakos, L. D.,$eauthor. =700 1\$aArraigada, M.,$eauthor. =700 1\$aPartl, M. N.,$eauthor. =700 1\$aMuff, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101399.htm =LDR 03288nab a2200529 i 4500 =001 JTE101461 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101461$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101461$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1710 =082 04$a677.11$223 =100 1\$aNamligöz, E. S.,$eauthor. =245 10$aEvaluation of Finishing Processes for Linen Fabrics Using the Kawabata Evaluation System /$cE. S. Namligöz, M. I. Bahtiyari, A. E. Körlü, S. ßoban. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aThe main problems of linen textiles are roughness, stiffness, and wrinkling tendency. To solve these problems, different finishing processes are necessary. The aim of this study is to investigate the effects of different finishing processes such as enzymatic treatment with cellulases, softening process with micro-silicone softener, and wrinkle resistance treatment with modified-DMDHEU (dimethyloldihydroxyethyleneurea), on the mechanical properties of linen fabric. The bio-polishing of linen fabrics was performed in laboratory type exhausting machine. The softening and wrinkle resistance processes were realized with laboratory padder for impregnation and laboratory stenter for drying and curing. The Kawabata Evaluation System was used to test tensile, bending, and shearing properties of linen fabric treated with different finishing processes. Moreover, the wrinkle recovery angles (WRAs) of untreated and treated samples were also investigated according to DIN 53890. It was found that the bio-polishing process is important like softening processes in accordance with the softness feel of linen fabric. While the WRA of the treated fabrics had increased, the mechanical properties (tensile, shear, and bending) of fabrics did not change significantly. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSoftening. =650 \0$aBio-polishing. =650 \0$aWrinkle resistance. =650 \0$aLinen. =650 14$aKawabata evaluation system. =650 24$aWrinkle resistance. =650 24$aLinen. =650 24$aBio-polishing. =650 24$aSoftening. =700 1\$aBahtiyari, M. I.,$eauthor. =700 1\$aKörlü, A. E.,$eauthor. =700 1\$aßoban, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101461.htm =LDR 03208nab a2200517 i 4500 =001 JTE101506 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101506$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101506$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA901 =082 04$a693.5$223 =100 1\$aZhou, Qinghua,$eauthor. =245 10$aMeasurements with a New Peel Adhesion Test on Waterproof Membranes Used on Concrete Bridge Decks /$cQinghua Zhou, Qinwu Xu, Zhanjun Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aInterface adhesion is one of the critical performance criteria to evaluate the engineering properties of the waterproof membrane (WM) used on concrete bridge decks. The standardized methods such as the ones specified by ASTM have provided guidance to conduct interface adhesion tests. However, these methods are not specially designed for a WM used on concrete bridge decks, and ASTM D3359 is a qualitative test for evaluation of peel strength. Meanwhile, the interface adhesion is affected by a myriad of sophisticated field conditions. Accordingly, this research investigates the interface adhesion strength of the WM using a new 90° peel test. Laboratory and field tests were conducted in which the influences of peeling speed, use of subcoat, and construction temperature were taken into account. The four-point bending fatigue test on a WM was designed to account for the influences of repeated vehicle loadings on adhesion strength. Test results indicate that peel strength increases with increasing peeling speed, while it increases initially and then decreases with increasing the construction temperature of the WM and the content of subcoat. It is also found that peel strength has a linear log-log relationship with fatigue loading cycles. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPeel strength. =650 \0$aWaterproof membrane. =650 \0$aWaterproofing. =650 \0$aCoating processes. =650 \0$aBridge. =650 14$aWaterproof membrane. =650 24$aBridge. =650 24$aPeel strength. =650 24$aTest. =700 1\$aXu, Qinwu,$eauthor. =700 1\$aZhang, Zhanjun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101506.htm =LDR 03200nab a2200553 i 4500 =001 JTE101051 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101051$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101051$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1115 =082 04$a676/.28/027$223 =100 1\$aChemak, Chokri,$eauthor. =245 10$aDouble Watermarking and Turbo Coding for Robust Image Watermarking /$cChokri Chemak, Mohamed Salim Bouhlel, Jean Christophe Lapayre. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b46 =520 3\$aThis paper is an attempt to describe the concept of double watermarking. The latter term refers to a new watermarking scheme based on embedding a mark (signature) in both spatial and multiresolution domains. This scheme is able of embedding 2000 bits of mark in medical images with dimensions 256 by 256 pixels. Experiments on a database of 30 medical images indicate the watermarks are robust to noises, filter attacks, JPEG compression, and cropping. For the purpose of increasing the image watermarking robustness against attacks of an image transmission and to perform a large number of bits to hide into images we encode with a turbo code an image-embedded mark. Fidelity of images is improved by incorporation of the relative peak signal-to-noise ratio as a perceptual metric to measure image degradation. We demonstrate by some experimental results that this unit of measurement is the best distortion metric which is correlated with the human visual system to evaluate the quality of images after the watermarking process. We show that each of these three components improves performance substantially. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRobustness. =650 \0$aTurbo code. =650 \0$aSpatial field. =650 \0$aDouble watermarking. =650 \0$aMulti-resolution field. =650 \0$aWatermarks. =650 14$aDouble watermarking. =650 24$aMulti-resolution field. =650 24$aSpatial field. =650 24$aTurbo code. =650 24$aRPSNR. =650 24$aRobustness. =700 1\$aBouhlel, Mohamed Salim,$eauthor. =700 1\$aLapayre, Jean Christophe,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101051.htm =LDR 03147nab a2200541 i 4500 =001 JTE10329J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10329J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10329J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA775 =082 04$a621.8$223 =100 1\$aHamid, AA.,$eauthor. =245 10$aDirect Modeling of Concrete Block Masonry Under Shear and In-Plane Tension /$cAA. Hamid, BE. Abboud. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA better understanding of the complex behavior of masonry structures is necessary to embrace the more appropriate concept of ultimate strength design. Owing to the prohibitive cost of full-scale testing of masonry systems, a more economical method utilizing direct modeling techniques is proposed. It is the objective of this study to evaluate the use of direct modeling of ungrouted and grouted block masonry under shear and in-plane tension. A total of 62 quarter-scale model shear and tension specimens were tested, and the results were compared with similar prototype test results. The study includes the effect of mortar strength, grout strength, and load orientation on the assemblage mode of failure and ultimate strength. Correlations between model and prototype results are performed. Excellent correlations were obtained for mode of failure and the overall effects of different parameters. It is concluded that direct modeling is feasible and is capable of predicting the behavior of masonry. Deviations from prototype strength results were observed that are attributed to size effect of aggregate, imperfections in unit geometry, and higher strength values of model blocks. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMortar. =650 \0$aShear tension. =650 \0$aMasonry models. =650 \0$aGrouting. =650 \0$aConcrete blocks. =650 \0$aDirect modeling. =650 14$aConcrete blocks. =650 24$aDirect modeling. =650 24$aShear tension. =650 24$aGrouting. =650 24$aMortar. =650 24$aMasonry models. =700 1\$aAbboud, BE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10329J.htm =LDR 02452nab a2200493 i 4500 =001 JTE10328J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10328J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10328J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aReinhart, FW.,$eauthor. =245 10$aAnalysis of Service Failures in Thermoplastic Pressure Piping Water Systems /$cFW. Reinhart, FJ. Furno. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aInvestigators into failures of installed thermoplastic water piping systems often do not have sufficient knowledge of the types or classes of failure and their causes to make a proper analysis of problems in this area because of the newness of thermoplastic piping. The authors, who have had extensive detailed and long-term experience in this field (40 and 28 years respectively), decided it would be helpful to users, manufacturers, installers, piping engineers, code officials, and other interested parties if a concise treatment of this topic was presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWater systems. =650 \0$aPiping failures. =650 \0$aThermoplastic. =650 \0$aThermoplastic composites. =650 \0$aThermoplastic piping. =650 14$aThermoplastic piping. =650 24$aWater systems. =650 24$aPiping failures. =700 1\$aFurno, FJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10328J.htm =LDR 01890nab a2200493 i 4500 =001 JTE10331J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10331J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10331J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD756 =082 04$a628.3/54$223 =100 1\$aHwang, R.,$eauthor. =245 10$aSimple Analysis of Gluconate in Cleaner /$cR. Hwang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aTwo simple methods of gluconate analysis in a cleaner are described:. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIodometric method. =650 \0$aNeutralization method. =650 \0$aSodium thiosulphate. =650 \0$aPeriodic acid. =650 \0$aPeriodate. =650 14$aIodometric method. =650 24$aNeutralization method. =650 24$aPeriodate. =650 24$aPeriodic acid. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10331J.htm =LDR 02606nab a2200601 i 4500 =001 JTE10330J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10330J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10330J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP811.5 =082 04$a620.1/404299$223 =100 1\$aSargent, PM.,$eauthor. =245 12$aA Better Way to Present Results from a Least-Squares Fit to Experimental Data :$bAn Example from Microhardness Testing /$cPM. Sargent. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aFitting a straight line to data using the least-squares method is very often the method of choice when presenting experimental results. When there are a number of sets of data, each with its fitted line, it can be difficult at first to appreciate the meaning of the results. Also, parameters calculated from least-squares fits are often quoted without estimates of accuracy, even when the original data contain considerable scatter. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHardness. =650 \0$aISE index. =650 \0$aIndentation. =650 \0$aSize effect. =650 \0$aMicrohardness. =650 \0$aError ellipsoids. =650 \0$aCeramics plasticity. =650 \0$aMicroindentation. =650 \0$aCeramography. =650 \0$aIndustrial microscopy. =650 14$aMicrohardness. =650 24$aMicroindentation. =650 24$aSize effect. =650 24$aISE index. =650 24$aHardness. =650 24$aIndentation. =650 24$aError ellipsoids. =650 24$aCeramics plasticity. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10330J.htm =LDR 02416nab a2200505 i 4500 =001 JTE10327J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10327J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10327J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH1065 =082 04$a677.689$223 =100 1\$aWhite, RH.,$eauthor. =245 13$aAn Empirical Model for Predicting Performance of Fire-Resistive Coatings in Wood Construction /$cRH. White. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b43 =520 3\$aCurrently used fire-retardant coatings for wood products reduce flame spread; they are not designed specifically to provide fire resistance. Fire-resistive coatings designed for steel and foam plastics generally are not recommended for wood. However, these fire-resistive coatings have been tested for their ability to improve the fire resistance of plywood. We have developed an empirical model for predicting the fire-resistance performance of fire-resistive-coated wood based on these small nonload-bearing fire-resistance tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aPlywood. =650 \0$aFire resistance. =650 \0$aFire-resistive coatings. =650 \0$aFire endurance. =650 14$aFire-resistive coatings. =650 24$aWood. =650 24$aFire endurance. =650 24$aFire resistance. =650 24$aPlywood. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10327J.htm =LDR 02721nab a2200517 i 4500 =001 JTE10325J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10325J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10325J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126$223 =100 1\$aNaumenko, VP.,$eauthor. =245 10$aDetermination of Fracture Toughness for Brittle Nonmetallic Materials at the Subcritical Crack Growth Stage /$cVP. Naumenko. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aIn addition to the KIc characteristics of such brittle materials as glass-like and ceramic ones, it is proposed to determine the values of KIo and KIi, corresponding to the crack onset and the beginning of the accelerated stage of its subcritical growth. An experimental method has been developed: to grow a given edge crack in a flat specimen, to determine the values of KIo and KIi by loading this specimen in transverse compression and then, in the course of eccentric tension (wedging) of the same specimen, to evaluate the KIc characteristics. The validity of the KIo, KIi and KIc values obtained for glass and polymethyl methacrylate (PMMA) is confirmed by their comparison with the data published. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture toughness. =650 \0$aStress intensity factors. =650 \0$aSubcritical crack growth. =650 \0$aFracture. =650 \0$aFracture mechanism. =650 \0$aToughness. =650 14$aFracture toughness. =650 24$aFracture toughness testing. =650 24$aSubcritical crack growth. =650 24$aStress intensity factors. =650 24$aBrittle nonmetallic materials. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10325J.htm =LDR 02923nab a2200505 i 4500 =001 JTE10324J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10324J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10324J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126$223 =100 1\$aToor, PM.,$eauthor. =245 10$aReferences and Conference Proceedings Towards the Understanding of Fracture Mechanics /$cPM. Toor, CM. Hudson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe study of the structural integrity of components using fracture mechanics has become an integral part of new designs and is being used to reevaluate old designs. ASTM Subcommittee E24.06, concerned with the application of fracture mechanics to real hardware, is dedicated to the education of its members in the areas of fracture application. As a first step, a list of basic references towards the understanding of fracture mechanics has been compiled. Textbooks, ASTM Special Technical Publications (STPs), ASTM standards, national and international journals, symposia and conferences, and basic references in the development of fracture toughness, stress intensity factors, fatigue crack growth, fracture testing, fracture of brittle materials, and fractography are listed by sections in chronological order. This is a first effort by Subcommittee E24.06 to compile the references; an update will include brief abstracts/descriptions of the references. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture mechanics. =650 \0$aFatigue crack growth. =650 \0$aFracture application. =650 \0$aFracture mechanism. =650 \0$aStress intensity. =650 \0$aFracture mechanics$xMathematical models. =650 14$aFracture mechanics. =650 24$aFracture application. =650 24$aFatigue crack growth. =700 1\$aHudson, CM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10324J.htm =LDR 03095nab a2200493 i 4500 =001 JTE10326J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10326J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10326J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA479.S7 =082 04$a620.1/7$223 =100 1\$aLoria, EA.,$eauthor. =245 10$aInterpretive Report on the Sensitization of Type 304 Stainless Steel /$cEA. Loria. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aWhen Type 304 stainless steel is sensitized by a thermal treatment in the range of 400 to 850°C, intergranular attack will occur upon subsequent exposure to certain media. Interest in the sensitization behavior of Type 304 has been rekindled by the recurrent problem of pipe cracking in boiling water reactors, and the subject is of major importance to the electric power utility industry. In many practical situations, such as welding, sensitization is best studied by continuous cooling through the sensitizing temperature range wherein the variables are the peak temperature reached and the cooling rate in contrast to temperature and time of the isothermal hold which has been the customary practice. This report will focus on the importance of continuous cooling sensitization in certain heats of Type 304 with changing section size. A review of the test methods that assess intergranular corrosion and the effort to quantify degree of sensitization upon Jominy testing of bar, strip, and pin specimens or Gleeble-type testing of small rods will be presented. The major influence of carbon content and the effects of other elements will be discussed along with material remedies and suggestions for future work. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSensitization. =650 \0$aIntergranular corrosion. =650 \0$aType 304 stainless steel. =650 \0$aEngineering design. =650 \0$aBuilding materials. =650 \0$aSteel. =650 14$aType 304 stainless steel. =650 24$aSensitization. =650 24$aIntergranular corrosion. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10326J.htm =LDR 02586nab a2200469 i 4500 =001 JTE11777J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11777J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11777J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.E9 =082 04$a690$223 =100 1\$aZafran, JB.,$eauthor. =245 10$aInfluence of Substrate Deformations on the Thermal Fatigue Life of SMT Solder Joints /$cJB. Zafran, BI. Sandor. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aPreviously published expressions based on life data for bulk solder are used in this paper to calculate the number of thermal cycles to failure of the solder joints of leadless chip carriers attached to various substrates. The devices used by Hall in thermal chamber cycling and power cycling are chosen for analysis. The values of deformations in terms of shear strain range and total mismatch are presented and compared. The fatigue lives of the solder joints are predicted based on the deformation data, the test conditions, and the Coffin-Manson expression. Attempts are made to correct some crucial differences in previous work or to fill in for missing information. The resulting predictions are explained according to the specific models used. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLife prediction. =650 \0$aSubstrate deformations. =650 \0$aJoints (Engineering) =650 14$aSMT solder joints. =650 24$aLife prediction. =650 24$aSubstrate deformations. =700 1\$aSandor, BI.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11777J.htm =LDR 03335nab a2200529 i 4500 =001 JTE11787J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11787J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11787J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP245.F6 =082 04$a543/.56$223 =100 1\$aBrice, JL.,$eauthor. =245 10$aAnalysis of Jet Fuel Thermal Oxidation Deposits by Spectral Fluorometric Technique /$cJL. Brice. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aThe Jet Fuel Thermal Oxidation Test (JFTOT) is a widely used ASTM test procedure that evaluates the thermal stability of a fuel. It is evidenced by the fuel's resistance to undergo any chemical changes during increased thermal oxidative stress, until such time that a thermal breakpoint temperature is reached. A characteristic trace of the fuel is then deposited onto an aluminum test coupon and the fuel is rated on a pass/fail books relative to industry standards. Current rating systems approved by the industry for evaluating these tube deposit formations often fail to generate repeatable rating results. The required visual inspection of these deposit areas produces considerable uncertainty among many reviewers (due to a host of uncontrolled variables within the human observer). This paper will focus on the needs of the industry for an improved method of evaluating jet fuel thermal oxidation deposits using laser-induced spectral flourometry (SF). A novel device for reading these tube deposit areas from the cylindrical surface of an aluminum test coupon will be described as well. The overall technique yields an array of objective criteria for the evaluation of heater tube deposit areas and shows great potential for the identification of individual jet fuels on the basis of their fluorescent profiles. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJet fuels. =650 \0$aTest coupon. =650 \0$aTube deposit area. =650 \0$aFluorescent profile. =650 \0$aFluorescent probes. =650 \0$aFluorescence spectroscopy. =650 14$aJet Fuel Thermal Oxidation Test (JFTOT) =650 24$aJet fuels. =650 24$aTest coupon. =650 24$aTube deposit area. =650 24$aLaser-induced spectral fluorometry (SF) =650 24$aFluorescent profile. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11787J.htm =LDR 02658nab a2200529 i 4500 =001 JTE11785J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11785J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11785J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aCC79.E85 =082 04$a930.1$223 =100 1\$aLiu, KC.,$eauthor. =245 12$aA Mechanical Extensometer for High-Temperature Tensile Testing of Ceramics /$cKC. Liu, JL. Ding. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aDesign and development of a simple mechanical strain extensometer for high-temperature tensile testing of ceramic materials are described. The extensometer uses the lever-arm concept to proportionally reproduce the displacements of fiducial gage marks defined on a specimen. Various potential errors in strain measurement associated with the kinematics of this mechanical extensometer are analyzed and estimated. The extensometer exhibits a resolution of 5 microstrain (??) and good long-term stability under moderate changes of ambient temperature. Limited results of simple isothermal creep tests on silicon nitride tensile specimens are presented to demonstrate the effectiveness of the device. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep strain. =650 \0$aExtensometer. =650 \0$aTensile testing. =650 \0$aHigh temperature. =650 \0$aStrain measurement. =650 \0$aCeramics$vAnalysis. =650 14$aExtensometer. =650 24$aStrain measurement. =650 24$aCreep strain. =650 24$aTensile testing. =650 24$aHigh temperature. =700 1\$aDing, JL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11785J.htm =LDR 03234nab a2200577 i 4500 =001 JTE11776J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11776J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11776J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aMakabe, C.,$eauthor. =245 12$aA Detection Method of Fatigue Crack Initiation by Analyzing Strain Waveform /$cC. Makabe, S. Nishida, H. Kaneshiro. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aA detection method of fatigue crack initiation at some weak section of machine equipment during operation is examined using a partial-notched specimen. The waveform of the strain function composed of strains in the vicinity of the partial notch was observed successionally. It is found that such strain waveform changes its figure at the time when the crack length is 1 mm, due to the crack closure behavior. Therefore, in this experiment, the crack initiation could be detected when the crack length is about 1 mm. Since the engineering crack initiation size is frequently taken to be 1 mm, the present method of detecting crack initiation can be applied to real machine equipment. Also, this waveform was analyzed with FFT (Fast Fourier Transformation). Power spectrum density of the waveform varies immediately after the crack length reaches 1 mm. Furthermore, the figure of the coherence of two waveforms composed of the same strains clearly varies at the same crack length of 1 mm. Thus, it is thought that the engineering size crack initiation can be detected by the analysis of the strain waveform. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWaveform. =650 \0$aDetecting. =650 \0$aCrack initiation. =650 \0$aEngineering crack size. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFatigue. =650 24$aDetecting. =650 24$aCrack initiation. =650 24$aEngineering crack size. =650 24$aStrain interference method. =650 24$aWaveform. =650 24$aFFT (Fast Fourier Transformation) =700 1\$aNishida, S.,$eauthor. =700 1\$aKaneshiro, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11776J.htm =LDR 03259nab a2200577 i 4500 =001 JTE11786J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11786J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11786J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a624.151$223 =100 1\$aFwa, TF.,$eauthor. =245 10$aCompaction of Asphalt Mixtures for Laboratory Testing :$bEvaluation Based on Density Profile /$cTF. Fwa, BH. Low, SA. Tan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aCylindrical specimens are commonly used in laboratory testing of asphaltic paving mixtures. This paper describes a study that examined the influence of different compaction methods on the resulted density distributions of cylindrical specimens using a laboratory twin-probe nuclear density gage. Two common sizes of 102 mm (4 in.) cylindrical specimens, namely 64-mm (2.5-in.) high Marshall-size specimens, and 200-mm (7.87-in.) high triaxial test specimens, were considered in the test program. Four compaction methods were studied: drop-hammer compaction, kneading compactions, single-plunger compression, and double-plunger compression. In the case of 200-mm-tall specimens, the effect of compaction in layers was also examined. Test results show that, except for the kneading compaction method, the other three methods could all produce 64-mm-tall Marshall-size specimens of relatively uniform density distributions with density variation within 0.05 g/cm3. For 200-mm-tall specimens, only the double-plunger compression method was able to produce specimens with density distribution of similar uniformity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDensity profile. =650 \0$aAsphalt mixtures. =650 \0$aCompaction methods. =650 \0$aDensity measurement. =650 \0$aUnclear density gage. =650 \0$aCylindrical specimens. =650 \0$aAsphalt. =650 \0$aAsphalt content. =650 14$aDensity measurement. =650 24$aDensity profile. =650 24$aUnclear density gage. =650 24$aAsphalt mixtures. =650 24$aCompaction methods. =650 24$aCylindrical specimens. =700 1\$aLow, BH.,$eauthor. =700 1\$aTan, SA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11786J.htm =LDR 02963nab a2200469 i 4500 =001 JTE11778J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11778J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11778J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/126$223 =100 1\$aLiu, H.,$eauthor. =245 13$aAn Advanced Control Concept and Algorithm for Long-Term Data Acquisition in High-Temperature Fracture Mechanics Tests /$cH. Liu, B. Dogan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aAn advanced control concept and algorithm are developed for real-time, computer-driven data acquisition and control in long-term high-temperature fracture mechanics tests. The control concept and algorithm provide a comprehensive and reliable solution for problem posed by data acquisition, reduction compression, and control during long-term measurements. A new software developed on the basis of the algorithm enables simultaneous data acquisition and control at multiple parallell-running testing machines in real-time. The data acquired using the software exhibit the statistic characteristics that are reasonable and acceptable for long-term fracture mechanics tests. The algorithm also makes it possible to run other programs parallel with ongoing data acquisition and control processes so that the capacity of the applied computer may be used more effectively. The structure of the software is designed in a user-oriented style so that users can readily apply it along with related measurement instruments and computer systems to perform data acquisition, processing, and control. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aData acquisition. =650 \0$aFracture mechanics tests. =650 \0$aFracture mechanics. =650 14$aData acquisition. =650 24$aControl concept and algorithm. =650 24$aFracture mechanics tests. =700 1\$aDogan, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11778J.htm =LDR 02341nab a2200493 i 4500 =001 JTE11790J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11790J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11790J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.9.U83 =082 04$a005.7$223 =100 1\$aMo, YL.,$eauthor. =245 10$aStatic Structural Integrity Monitoring System /$cYL. Mo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aUsing graphical user interface (GUI) and a database management system, the system described here monitors the structural integrity of industrial buildings. This paper examines the nature of GUI design as practiced in the computer industry and its suitability for application of monitoring structural integrity. The GUI design, database management, graphical editing, and implementation of the load monitoring system are presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLoad monitoring. =650 \0$aDatabase management. =650 \0$aStructural integrity. =650 \0$aGraphical user interfaces (Computer systems) =650 \0$aInterfaces graphiques (Informatique)$xDesign. =650 14$aLoad monitoring. =650 24$aGraphical user interface (GUI) =650 24$aDatabase management. =650 24$aStructural integrity. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11790J.htm =LDR 03045nab a2200613 i 4500 =001 JTE11775J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11775J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11775J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aRinnovatore, JV.,$eauthor. =245 10$aEmbrittlement of an AISI 8640 Lower Bainite Steel /$cJV. Rinnovatore, KF. Lukens, J. Reinhold, W. Mahon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aA study was performed to determine the cause of an abnormally low fracture toughness of an AISI 8640 resulfurized steel. The embrittlement effects of phosphorus and arsenic on this steel heat-treated to a lower bainitic structure were studied by employing fracture toughness tests, Charpy impact tests, X-ray fluorescent spectroscopy, and scanning electron microscopy (SEM). The results showed that the steel was embrittled by phosphorus at prior austenite gram boundaries in a manner similar to the tempered martensite embrittlement (TME) phenomenon. Arsenic is also believed to be involved in the embrittlement effect, specifically as related to producing a reduction in the upper shelf Charpy impact energy. Embrittlement was manifested by a reduced fracture toughness, an increase in the Charpy transition temperature, and intergranular fracture. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aArsenic. =650 \0$aBainite. =650 \0$aPhosphorus. =650 \0$aCharpy impact. =650 \0$aEmbrittlement. =650 \0$aFracture toughness. =650 \0$aTransition temperature. =650 \0$aFracture mechanics. =650 14$aEmbrittlement. =650 24$aFracture toughness. =650 24$aCharpy impact. =650 24$aTransition temperature. =650 24$a8640 alloy steel. =650 24$aPhosphorus. =650 24$aArsenic. =650 24$aBainite. =700 1\$aLukens, KF.,$eauthor. =700 1\$aReinhold, J.,$eauthor. =700 1\$aMahon, W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11775J.htm =LDR 03364nab a2200577 i 4500 =001 JTE11783J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11783J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11783J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5415.153 =082 04$a658.5$223 =100 1\$aRadford, DW.,$eauthor. =245 10$aMetallized Microballoon Filled Composite EMI Shielding Materials /$cDW. Radford, BC. Cheng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe need for lightweight, formable materials that can conduct elasticity and shield against electromagnetic interference (EMI) is widespread. Applications ranging from modeled cases for terrestrial electronics to shielding systems for metallize can benefit from such tailorable, lightweight conductive materials. This paper explores the possibility of creating a new family of ultra-lightweight conductive shield materials using metallized microballoons as a conductive filler material. The conductive costings investigated include gold, silver, and aluminum on ceramic microballoons in an epoxy matrix. Factors influencing the electrical conductivity are discussed, and the shielding performance is tested using X-band microwave transmission measurements and anechoic shielding effectiveness testing. Variables available that have the potential to allow application specific tailoring of the shielding material are described. Initial findings are discussed and performance is related to the microballoon volume fraction and costing materials. Results indicate that shield densities significantly below 1.0 g/cm2 are possible, with electrical surface resistivities approaching these of common metals. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMicroballoons. =650 \0$aSystematic foam. =650 \0$aAnechoic chamber. =650 \0$aX-band microwave. =650 \0$aComposite masterials. =650 \0$aMetallized microballoons. =650 \0$aComposites. =650 14$aComposite masterials. =650 24$aMicroballoons. =650 24$aMetallized microballoons. =650 24$aMetallized bollow microspheres. =650 24$aSystematic foam. =650 24$aAnechoic chamber. =650 24$aElectromagnetic interference (EMI) shielding. =650 24$aX-band microwave. =700 1\$aCheng, BC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11783J.htm =LDR 02834nab a2200589 i 4500 =001 JTE11780J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11780J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11780J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5415.153 =082 04$a658.5$223 =100 1\$aLittle, RE.,$eauthor. =245 10$aMean Stress Diagrams for Composites Generated Using a Modified Up-and-Down Test Methodology :$bPart I-Extensive Preliminary Data /$cRE. Little. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aConstant-stress-amplitude axial-load fatigue tests were conducted to generate mean stress data for notched and unnotched specimens of a thermoplastic composite material with 40% (by weight) randomly oriented continuous-strand glass in a polypropylene matrix. Maximum likelihood point and interval estimates for the median fatigue strengths at 107 cycles were computed for four stress ratios R (-1.0, -0.2, +0.2, and +0.6) based on tests conducted following a modified small sample up-and-down methodology appropriate when extensive preliminary data are available to aid in test planning. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aUp-and-down testing. =650 \0$aMean stress diagrams. =650 \0$aMedian fatigue strength. =650 \0$aWorking stress diagrams. =650 \0$aAllowable stress diagrams. =650 \0$aMinimum variance strategy. =650 \0$aComposites. =650 \0$aComposite materials. =650 14$aMean stress diagrams. =650 24$aWorking stress diagrams. =650 24$aAllowable stress diagrams. =650 24$aFatigue. =650 24$aMedian fatigue strength. =650 24$aUp-and-down testing. =650 24$aMinimum variance strategy. =650 24$aComposites. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11780J.htm =LDR 03160nab a2200601 i 4500 =001 JTE11788J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11788J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11788J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1 =082 04$a620.6$223 =100 1\$aFortson, BH.,$eauthor. =245 10$aCharacterization of Hypervelocity Impact Debris :$bNaval Research Laboratory Tests /$cBH. Fortson, JE. Winter. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aCharacterization of debris from hypervelocity impact events is an important prerequisite for analytical or empirical predictive modeling of those events. One feature of a useful model would be its ability to predict the characteristics of the debris cloud produced by the impact, and this feature cannot be evaluated without a body of test data with which to compare the analytical predictions. In the current effort, debris produced by hypervelocity impact experiments at the Naval Research Laboratory (NRL) is collected and described. An attempt is also made to construct a parametric model of the data in order to assess the effectiveness of this approach. A model based on a linear relationship is seen to perform well, while a parabolic relationship performs less well, and a bilinear relationship performs poorly. A lognormal distribution is seen to describe the debris more effectively them an exponential distribution. However, the performance of the exponential distribution is seen to improve when the very largest fragments are removed from consideration. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSpace. =650 \0$aDebris. =650 \0$aImpact. =650 \0$aSatellite. =650 \0$aStatistics. =650 \0$aHypervelocity. =650 \0$aLight gas gun. =650 \0$aCharacterization. =650 \0$alaboratory tests. =650 14$aImpact. =650 24$aDebris. =650 24$aCharacterization. =650 24$aStatistics. =650 24$aHypervelocity. =650 24$aSatellite. =650 24$aSpace. =650 24$aLight gas gun. =700 1\$aWinter, JE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11788J.htm =LDR 03805nab a2200577 i 4500 =001 JTE11779J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11779J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11779J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5415.153 =082 04$a658.5$223 =100 1\$aPezzotti, G.,$eauthor. =245 10$aSome Microstructural Conditions for Evaluating Fracture Toughness and R-Curve Behavior in Platelet-Reinforced Composites /$cG. Pezzotti, K. Niihara, T. Nishida. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aThe validity of Kk determinations by various techniques usually employed and compared with each other is discussed in detail for two ceramic materials. They are a simple Si9N4 material fracturing with transgranular crack propagation and a Si9N4-25vol% SiC-platelet measured by four different methods: single-edge V-notched beam (SEVNB), single-edge precracked beam (SEPS), indentation fracture (IF), and chevron-notched beam (CNB). It is generally recognized that, in platelet composites, Kk values can be reliability obtained only by procedures adopting notched specimens in which the wake-zone of precracking is mechanically removed (SEVNB or renotched SEPB). In the present investigation the CNB method, in which the wake contribution to fracture resistance is generally small but not negligible, was also found to give stress-intensity factors at maximum load whose value was almost coincident with the KIc determined by SEVNB method. Using stereological concepts, fractographic observations, and acoustic emission (AE) experiments, the microstructural conditions for negligible wake-contribution during the subcritical stable crack extension in the CNB experiment were worked out and applied to rationalize the behavior of the present composite. Apparent toughness values markedly higher than the "true" Kk of the composite were measured both by the standard SEPB and IF method. Such a discrepancy is considered due, in the former case, mainly to traction forces between the precracked surfaces while, in the latter, to an insufficient account of the residual stress field associated with the indentation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSilicon carbide. =650 \0$aSilicon nitride. =650 \0$aR-curve behavior. =650 \0$aFracture toughness. =650 \0$aPlatelet composites. =650 \0$aPrecracking methods. =650 \0$aComposites. =650 \0$aComposite materials. =650 14$aSilicon nitride. =650 24$aSilicon carbide. =650 24$aPlatelet composites. =650 24$aFracture toughness. =650 24$aR-curve behavior. =650 24$aPrecracking methods. =700 1\$aNiihara, K.,$eauthor. =700 1\$aNishida, T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11779J.htm =LDR 02411nab a2200493 i 4500 =001 JTE11789J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11789J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11789J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK5103.15 =082 04$a621.36/92$223 =100 1\$aMaher, MH.,$eauthor. =245 12$aA Fiber Optic Chemical Sensor for Measurement of Groundwater pH /$cMH. Maher, MR. Shahriari. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aA fiber optic chemical sensor was developed for measurement of pH in groundwater. The sensor consists of a porous polymeric film immobilized with pH indicator, housed in a porous probe. The optical spectral characteristics of the sensor showed very good sensitivity to changes in the pH levels tested when visible light (380 to 780 nm) was used. The sensor/probe system was tested in a laboratory environmental chamber and showed very-good stability and reversibility under various confining pressures and flow rates. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPH sensor. =650 \0$aEnvironmental chamber. =650 \0$aGroundwater monitoring. =650 \0$aFiber optics. =650 14$aPH sensor. =650 24$aFiber optic chemical seanor. =650 24$aGroundwater monitoring. =650 24$aEnvironmental chamber. =700 1\$aShahriari, MR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11789J.htm =LDR 03467nab a2200529 i 4500 =001 JTE11782J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11782J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11782J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5415.153 =082 04$a658.5$223 =100 1\$aRaju, PK.,$eauthor. =245 10$aCharacterization of Defects in Graphite Fiber Based Composite Structures Using the Acoustic Impact Technique (AIT) /$cPK. Raju, JR. Patel, UK. Vaidya. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aAcoustic Impact Technique (AIT), commonly known as "coin-tapping," has been applied by previous investigators as a nondestructive evaluation technique to study disbonds in composite honeycomb structures. The experimental configuration adopted by previous investigators was somewhat restricted. In this study, a different approach to AIT is developed. This was done to overcome the experimental constraints encountered in the previous approaches. This paper presents experimental results obtained in the evaluation of defects commonly found in graphite based composite structures, such as delamination, fiber breakage, and misaligned fibers. The experimental approach adopted in this work has two main features. Primarily, the force-time history of the specimen's response to a low magnitude input pulse in different regions of the specimen is compared. Secondly, an Acoustic Emission (AE) wide band sensor was used in conjunction with the conventional acoustic impact technique. The combination of the AE sensor and AIT enabled the study of the material interaction with stress waves generated in the vicinity of the tapped region. Gross defects such as delaminations were identified through the change in the pulse width of the force input, while defects such as fiber breakage and misaligned fibers were successfully identified using AIT in conjunction with AE. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAcoustic emission (AE) =650 \0$aDefect characterization. =650 \0$aGraphite fiber composites. =650 \0$aComposites. =650 \0$aComposite materials. =650 14$aAcoustic impact technique (AIT) =650 24$aNondestructive evaluation (NDE) =650 24$aDefect characterization. =650 24$aGraphite fiber composites. =650 24$aAcoustic emission (AE) =700 1\$aPatel, JR.,$eauthor. =700 1\$aVaidya, UK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11782J.htm =LDR 02866nab a2200589 i 4500 =001 JTE11781J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11781J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11781J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5415.153 =082 04$a658.5$223 =100 1\$aLittle, RE.,$eauthor. =245 10$aMean Stress Diagrams for Composites Generated Using a Modified Up-and-Down Test Methodology :$bPart II-Limited Preliminary Data /$cRE. Little. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aConstant-stress-amplitude axial-load fatigue tests were conducted to generate mean stress data for notched and unnotched specimens of a compression molded thermoset composite material with 27% (by weight) randomly oriented 1.0-in.- (25.4-mm) long E-glass fibers in a (Phase Alpha) polyester matrix. Maximum likelihood point and interval estimates for median fatigue strengths at 107 cycles were computed for four stress ratios R (-1.0, -0.2, +0.2, and +0.6) based on tests conducted following a modified small sample up-and-down methodology appropriate when limited preliminary data are available to aid in test planning. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aUp-and-down testing. =650 \0$aMean stress diagrams. =650 \0$aMedian fatigue strength. =650 \0$aWorking stress diagrams. =650 \0$aAllowable stress diagrams. =650 \0$aMinimum variance strategy. =650 \0$aComposites. =650 \0$aComposite materials. =650 14$aMean stress diagrams. =650 24$aWorking stress diagrams. =650 24$aAllowable stress diagrams. =650 24$aFatigue. =650 24$aMedian fatigue strength. =650 24$aUp-and-down testing. =650 24$aMinimum variance strategy. =650 24$aComposites. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11781J.htm =LDR 02756nab a2200589 i 4500 =001 JTE11784J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11784J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11784J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/126$223 =100 1\$aSeldén, R.,$eauthor. =245 10$aLifetime Predictions of uPVC Pipes from Short Time Tests /$cR. Seldén, PA. Gradin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aFracture mechanics tests according to British Standard 3505 have been made on two unplasticized polyvinyl chloride (uPVC) pressure pipes. The applied load was varied and time to failure was measured as a function of load. The results were fitted to an empirical power law, using the concepts of linear elastic fracture mechanics, relating crack growth rate, v, to the stress intensity factor, K1, according to v = A K?1, where , where A and ? are ? constants. The parameters A and ? were then applied to uPVC pipes provided with assumed Flaws of different sizes and shapes, and lifetime was calculated as a function of internal pressure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlaw size. =650 \0$aJ-integral. =650 \0$aFE-modeling. =650 \0$aPlastic pipes. =650 \0$aSlow crack growth. =650 \0$aLifetime prediction. =650 \0$aFracture mechanics. =650 14$aPlastic pipes. =650 24$aUnplasticized polyvinyl chloride (uPVC) =650 24$aFlaw size. =650 24$aSlow crack growth. =650 24$aLifetime prediction. =650 24$aFE-modeling. =650 24$aABAQUS. =650 24$aFracture mechanics. =650 24$aJ-integral. =700 1\$aGradin, PA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11784J.htm =LDR 02419nab a2200589 i 4500 =001 JTE11274J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11274J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11274J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGV191.42.S85 =082 04$a917.504/44$223 =100 1\$aStern, EG.,$eauthor. =245 10$aField Testing Device for Railing Systems and Rails /$cEG. Stern. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aA simple, portable, field testing device is described that allows instantaneous determination of the static performance of installed railing systems and rails in order to ascertain whether they conform with applicable specifications and meet governing code requirements and agency regulations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRails. =650 \0$aTesting. =650 \0$aBuildings. =650 \0$aField testing. =650 \0$aRailing systems. =650 \0$aMetal fabrication. =650 \0$aPerformance evaluation. =650 \0$aOutdoor recreation$zLouisiana$xGuidebooks. =650 \0$aRails-trails$zMississippi$xGuidebooks. =650 \0$aBicycle touring$zGeorgia. =650 14$aBuildings. =650 24$aRailing systems. =650 24$aRails. =650 24$aMetal fabrication. =650 24$aTesting. =650 24$aField testing. =650 24$aPerformance evaluation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11274J.htm =LDR 02359nab a2200481 i 4500 =001 JTE11270J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11270J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11270J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLB3060.8 =082 04$a371.26/0973$223 =100 1\$aBlickensderfer, R.,$eauthor. =245 12$aA Pin-on-Drum Abrasive Wear Test and Comparison with Other Pin Tests /$cR. Blickensderfer, G. Laird. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aThe Bureau of Mines, in its ongoing effort to combat the wear of mining and mineral processing equipment, has used several types of laboratory wear tests. Investigations into existing pin abrasive wear testing machines resulted in the construction of the Bureau's own pin-on-drum wear testing apparatus, incorporating the best features of the previous designs. Comparisons of pin diameters, loads, and other factors are made between the Bureau of Mines' pin-on-drum test and other pin abrasion tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWear. =650 \0$aWear tests. =650 \0$aPin abrasion tests. =650 \0$aEducationaltestsand measurements$xInterpretation. =650 14$aWear. =650 24$aWear tests. =650 24$aPin abrasion tests. =700 1\$aLaird, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11270J.htm =LDR 02809nab a2200505 i 4500 =001 JTE11268J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11268J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11268J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA356 =082 04$a624.1/76$223 =100 1\$aPurushothaman, N.,$eauthor. =245 10$aExperimental Verification of a Finite Element Contact Analysis /$cN. Purushothaman, BS. Heaton, ID. Moore. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aA three-dimensional viscoelastic finite element analysis fully described elsewhere was developed by the authors to study the skid resistance of road pavements. This paper describes an experimental procedure developed to verify the validity of the results predicted by the viscoelastic finite element analysis. Description is given of a variable speed pendulum to measure the skid resistance of pavement samples in the laboratory. The method used to measure the elastic and viscoelastic properties of the rubber is then outlined. From the comparison of measured values with the theoretical predictions it is concluded that the theory predicted the sliding friction of rubber reasonably well. This experimental procedure combined with the viscoelastic analysis can be used effectively to study the tire/pavement interaction problem. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSkid resistance. =650 \0$aFinite element analysis. =650 \0$aFiniteelementmethod. =650 \0$aVibration. =650 14$aFinite element analysis. =650 24$aSkid resistance. =650 24$aViscoelastic properties of rubber. =650 24$aVariable-speed pendulum friction tester. =700 1\$aHeaton, BS.,$eauthor. =700 1\$aMoore, ID.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11268J.htm =LDR 02600nab a2200577 i 4500 =001 JTE11275J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11275J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11275J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE662 =082 04$a666.893$223 =100 1\$aSu, ECM,$eauthor. =245 12$aA Fatigue Test Machine for Biaxial Compression of Concrete /$cECM Su, TTC Hsu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aA 980 kN (220 000 lb) capacity test machine has been developed to study the fatigue behavior of concrete under biaxial compression. It features a load bifurcation mechanism and brush-type loading platens. Concrete plates 15.2 by 15.2 by 3.8 cm (6 by 6 by 1.5 in.) can be tested with the two principal stress ratios ranging from 0 (uniaxial) to 1.0 (equal biaxial), and without edge frictional constraint. Deformations in the three principal directions can be measured continuously throughout a test using a capacitance-type measuring device. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aConcrete. =650 \0$aTest method. =650 \0$aBrush platens. =650 \0$aBiaxial stress. =650 \0$aDeformation measurement. =650 \0$aConcrete$xTesting. =650 \0$aPavements$xMaintenance and repair. =650 \0$aPatching. =650 14$aBiaxial stress. =650 24$aBrush platens. =650 24$aConcrete. =650 24$aDeformation measurement. =650 24$aFatigue. =650 24$aTest method. =700 1\$aHsu, TTC,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11275J.htm =LDR 03012nab a2200673 i 4500 =001 JTE11269J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11269J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11269J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC963.48 =082 04$a155.9/042$223 =100 1\$aSalivar, GC.,$eauthor. =245 10$aStatistical Design of Fatigue Crack Growth Test Programs /$cGC. Salivar, DW. Hoeppner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aAn experimental design method for determining statistically significant differences in fatigue crack growth rate data due to the influence of various test conditions (factors) is presented. This method is based on a completely randomized factorial design and a three-way classification Analysis of Variance (ANOVA) procedure. Although the example presented is for fatigue crack growth rate testing, this method is generic to any materials test program where comparisons of properties or behavior are made. The procedure allows decisions regarding these comparisons to be based on statistical tests of significance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFrequency. =650 \0$aEnvironment. =650 \0$aFactorial design. =650 \0$aPower-of-the-test. =650 \0$aAnalysis of variance. =650 \0$aFatigue crack growth. =650 \0$aLevel of significance. =650 \0$aTests of significance. =650 \0$aStatistical hypotheses. =650 \0$aStress intensity range. =650 \0$aStress. =650 \0$aWorkload. =650 \0$aJob stress. =650 14$aFatigue crack growth. =650 24$aStress intensity range. =650 24$aFrequency. =650 24$aEnvironment. =650 24$aFactorial design. =650 24$aAnalysis of variance. =650 24$aStatistical hypotheses. =650 24$aTests of significance. =650 24$aLevel of significance. =650 24$aPower-of-the-test. =700 1\$aHoeppner, DW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11269J.htm =LDR 02890nab a2200553 i 4500 =001 JTE11276J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11276J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11276J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA438 =082 04$a620.1/35$223 =100 1\$aWu, S-X,$eauthor. =245 10$aPlastic Rotation Factors of Three-Point Bend and Compact Tension Specimens /$cS-X Wu, Y-W Mai, B. Cotterell. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aPlastic rotation factors (rp) for three-point bend and compact tension specimens were obtained for a range of normalized crack depths (a/W) from 0.25 to 0.88 and power law hardening materials. The theoretical slip-line field solutions were used for non-strain hardening materials (i.e., n = ?) and the Kumar-German-Shih finite element plastic displacement solutions for strain hardening materials (i.e., n < ?) in these rp calculations. For crack depth a/W = 0.50, the factors rp are approximately independent of strain hardening if n > 5 and are in reasonable agreement with those values recommended by ASTM Subcommittee E24.08 for calculation of crack tip opening displacements in these two types of specimens. For n <= 5 the error in rp becomes appreciably large. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSlip-line. =650 \0$aStrain hardening. =650 \0$aPlastic rotation factor. =650 \0$aCompact tension specimen. =650 \0$aReinforced concrete. =650 \0$aCement composites$xMechanical properties. =650 14$aPlastic rotation factor. =650 24$aCrack tip opening displacement. =650 24$aSlip-line. =650 24$aThree-point bend specimen. =650 24$aCompact tension specimen. =650 24$aStrain hardening. =700 1\$aMai, Y-W,$eauthor. =700 1\$aCotterell, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11276J.htm =LDR 02466nab a2200517 i 4500 =001 JTE11272J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11272J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11272J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA683.5.B3 =082 04$a621.8672$223 =100 1\$aMintz, B.,$eauthor. =245 10$aStructure/Property Relationship for Normalized Pipe Flanges (Grade LF2) Made to ASTM Specification A 350/A 350M /$cB. Mintz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aA nondestructive procedure has been developed using microstructural examination to predict the Charpy impact value at -46°C (-50°F) of installed normalized flanges (Grade LF2) made to ASTM Specification A 350/A 350M (minimum impact requirement of 20 J at -46°C). V-notch Charpy impact specimens were cut from a number of flanges and tested at -46°C. The absorbed energies were correlated with microstructural measurements obtained from the Charpy specimens resulting in the equation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNormalized. =650 \0$aForged flanges. =650 \0$aMicrostructure. =650 \0$aImpact properties. =650 \0$aPipefittings$xStandards. =650 \0$aPipeflanges$xStandards. =650 14$aForged flanges. =650 24$aImpact properties. =650 24$aNormalized. =650 24$aMicrostructure. =650 24$aASTM A 350/A 350M (Grade LF2) =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11272J.htm =LDR 02710nab a2200565 i 4500 =001 JTE11271J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11271J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11271J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aNA4120 =082 04$a721.04421$223 =100 1\$aWinslow, DN.,$eauthor. =245 10$aPredicting the Durability of Bricks /$cDN. Winslow, CL. Kilgour, RW. Crooks. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aThe pore size distributions of approximately 80 bricks removed from walls of existing buildings were measured using mercury intrusion. These distributions were used to calculate a Durability Factor using the method of Maage. This Durability Factor was then correlated with the observed performance of the bricks on the buildings. It was found that all bricks with a Durability Factor greater than 70 exhibited no freeze/thaw durability problems. Further, with very few exceptions, all bricks with a Durability Factor less than 70 were suffering freeze/thaw failures. This technique is more accurate and faster for selecting potentially durable bricks than the current use of absorption measurements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBricks. =650 \0$aAbsorption. =650 \0$aDurability. =650 \0$aPore structure. =650 \0$aDurability testing. =650 \0$aBuilding, Brick. =650 \0$aBrickwork. =650 \0$aBriquetages. =650 14$aBricks. =650 24$aDurability. =650 24$aDurability testing. =650 24$aPore structure. =650 24$aAbsorption. =700 1\$aKilgour, CL.,$eauthor. =700 1\$aCrooks, RW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11271J.htm =LDR 01940nab a2200469 i 4500 =001 JTE11273J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11273J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11273J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHC110.C63 =082 04$a363.19$223 =100 1\$aShane, RS.,$eauthor. =245 10$aConsumer-Friendly Labels /$cRS. Shane. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWe look at what should be on a label to maximize its utility to the consumer. The label is consumer-friendly if it advances the consumer's interests, can be trusted, and can be fully understood by the consumer. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConsumer-friendly. =650 \0$aConsumerprotection. =650 \0$aLabels. =650 \0$aProduct safety. =650 14$aLabels. =650 24$aConsumer-friendly. =650 24$aASTM Committee F-15. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11273J.htm =LDR 03719nab a2200577 i 4500 =001 JTE11321J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11321J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11321J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD79.C4 =082 04$a543/.089$223 =100 1\$aMcNaney, JM.,$eauthor. =245 10$aElastic Compliance of the Compact Tension Specimen Comprising Two Linear-Elastic Materials Bonded with a Thin Layer /$cJM. McNaney, R. Havens, RO. Ritchie. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aAlthough the compact-tension C(T) specimen is widely used in conventional fracture mechanics testing, its application to the fracture behavior of layered structures, in the assessment of the toughness and fatigue crack growth behavior of bimaterial interfaces, for example, has been limited due to problems in identifying the crack length. Accordingly, to provide a basis for crack-length monitoring in the sandwich C(T) specimen, comprising two materials bonded with a thin layer under linear-elastic conditions, the linear-elastic compliance based on back-face strain, crack-opening displacement and load-line displacement has been determined for a wide range of substrate/layer material combinations using finite-element analyses. Calculations for sandwich systems, with elastic moduli ratios varying from 0.2 to 5 and with joining layer thicknesses between 0.4 and 2% of the specimen width, show that for crack sizes between 0.25 to 0.75 of the specimen width, the compliance is significantly different from that of the bulk substrates, except when the layer is very thin and the modulus ratio approaches unity. It is concluded that crack-opening displacements are preferable for the monitoring and detection of interfacial and near-interfacial cracks in this specimen geometry, as the compliance based on these displacements is the least sensitive to errors from either measurement site or crack location. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompliance methods. =650 \0$aBack-face strain (BFS) =650 \0$aCrack-length monitoring. =650 \0$aCompact-tension geometry. =650 \0$aChromatography, Gas$xmethods. =650 \0$aChromatography, Liquid$xmethods. =650 \0$aChromatography,ThinLayer$xmethods. =650 14$aCompact-tension geometry. =650 24$aBimaterial "sandwich" specimen. =650 24$aCrack-length monitoring. =650 24$aCompliance methods. =650 24$aBack-face strain (BFS) =650 24$aCrack-opening displacement (COD) =650 24$aLoad-line displacement (LLD) =700 1\$aHavens, R.,$eauthor. =700 1\$aRitchie, RO.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11321J.htm =LDR 03252nab a2200649 i 4500 =001 JTE11334J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11334J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11334J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ211.4 =082 04$a629.8/92$223 =100 1\$aWang, B.,$eauthor. =245 10$aKinematic Methods for Quantifying Loss of Balance While Negotiating a Curved Path on a Slippery Surface /$cB. Wang, A. Bhattacharya, A. Bagchee, W. Wang, PA. Succop. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aTen healthy industrial workers were recruited to perform a gait test for this study. The workers were required to negotiate straight and turning paths on dry and very slippery surfaces. Seven variables that quantify loss of balance during single stance were used to assess the potential of loss of balance when negotiating the different paths on slippery surfaces. These variables included measure of the distance of the whole body center of gravity (COG) deviated from the supporting base, slide distance, slide direction, and turning radius. Using these variables, it was possible to biomechanically conclude that negotiating a curved path on a slippery surface was the most difficult task, with the highest potential of loss of balance and fall. The direction most subjects' feet slid was 52 to 60° in the lateral direction. This study provides range of COF values in the lateral direction between the shoe-floor interface for preventing slip when negotiating a curved path. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSlide. =650 \0$aBalance. =650 \0$aTurning. =650 \0$aForce platform. =650 \0$aSlippery surface. =650 \0$aKinematics. =650 14$aKinematics. =650 24$aGait. =650 24$aFall. =650 24$aCoefficient of friction. =650 24$aBalance. =650 24$aTurning. =650 24$aSlip. =650 24$aSlide. =650 24$aSlippery surface. =650 24$aPath. =650 24$aShoe. =650 24$aForce platform. =700 1\$aBhattacharya, A.,$eauthor. =700 1\$aBagchee, A.,$eauthor. =700 1\$aWang, W.,$eauthor. =700 1\$aSuccop, PA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11334J.htm =LDR 02781nab a2200553 i 4500 =001 JTE11327J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11327J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11327J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS250 =082 04$a671.8/23$223 =100 1\$aDi, S.,$eauthor. =245 10$aNeural Network Approach for Prediction of Wrinkling Limit in Square Metal Sheet Under Diagonal Tension /$cS. Di, PF. Thomson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aA method of predicting the onset of wrinkling in the Yoshida Buckling Test, devised to simulate the wrinkling behavior in press-forming of sheet metal, has been developed in the present work by using an artificial neural network. The influence of different network architectures, learning parameters, and material coefficients has been investigated. The neural network was trained using data obtained by finite element analysis. The effectiveness of a neural network as a tool for predicting wrinkling limits in sheet metal-forming is examined. It is found that the trained neural network is capable of covering a wide range of material properties and its prediction of nominal strain at the onset of wrinkling is in reasonable agreement with the analytical results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBuckling. =650 \0$aTraining. =650 \0$aWrinkling. =650 \0$aSheet metal. =650 \0$aNeural network. =650 \0$aForming processing. =650 \0$aSheet-metalwork. =650 14$aSheet metal. =650 24$aForming processing. =650 24$aWrinkling. =650 24$aBuckling. =650 24$aNeural network. =650 24$aTraining. =700 1\$aThomson, PF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11327J.htm =LDR 02383nab a2200529 i 4500 =001 JTE11324J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11324J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11324J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN752.T54 =082 04$a669/.96142$223 =100 1\$aBailey, WH.,$eauthor. =245 10$aExperimental Determination of the Cooling Curve for Production of Continuous-Cast Steel Billets /$cWH. Bailey. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aTemperature measurements of 20-cm round, 10-m long, continuous-cast steel billets in the cooling stages of production were made using a contact thermocouple. Temperatures were measured from the time they reached the cross transfer on the cooling bed to a holding area across the street from the facility. A cooling curve derived from temperatures measured on the end of the billet was generated with the equation T = 467.29e-.0001t. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteel. =650 \0$aCasting. =650 \0$aExperimental. =650 \0$aThermocouple. =650 \0$aCooling curve. =650 \0$aMetals$xThermomechanical treatment. =650 \0$aSteel$xMetallurgy. =650 14$aCooling curve. =650 24$aThermocouple. =650 24$aCasting. =650 24$aSteel. =650 24$aExperimental. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11324J.htm =LDR 03101nab a2200577 i 4500 =001 JTE11322J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11322J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11322J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT50 =082 04$a620/.0044$223 =100 1\$aMcDonald, BJ.,$eauthor. =245 10$aCalibrating Instrument Readings Using a Bivariate Confidence Interval /$cBJ. McDonald, JJ. Trautner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aA method of calibration that establishes a new bound of confidence for instrument measurements is derived and applied. This bound is named the McDonald-Trautner Interval (MTI). The derivation of the MTI incorporates the bivariate probability distributions of each data point conventionally used to form a regression line. A statistically significant number of parameter measurements on a sample must be made by both the instrument being calibrated and the calibrating medium. When calibration is based solely on regression analysis, the calibrating medium is assumed to be 100% reliable. The MTI includes the variability of the medium. The method is demonstrated on the calibration of a heavy metal detector. The calibrating medium is a chemical process. Compared to the conditional standard deviation bounds of linear regression, it is found that the MTI is a simple means to obtain a more statistically rigorous calibration procedure and is a better indication of the expected value of a variable. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStatistics. =650 \0$aCalibration. =650 \0$aProbability. =650 \0$aReliability. =650 \0$aConfidence interval. =650 \0$aRegression analysis. =650 \0$aMeasurement. =650 \0$aQuality assurance. =650 14$aRegression analysis. =650 24$aCalibration. =650 24$aProbability. =650 24$aStatistics. =650 24$aConfidence interval. =650 24$aBivariate confidence intervals. =650 24$aReliability. =700 1\$aTrautner, JJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11322J.htm =LDR 02816nab a2200517 i 4500 =001 JTE11333J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11333J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11333J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ175 =082 04$a501$223 =100 1\$aDravitzki, VK.,$eauthor. =245 14$aThe Use of the Tortus and the Pendulum with the 4S Rubber for the Assessment of Slip Resistance in the Laboratory and the Field /$cVK. Dravitzki, SM. Potter. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThis study was undertaken to meet a need in New Zealand about five years ago. Earlier an increased use of ceramic tiling and polished natural stones within buildings and on adjacent pavements highlighted what was an existing problem of frequent use of low slip resistance materials for pedestrian areas. A national standard, NZS 5841 "Code of Practice for the Reduction of Slip Hazard—Part 1, Guidelines...", had been prepared. However, because it was qualitative rather than quantitative in approach, its application was limited. Building regulators wished to have a standard with minimal criteria and appropriate test methods so they could enforce minimum requirements, and there was some support for this approach from architects and materials suppliers. There was, however, uncertainty as to the appropriate test method and, consequently, of the minimum criteria. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSlope. =650 \0$aTortus. =650 \0$aSlip resistance. =650 \0$aPendulum. =650 14$aTortus. =650 24$aPendulum. =650 24$aSlip resistance. =650 24$aCoefficient of friction. =650 24$aSlope. =650 24$a4S rubber. =700 1\$aPotter, SM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11333J.htm =LDR 04373nab a2200625 i 4500 =001 JTE11335J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11335J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11335J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBF241 =082 04$a612.84$223 =100 1\$aWaked, E.,$eauthor. =245 14$aThe Effect of Footwear Midsole Hardness and Thickness on Proprioception and Stability in Older Men /$cE. Waked, S. Robbins, J. McClaran. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aSupport surface interface (footwear, flooring systems, etc), thickness, and hardness strongly influence stability in men of all ages. We hypothesize interfaces influence stability through their effect on proprioception. We tested this by means of an experiment based on a randomized, cross-over, and controlled comparison design. Footwear midsole hardness and thickness were independent variables. Dependent variables were foot position and perception of foot position, measured concurrently. Thirteen subjects were a random sample of healthy older men (mean age 72 years, sd ± 4.50). They were tested barefoot using six support surface interfaces consisting of shoes that were identical, except for midsole hardness and thickness, that spanned the respective ranges in current footwear. Measures were balance failure frequency defined as falls per 100 m of beam walking, rearfoot angle measured via an optical position measurement system, perceived maximum supination estimated by subjects via a ratio scale when walking, and foot position error, defined as rearfoot angle minus perceived maximum supination. The results demonstrated: (1) foot position awareness was positively related to stability; (2) foot position error was negatively related to support surface interface thickness; (3) foot position error was positively related to support surface interface hardness; and (4) foot position error correlated best with maximum supination. We conclude that instability induced by support surface interfaces is caused by its effect on foot position awareness. Thin hard-soled shoes provide superior stability for older men. Most currently available footwear provides poor stability because soles are too soft and thick. Since suboptimal support surface interfaces are encountered by everyone daily, they represent substantial safety hazards. Likewise, improving this situation through setting stability safety standards is a promising means of improving public safety. At the very least, the public must be informed about products imparting suboptimal stability so that they can anticipate potential problems and compensate for them without falling. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFalls. =650 \0$aBalance. =650 \0$aElderly. =650 \0$aFootwear. =650 \0$aStability. =650 \0$aProprioception. =650 \0$aKinesthetic sense. =650 \0$aFoot position awareness. =650 \0$aKinesthetic Sense/ Motion Sense. =650 \0$aVision. =650 14$aProprioception. =650 24$aFoot position awareness. =650 24$aKinesthetic sense. =650 24$aBalance. =650 24$aStability. =650 24$aFootwear. =650 24$aFalls. =650 24$aElderly. =700 1\$aRobbins, S.,$eauthor. =700 1\$aMcClaran, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11335J.htm =LDR 02319nab a2200505 i 4500 =001 JTE11325J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11325J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11325J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7895.G36 =082 04$a621.395$223 =100 1\$aAissi, C.,$eauthor. =245 10$aTesting and Design of CMOS D-Latches /$cC. Aissi, J. Olaniyan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe CMOS D-latch is an important block in the design of sequential circuits. Thus, a new fully testable CMOS D-latch (FTD) is proposed. A comprehensive test set that includes possible physical failures is developed. This test set is then applied to the FTD. The cost of implementation, analysis, and simulation of the FTD are all presented. Application of the FTD-latch to build a polarity-hold shift register is shown. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTransistor. =650 \0$aDigital circuits. =650 \0$aField programmable gate arrays. =650 \0$aProgrammable logic devices. =650 \0$aIntegratedcircuits. =650 14$aCMOS D-latch. =650 24$aDigital circuits. =650 24$aFully testable D-latch (FTD) =650 24$aTransistor. =700 1\$aOlaniyan, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11325J.htm =LDR 02168nab a2200529 i 4500 =001 JTE11332J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11332J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11332J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.72 =082 04$a620.1/1292$223 =100 1\$aMarpet, MI.,$eauthor. =245 10$aComparison of Walkway Safety Tribometers :$bPart Two /$cMI. Marpet, DH. Fleischer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aFall accidents generate large injury, morbidity, and mortality costs. Many falls are caused by pedestrian slips, which are in turn a result of one or a combination of factors: pedestrian, walkway surface, footwear, or environmental. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTribometer. =650 \0$aForce plate. =650 \0$aWalkway safety. =650 \0$aSlip resistance. =650 \0$aTesting. =650 \0$aFriction. =650 14$aCoefficient of friction. =650 24$aSlip resistance. =650 24$aForce plate. =650 24$aTribometer. =650 24$aWalkway safety. =700 1\$aFleischer, DH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11332J.htm =LDR 02474nab a2200421 i 4500 =001 JTE11331J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11331J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11331J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA368 =082 04$a620/.004$223 =100 1\$aSacher, A.,$eauthor. =245 10$aInternational Symposium on Slip Resistance :$bThe Interface of Man, Footwear, and Walking Surfaces /$cA. Sacher, JM. Ownes. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe final four papers of this issue were presented at the International Symposium on Slip Resistance: The Interaction of Man, Footwear, and Walking Surfaces, which was covered in part in the November 1996 issue of this journal. Held 30-31 October 1995 at the National Institute of Standards and Technology (NIST) in Gaithersburg, MD, the symposium was sponsored by Committee D 21 on Polishes and Subcommittee D 21.06 on Slip Resistance. This symposium represents the culmination of research initiated in the 1950s to determine the coefficient of friction of polished walkway surfaces. Extensive laboratory and field studies of methods and apparatus led to the development of the ASTM Test Method for Static Coefficient of Friction of Polish-Coated Floor Surfaces as Measured by the James Machine. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aResearch. =650 \0$aScience. =700 1\$aOwnes, JM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11331J.htm =LDR 03021nab a2200601 i 4500 =001 JTE11320J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11320J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11320J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1118.F5 =082 04$a668/.3$223 =100 1\$aMiyagi, Z.,$eauthor. =245 10$aAnalysis of Plowing and Adhesive Effects in the Rolling Ball Tack Method for Pressure Sensitive Adhesives /$cZ. Miyagi, N. Yamada, N. Urahama, K. Yamamoto. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aAn analysis of the motion of a ball rolling on a pressure sensitive adhesive tape at a constant velocity was carried out theoretically and experimentally. In the experimental analysis, a rotary drum tack tester and a spherical probe tack tester were developed to quantitatively analyze rolling ball tack. Applying the results obtained by the two testers, actual adhesive and plowing moments and impressive moment were determined independently as a function of the rolling velocity of 11.1 mm (14/32 in.) diameter steel balls. The most important results were that the impressive force acting between the ball and the adhesive was far greater than the gravitational force due to the mass of the rolling ball and that the plowing moment played an important role in rolling resistance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aQuick stick. =650 \0$aPlowing moment. =650 \0$aAdhesive moment. =650 \0$aRolling ball tack. =650 \0$aTotal adhesive moment. =650 \0$aAdhesive labels. =650 \0$aAdhesive tape. =650 \0$aPaper coatings. =650 14$aPressure sensitive adhesive. =650 24$aRolling ball tack. =650 24$aAdhesive moment. =650 24$aPlowing moment. =650 24$aTotal adhesive moment. =650 24$aANOVA. =650 24$aQuick stick. =700 1\$aYamada, N.,$eauthor. =700 1\$aUrahama, N.,$eauthor. =700 1\$aYamamoto, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11320J.htm =LDR 03840nab a2200589 i 4500 =001 JTE11319J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11319J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11319J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC321 =082 04$a621.402/2$223 =100 1\$aTan, S-A,$eauthor. =245 10$aDetermination of Thermal Properties of Pavement Materials and Unbound Aggregates by Transient Heat Conduction /$cS-A Tan, T-F Fwa, C-T Chuai, B-H Low. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA laboratory procedure for determining the thermal conductivity (k) and diffusivity (?) of pavement materials and unbounded aggregate beds by means of a transient heat conduction experiment is described. It is first established that the plane-wall theory of heat conduction can be applied to a finite-slab problem provided that the thickness-to-width ratio is kept within 0.2. The procedure is to obtain the k and ? values that would match the theoretical temperature-time history response with the measured response. An analytical curve-fitting technique is used to match the inflection points of the measured to the theoretical temperature-?t curves. The heat experiment is conducted in a controlled convection oven with parallel air flow at constant velocity over a horizontal test specimen bed. This allows for the testing of unbounded aggregate beds made into a slab by placement of aggregates in an insulated polystyrene box that fits into the base of the oven. The test method is first validated by comparing steady-state heat conduction results with the transient test predictions of k for a solid acrylic slab, two bituminous slabs, and four concrete slabs, with good agreement in the values of k determined by both methods. For the unbounded aggregates, it is observed that there is trend of decreasing values of k and ?, with increase in particle size. Also, wet aggregates exhibit higher thermal conductive properties than dry aggregate beds. The test method will be useful for obtaining thermal properties of pavement materials to allow for thermal analysis in pavement layers subjected to solar heating. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPavement materials. =650 \0$aThermal diffusivity. =650 \0$aThin slab specimens. =650 \0$aThermal conductivity. =650 \0$aUnbounded aggregates. =650 \0$aHeat$xConduction. =650 \0$aPhysique. =650 \0$aCalor. =650 14$aTransient heat conduction. =650 24$aThermal conductivity. =650 24$aThermal diffusivity. =650 24$aThin slab specimens. =650 24$aPavement materials. =650 24$aUnbounded aggregates. =700 1\$aFwa, T-F,$eauthor. =700 1\$aChuai, C-T,$eauthor. =700 1\$aLow, B-H,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11319J.htm =LDR 02958nab a2200565 i 4500 =001 JTE11323J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11323J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11323J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P58 =082 04$a620.192$223 =100 1\$aHua, CY.,$eauthor. =245 10$aEddy Current Decay Resistivity Measurements Using a Digital Voltmeter /$cCY. Hua, LC. McDonald, KT. Hartwig. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aA digital voltmeter is shown to successfully capture the voltage decay signal during eddy current decay (ECD) measurements at cryogenic temperatures on low-resistivity specimens. The use of a voltmeter simplifies ECD measurements, typically made using a digital oscilloscope. An added benefit of using a voltmeter is that under certain circumstances, measurement precision exceeds that which is normally obtained with a preamplifier-digital oscilloscope combination. Results indicate that the best combination of instruments for capturing extremely weak signals (i.e., those with long exponential time constants) is a preamplifier-voltmeter configuration. Results of a comparative study using a preamplifier-digital oscilloscope configuration, a digital voltmeter alone and a preamplifier-digital voltmeter arrangement are presented and discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCryogenic. =650 \0$aResistivity. =650 \0$aTime constant. =650 \0$aDigital voltmeter. =650 \0$aEddy current decay. =650 \0$aPolymers$xThermal properties. =650 \0$aLow temperature engineering. =650 \0$aMaterials at low temperatures. =650 14$aCryogenic. =650 24$aDigital voltmeter. =650 24$aEddy current decay. =650 24$aResistivity. =650 24$aTime constant. =700 1\$aMcDonald, LC.,$eauthor. =700 1\$aHartwig, KT.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11323J.htm =LDR 03764nab a2200565 i 4500 =001 JTE11318J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11318J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11318J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aPS3566.E7717 =082 04$a813/.54$223 =100 1\$aHuang, W.,$eauthor. =245 10$aUltrasonic Characterization of Interphasial Properties in Sapphire/Haynes 214 Composites /$cW. Huang, YC. Chu, SI. Rokhlin, PK. Wright. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThis paper reports ultrasonic measurements of elastic properties of Haynes 214 metal matrix composites reinforced with sapphire fibers. The focus of this work is on the effects of the fibermatrix interphases on the composite moduli. Four groups of samples were prepared using fibers with different coatings (including one with no coating). There are two samples in each group: one subjected to one thermal cycle at 1200°C and the other a failed tensile sample tested in transverse-to-fiber direction. Ultrasonic velocity measurements were performed for different wave propagation directions in two incident planes: parallel and perpendicular to the fibers. The velocity data were used to find the elastic constants of the composite. Due to excess matrix material near the sample surface, a matrix/composite layer/matrix laminate model was used to determine the composite layer moduli. A micromechanical model was developed to estimate the interphasial effective elastic moduli from the composite moduli. The transverse moduli of the composite and the fiber are obtained using an averaging scheme to account for material anisotropy in the transverse plane. It was found that for the thermally cycled samples the interphasial moduli are quite similar among different sample groups. However, for the fractured samples the effective interphasial moduli of one group were extremely low, indicating debonding of the interphases before failure, whereas the interphasial moduli of other groups did not significantly differ from those of the thermally cycled samples. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aComposite materials. =650 \0$aMicromechanical models. =650 \0$aFiber-matrix interphases. =650 \0$aFamily secrets. =650 \0$aMine accidents. =650 \0$aWidows. =650 14$aComposite materials. =650 24$aFiber-matrix interphases. =650 24$aUltrasonic velocity method. =650 24$aDetermination of composite and interphase moduli. =650 24$aMicromechanical models. =650 24$aFracture and thermal cycling. =700 1\$aChu, YC.,$eauthor. =700 1\$aRokhlin, SI.,$eauthor. =700 1\$aWright, PK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11318J.htm =LDR 02687nab a2200589 i 4500 =001 JTE11326J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11326J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11326J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA478 =082 04$a620.1/7/23$223 =100 1\$aShi, H.,$eauthor. =245 10$aHot Plane Strain Compression Testing of Aluminum Alloys /$cH. Shi, AJ. McLaren, CM. Sellars, R. Shahani, R. Bolingbroke. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aPlane strain compression is a versatile laboratory testing method for simulating industrial hot working operations such as plate and strip rolling. The deformation can be closely controlled to the required conditions of temperature and strain rate, and high strains can be achieved without instability. However, for accurate determination of flow stress, care must be taken with experimental procedure and the interpretation of the measured force-displacement data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFriction. =650 \0$aHot strength. =650 \0$aHeat transfer. =650 \0$aAluminum alloys. =650 \0$aPlane strain compression. =650 \0$aAluminum alloys$xStress corrosion. =650 \0$aSteel alloys$xStress corrosion. =650 \0$aTitanium alloys$xStress corrosion. =650 14$aHot strength. =650 24$aPlane strain compression. =650 24$aFriction. =650 24$aHeat transfer. =650 24$aAluminum alloys. =700 1\$aMcLaren, AJ.,$eauthor. =700 1\$aSellars, CM.,$eauthor. =700 1\$aShahani, R.,$eauthor. =700 1\$aBolingbroke, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11326J.htm =LDR 02616nab a2200577 i 4500 =001 JTE11330J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11330J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11330J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD523.2 =082 04$a628.4/4566$223 =100 1\$aEpps, HH.,$eauthor. =245 14$aThe Relationship Between Porosity and Air Permeability of Woven Textile Fabrics /$cHH. Epps, KK. Leonas. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aBased on a comprehensive review of the literature on textile fabric porosity, air permeability, and related research on fabric geometry, a study of the relationships between air permeability measurements and fabric pore size was undertaken using liquid porosimetry. Experiments were conducted on ten woven textile fabrics. Air permeability was most highly correlated with minimum pore size, but was also significantly correlated with mean flow pore size measurements and with calculated values of theoretical porosity and fabric cover factor. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPore size. =650 \0$aPorometer. =650 \0$aTextile fabrics. =650 \0$aAir permeability. =650 \0$aFabric structure. =650 \0$aLiquid porosimetry. =650 \0$aPorosity. =650 \0$aGeology. =650 14$aAir permeability. =650 24$aLiquid porosimetry. =650 24$aPorosity. =650 24$aPore size. =650 24$aPorometer. =650 24$aFabric structure. =650 24$aTextile fabrics. =700 1\$aLeonas, KK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11330J.htm =LDR 02953nab a2200649 i 4500 =001 JTE11329J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11329J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11329J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRM721 =082 04$a615/.82$223 =100 1\$aMcNitt, AS.,$eauthor. =245 10$aDevelopment and Evaluation of a Method to Measure Traction on Turfgrass Surfaces /$cAS. McNitt, RO. Middour, DV. Waddington. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aTraction, as it relates to field quality, involves the athlete, studded footwear, and the turf. Traction involves two types of forces: those acting in a vertical manner that compress the turf and those that act horizontally and produce a shearing or tearing effect on the turf. The objectives of this research were to develop and evaluate an apparatus to measure the horizontal forces associated with traction, compare this apparatus with other devices routinely used to quantify traction, and examine how different turfgrass stand characteristics combine to influence traction. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShoes. =650 \0$aTurfgrass. =650 \0$aSports fields. =650 \0$aCutting height. =650 \0$aPlaying fields. =650 \0$aSports injuries. =650 \0$aAthletic footwear. =650 \0$aTraction. =650 14$aPlaying fields. =650 24$aTraction. =650 24$aSports fields. =650 24$aSports injuries. =650 24$aTurfgrass. =650 24$aAthletic footwear. =650 24$aShoes. =650 24$aCutting height. =650 24$aKentucky bluegrass (Poa pratensis L.) =650 24$aPerennial ryegrass (Lolium perenne L.) =650 24$aCreeping red fescue (Festuca rubra L.) =650 24$aTall fescue (Festuca arundinacea Schreb.) =700 1\$aMiddour, RO.,$eauthor. =700 1\$aWaddington, DV.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11329J.htm =LDR 03627nab a2200517 i 4500 =001 JTE11328J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11328J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11328J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.A6 =082 04$a620.1/86$223 =100 1\$aHaynes, MJ.,$eauthor. =245 10$aHigh Resolution R-Curve Characterization of the Fracture Toughness of Thin Sheet Aluminum Alloys /$cMJ. Haynes, RP. Gangloff. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aThe plane-strain initiation fracture toughness and plane-stress stable crack growth resistance were determined with a single small compact tension (C(T)) specimen for each of three precipitation hardened aluminum alloy sheets (AA2024-T3, AA2519-T87 (+Mg+Ag), and AA2650-T6). Crack length was monitored precisely with direct current potential difference (DCPD) measurements, and specimen plasticity was accounted for with the J-integral. The DCPD technique resolves a small amount of crack-tip process-zone damage (?20 µm) that constitutes crack initiation under plane-strain constraint. Two measures of initiation toughness are calculated: the elastic-plastic fracture toughness detected by DCPD (JICi, KJICi) and the toughness based on ASTM Standard E 813 () and the toughness based on ASTM Standard E 813 (JIC, KJIC). High resolution of fracture initiation is necessary to obtain a lower bound initiation toughness,). High resolution of fracture initiation is necessary to obtain a lower bound initiation toughness, KJICi, because plane-strain constraint is present ahead of the fatigue precrack but is rapidly lost with crack extension in thin sheet. KJIC overestimates toughness due to constraint loss coupled with the offset blunting line definition of fracture initiation. The J-integral/DCPD method provides a reproducible measure of the plane-stress linear-elastic resistance curve (KJ - ?a) that compares reasonably to R-curves determined for large middle-cracked tension specimens. The small specimen method is effective for studies pertaining to alloy development, environmental effects, and fracture mechanisms. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aR-curve. =650 \0$aAluminum alloys. =650 \0$aThickness effect. =650 \0$aAluminumalloys. =650 \0$aMetals$xHeat treatment. =650 14$aInitiation fracture toughness. =650 24$aR-curve. =650 24$aThickness effect. =650 24$aDirect current potential difference method. =650 24$aAluminum alloys. =700 1\$aGangloff, RP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11328J.htm =LDR 02500nab a2200565 i 4500 =001 JTE10526J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10526J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10526J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA683.2 =082 04$a620.1/3733$223 =100 1\$aBrodrick, RF.,$eauthor. =245 10$aElevated Temperature Fatigue of Aluminum Alloy 5454 [Addendum to "Low Cycle Fatigue of Aluminum Alloys"] /$cRF. Brodrick. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aFatigue data for aluminum alloy 5454 in the annealed condition and in the half-hard and stabilized condition, at a test temperature of 300°F (149°C), are given. These data are developed from load-controlled tests and cover the cyclic life region from about 1 x 105 to 2 x 106. The data supplement previously presented data from strain-controlled tests covering the cyclic life region below 1 x 104 cycles. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrains. =650 \0$aAluminum. =650 \0$aFatigue life. =650 \0$aFatigue tests. =650 \0$aFatigue (materials) =650 \0$aPlastic properties. =650 \0$aReinforced concrete$xPlastic properties. =650 \0$aElastic properties. =650 14$aFatigue (materials) =650 24$aFatigue life. =650 24$aFatigue tests. =650 24$aPlastic properties. =650 24$aElastic properties. =650 24$aStrains. =650 24$aAluminum. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10526J.htm =LDR 02399nab a2200541 i 4500 =001 JTE10518J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10518J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10518J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN697.A47 =082 04$a669.722$223 =100 1\$aBianchetti, R.,$eauthor. =245 10$aOrigin of Burst-Type Acoustic Emission in Unflawed 7075-T6 Aluminum /$cR. Bianchetti, MA. Hamstad, AK. Mukherjee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aTensile tests were used to study the acoustic emission from several 7075-T6 aluminum plates. Specimens from one plate produced a large burst-type emission in addition to the continuous emission. Metallographic and fracture surface studies indicated that the burst-type emission resulted from the brittle fracture of large (20 to 60 ?m) primary inclusions in the microstructure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAluminum. =650 \0$aTension tests. =650 \0$aAcoustic emission. =650 \0$aInclusion particles. =650 \0$aAlumina. =650 \0$aAluminum alloys. =650 \0$aAluminum$xMetallurgy. =650 14$aAcoustic emission. =650 24$aAluminum. =650 24$aTension tests. =650 24$aInclusion particles. =700 1\$aHamstad, MA.,$eauthor. =700 1\$aMukherjee, AK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10518J.htm =LDR 02550nab a2200565 i 4500 =001 JTE10524J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10524J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10524J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.T54 =082 04$a669/.7322$223 =100 1\$aChait, R.,$eauthor. =245 10$aStrength and Toughness of a Metastable Beta-Titanium Alloy as Influenced by Strain Rate Variations /$cR. Chait. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aStrain rate effects for the high strength, metastable beta-titanium alloy Ti-8Mo-8V-2Fe-3Al are assessed in terms of tensile and fracture toughness behavior. It is shown that as the strain rate increases the yield strength, ultimate tensile strength, and ductility also increase. As a result of the decrease in the amount of intergranular fracture as the strain rate is increased, the dynamic fracture toughness values KId are greater than those obtained under static conditions as given by KQ. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrain rate. =650 \0$aFractography. =650 \0$aHigh strength. =650 \0$aStatic strain rate. =650 \0$aDynamic strain rate. =650 \0$aTitanium alloys. =650 \0$aToughness. =650 \0$aTitanium. =650 14$aTitanium alloys. =650 24$aStrain rate. =650 24$aToughness. =650 24$aFractography. =650 24$aDynamic strain rate. =650 24$aStatic strain rate. =650 24$aHigh strength. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10524J.htm =LDR 02948nab a2200601 i 4500 =001 JTE10517J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10517J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10517J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.5 =082 04$a625.7/32$223 =100 1\$aRoberts, FL.,$eauthor. =245 13$aAn Evaluation of a Proposed Test Method for Determining the Maximum Dry Density of Dense Graded Aggregate /$cFL. Roberts. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aA unique compaction test method similar to ASTM Test for Moisture-Density Relations of Soils, Using 10-lb (4.5-kg) Rammer and 18-in. (457-mm) Drop (D 1557-70) was developed and evaluated in the course of a National Cooperative Highway Research Program study of density standards for field compaction of granular base and subbases conducted at Clemson University. The new test method, called the Marshall Hammer Compaction Test, utilizes a standard 1/30 ft3 (944.64 cm3) mold as specified in ASTM Test D 1557-70, Method C, but the 10-lb (4.53-kg) Marshall hammer is substituted for the 10-lb (4.53-kg) Proctor hammer. Also, forty blows for each of the five layers are used to provide a total compaction effort of 90 000 ft-lbs/ft3 (4362.6 kN.m/m3) for the new test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAggregates. =650 \0$aCompacting. =650 \0$aDegradation. =650 \0$aTarget density. =650 \0$aMarshall hammer. =650 \0$aTest pit density. =650 \0$aDensity (mass/volume) =650 \0$aDry density. =650 \0$aMoisture content. =650 \0$aMeasuring instruments. =650 14$aCompacting. =650 24$aAggregates. =650 24$aDensity (mass/volume) =650 24$aLaboratory compaction test. =650 24$aMarshall hammer. =650 24$aTest pit density. =650 24$aDegradation. =650 24$aTarget density. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10517J.htm =LDR 03251nab a2200685 i 4500 =001 JTE10522J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10522J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10522J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8/5$223 =100 1\$aKalousek, GL.,$eauthor. =245 10$aPast, Present, and Potential Developments of Sulfate-Resisting Concretes /$cGL. Kalousek, LC. Porter, EM. Harboe. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThe relations between computed or measured C3A contents and sulfate deterioration of concrete and the modifying effects of C4AF on these relations are discussed. The poor performances of some high quality sulfate-resisting mortars and concretes and the anomalous effects of porosities of cement pastes are considered. Research indicates that the life expectancy of pozzolan concretes relates more to the kind of pozzolan than to limitations on amounts of C3A and C4AF of Types II and V cements. Future specifications should consider interrelations of pozzolan quality, W/C ratio, and rigorously defined porosity as primary factors in sulfate attack on concretes. Results showed that Type II and Type V cements used with the same pozzolans were equally effective in resisting sulfate attack. Present hypotheses on the effects of C4AF on sulfate attack or prevention of attack are not sufficiently developed for practical use. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aClays. =650 \0$aPumice. =650 \0$aShales. =650 \0$aFly ash. =650 \0$aPorosity. =650 \0$aConcretes. =650 \0$aPozzolans. =650 \0$aSulfate salts. =650 \0$aEvaluation tests. =650 \0$aPortland cements. =650 \0$aBinders (Materials) =650 \0$aPavements, Asphalt$xAdditives. =650 14$aBinders (materials) =650 24$aClays. =650 24$aConcretes. =650 24$aEvaluation tests. =650 24$aFly ash. =650 24$aPortland cements. =650 24$aPorosity. =650 24$aPozzolans. =650 24$aPumice. =650 24$aShales. =650 24$aSulfate salts. =700 1\$aPorter, LC.,$eauthor. =700 1\$aHarboe, EM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10522J.htm =LDR 02747nab a2200601 i 4500 =001 JTE10523J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10523J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10523J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.A4 =082 04$a546/.6732$223 =100 1\$aBlank, HR.,$eauthor. =245 10$aRed Mud from Alumina Plants as a Possible Source of Synthetic Aggregate /$cHR. Blank. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aRed mud, from an alumina plant at Point Comfort, Texas, molded into balls and heated in a muffle furnace to 2300 to 2400°F (1260 to 1316°C), partially crystallizes and forms a strong, heavy, synthetic aggregate. Attempts to produce a lightweight aggregate by adding small amounts of gas-forming materials to the red mud before heating were unsuccessful. The additives used and the products formed are described. Apparently the red mud does not soften until heated to nearly 2400°F. Gases given off at lower temperatures either blow the aggregates apart or escape through cracks without expanding the mass. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBauxite. =650 \0$aRed mud. =650 \0$aAggregates. =650 \0$aBayer process. =650 \0$aAluminum oxide. =650 \0$aBy-product uses. =650 \0$aSynthetic aggregates. =650 \0$aAluminum. =650 \0$aAluminum oxide$xSurfaces$xSimulation methods. =650 \0$aIndustrial wastes. =650 14$aAggregates. =650 24$aAluminum oxide. =650 24$aBauxite. =650 24$aBayer process. =650 24$aBy-product uses. =650 24$aIndustrial wastes. =650 24$aRed mud. =650 24$aSynthetic aggregates. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10523J.htm =LDR 02769nab a2200565 i 4500 =001 JTE10520J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10520J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10520J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC963.48 =082 04$a155.9/042$223 =100 1\$aOstergren, WJ.,$eauthor. =245 12$aA Damage Function and Associated Failure Equations for Predicting Hold Time and Frequency Effects in Elevated Temperature, Low Cycle Fatigue /$cWJ. Ostergren. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aA new approach is developed for predicting strain-controlled, low cycle fatigue life at elevated temperature using a proposed energy measure of fatigue damage. This measure of damage, defined as the net tensile hysteretic energy of the fatigue cycle, can be approximated by the damage function ?T??p, where ?T is the maximum stress in the cycle and ??p is the inelastic strain range. The damage function is applied to predicting effects of hold time and frequency, when time-dependent damage occurs, through failure relations incorporating a variation of Coffin's frequency modified approach. Failure equations are developed for two postulated categories of time-dependent damage. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamage. =650 \0$aStrains. =650 \0$aFrequency. =650 \0$aHold time. =650 \0$aFatigue (materials) =650 \0$aElevated temperature. =650 \0$aFatigue. =650 \0$aThermal-mechanical fatigue. =650 \0$aCrack growth. =650 14$aFatigue (materials) =650 24$aStrains. =650 24$aDamage. =650 24$aElevated temperature. =650 24$aHold time. =650 24$aFrequency. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10520J.htm =LDR 02727nab a2200493 i 4500 =001 JTE10525J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10525J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10525J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA487 =082 04$a620.165$223 =100 1\$aPinnel, MR.,$eauthor. =245 10$aVariations in Magnetic Properties of Iron-Cobalt-Vanadium Alloys /$cMR. Pinnel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aConsiderable variability in the magnetic properties of an iron-cobalt-vanadium alloy wire processed by commercial vendors has been observed. To ascertain the cause of and cure for this variability, a two-part study utilizing microstructural characterization and statistical evaluation of magnetic data was implemented. Results indicate that wire microstructure, and hence magnetic properties, vary both from wire coil to wire coil within a given melt and along the length of a coil of wire. This variation can be attributed to fluctuations in furnace temperature during the 900 to 950°C strand anneal of the wire. A correlation exists for magnetic properties between the strand-annealed and final aged at 600°C conditions such that evaluation of coercivity and remanence in strand-annealed wire may be feasible for detecting incoming, improperly heat-treated coils at inspection. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIron alloys. =650 \0$aHeat treatment. =650 \0$aMagnetic alloys. =650 \0$aMagnetic properties. =650 \0$aShape memory alloys. =650 14$aIron alloys. =650 24$aMagnetic alloys. =650 24$aMagnetic properties. =650 24$aHeat treatment. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10525J.htm =LDR 03441nab a2200721 i 4500 =001 JTE10521J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10521J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10521J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS250 =082 04$a671.8/23$223 =100 1\$aHsu, TC.,$eauthor. =245 12$aA Definition of Drawability and Its Relation to Deformation in the Drawing of Square Cups /$cTC. Hsu, SY. Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aDrawability is first distinguished from stretchability and the relative amounts of drawing and stretching in any particular forming operation are quantitatively defined. The generalized definition of drawability is based on the definition of the boundary of the product, with which a quantitative definition of draw-in is established. Drawability is then defined as the maximum draw-in at the completion of the cup. It is shown, both theoretically and experimentally, that the draw-in is maximized by choosing the right size, shape, and orientation of the blank to match a particular shape and size of the cup and the boundary. The definition of drawability, hitherto associated with the drawing of round cups, as the Swift test, is generalized to include cups of all shapes. The drawability index so determined can be used not only to compare two materials in the same process, as can be done in the Swift test, but also to compare two processes using the same material, which has hitherto been impossible. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDraw-in. =650 \0$aTesting. =650 \0$aDuctility. =650 \0$aDrawability. =650 \0$aFormability. =650 \0$aSquare cups. =650 \0$aForming limit. =650 \0$aResidual flange. =650 \0$aStretch forming. =650 \0$aNoncircular cups. =650 \0$aLargest drawing ratio. =650 \0$aSheet metal. =650 \0$aMetal forming. =650 \0$aSheet-metal work. =650 14$aFormability. =650 24$aDrawability. =650 24$aStretch forming. =650 24$aSheet metal. =650 24$aMetal forming. =650 24$aDuctility. =650 24$aTesting. =650 24$aNoncircular cups. =650 24$aSquare cups. =650 24$aDraw-in. =650 24$aForming limit. =650 24$aResidual flange. =650 24$aLargest drawing ratio. =700 1\$aLee, SY.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10521J.htm =LDR 03471nab a2200517 i 4500 =001 JTE10519J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10519J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10519J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC20.7.F56 =082 04$a620.1/1230151825$223 =100 1\$aQuesnel, DJ.,$eauthor. =245 10$aLocal Strain Behavior Prior to Fatigue Crack Nucleation /$cDJ. Quesnel, M. Meshii. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThe local strain behavior of cold-rolled HSLA (niobium) steel was investigated in the vicinity of a circular hole for first loading, first unloading, and in the unloaded state after 50 000 and 82 000 cycles by determining ?? as a function of distance from an 0.02-in. (508-?m) circular notch by direct comparison of optical micrographs at approximately x1000. This technique allows changes in length to be determined to ±0.15 ?m which, over a 100-?m gage length, corresponds to an engineering strain resolution of ±0.15%. The resolution is sufficiently high to allow local strain distributions, as calculated from elasticity and plasticity theory, to be compared with the experimental data. A pseudo-plastic solution was developed from the plane stress solution by considering A. E. Green's three-dimensional solution and Neuber's relation between stress and strain concentrations. The monotonic deformation law obeyed by cold-rolled niobium steel was experimentally determined and combined with the pseudo-plasticity result to obtain a quantitative prediction of the local strain behavior on first loading. Experimentally obtained strain behaviors for first loading provide good agreement with the pseudo-plasticity result for each of the strain levels investigated. The strain distribution measured after the first unloading demonstrated that a compressive residual stress is generated during the first cycle. The strain distribution developed by repeated tension loading is also presented and discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack initiation. =650 \0$aFatigue (materials) =650 \0$aStress concentration. =650 \0$aStress-strain curves. =650 \0$aStrain Measurement. =650 \0$aHigh temperature. =650 14$aFatigue (materials) =650 24$aStrain measurement. =650 24$aCrack initiation. =650 24$aStress concentration. =700 1\$aMeshii, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10519J.htm =LDR 03101nab a2200601 i 4500 =001 JTE12290J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12290J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12290J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aLarsson, PL.,$eauthor. =245 10$aEvaluation of Sharp Indentation Testing of Thin Films and Ribbons on Hard Substrates /$cPL. Larsson, IRM Peterson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aA numerical investigation of sharp indentation of thin films and ribbons has been conducted using the finite element method. For a wide variety of material behavior, the critical ratio of indentation depth to thin film thickness is determined for the case of indentation of thin films or ribbons perfectly clamped on hard substrates. The critical ratio is defined as the ratio at which the indentation response can no longer be considered closely acceptable to the corresponding response at indentation of bulk materials. The indentation parameters investigated are hardness (average contact pressure), the size of the contact area between indenter and material, and the initial unloading slope of the indentation load-indentation depth curve. The implications of the results for material characterization of thin films and ribbons by indentation are discussed in some detail. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHardness. =650 \0$aThin films. =650 \0$aContact area. =650 \0$aIndentation load. =650 \0$aIndentation depth. =650 \0$aSharp indentation. =650 \0$aMaterial characterization. =650 \0$afinite element method. =650 \0$aStructural analysis (Engineering) =650 14$aSharp indentation. =650 24$aMaterial characterization. =650 24$aThin films. =650 24$aHardness. =650 24$aContact area. =650 24$aIndentation load. =650 24$aIndentation depth. =650 24$aFinite element calculations. =700 1\$aPeterson, IRM,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12290J.htm =LDR 03450nab a2200541 i 4500 =001 JTE12288J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12288J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12288J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC176.8.M5 =082 04$a620.1/1892$223 =100 1\$aSchrems, KK.,$eauthor. =245 10$aVerification of Thin-Wall Ductile Iron Test Methodology /$cKK. Schrems, ÖN. Dogan, JA. Hawk. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aModifications need to be made to standard test procedures to determine the actual properties of thin-walled ductile iron castings. A series of experiments was performed on test bars to examine the effects of surface finish, elongation measurement techniques, and the amount of material removed during grinding. A paired t-test was used to show that strength and ductility increased as a result of removing the as-received (as-cast) surface. This is attributed to inaccuracies in measuring the cross section area of the rough surface as well as an actual increase in strain through removal of surface effects. A nontraditional method of measuring elongation (to retain the fracture surface) was compared to the standard ASTM method. The nontraditional method was found to be a conservative measure of elongation that is highly correlated with plastic strain as measured by the stress-strain curve. The amount of surface removed during grinding was found not to affect the mechanical properties with the exception of hardness, a surface measurement. It is suggested that thin-walled castings be tested in the condition the casting will be used, i.e., if the casting will be used with the as-cast surface, testing with the as cast surface will accurately reproduce the decrease in strain caused by the surface effects. If the casting will be ground before use, any amount of surface can be removed to make the testing convenient. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDuctile iron. =650 \0$aTest methods. =650 \0$aThin wall castings. =650 \0$aMechanical properties. =650 \0$aMicromechanics. =650 \0$aSolid state physics. =650 \0$aComposite materials. =650 14$aDuctile iron. =650 24$aThin wall castings. =650 24$aMechanical properties. =650 24$aTest methods. =700 1\$aDogan, ÖN.,$eauthor. =700 1\$aHawk, JA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12288J.htm =LDR 02940nab a2200529 i 4500 =001 JTE12283J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12283J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12283J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD262 =082 04$a547$223 =100 1\$aSiriwardane, HJ.,$eauthor. =245 10$aSynthesis of Methane Hydrate in an Unconsolidated Medium /$cHJ. Siriwardane, DH. Smith. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aUnder certain conditions of low temperature and high pressure, mixtures of small gas molecules and water form crystalline, ice-like compounds called clathrate hydrates. It is believed that large quantities of natural deposits of methane hydrate are formed in unconsolidated media from natural gas and water. Development of recovery techniques for this potential natural gas resource requires comprehensive laboratory investigations of engineering properties, which in turn require a capability for reproducibly synthesizing methane hydrate in unconsolidated matrix materials. This paper presents a procedure for synthesizing methane hydrate in an unconsolidated sand matrix. Results of dissociation experiments indicate that the samples prepared according to this procedure are relatively homogeneous and suitable for use in investigations of mechanical and other properties. The methane hydrate content and porosity of the samples can be controlled in the procedure developed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSynthesis. =650 \0$aHomogeneity. =650 \0$aMethane hydrate. =650 \0$aConversion ratio. =650 \0$aUnconsolidated media. =650 \0$aOrganic compounds$xSynthesis. =650 14$aMethane hydrate. =650 24$aSynthesis. =650 24$aUnconsolidated media. =650 24$aHomogeneity. =650 24$aConversion ratio. =700 1\$aSmith, DH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12283J.htm =LDR 02765nab a2200541 i 4500 =001 JTE12286J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12286J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12286J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS590 =082 04$a631.4/05$223 =100 1\$aSubba Rao, KS.,$eauthor. =245 13$aAn Apparatus for Evaluating Adhesion Between Soils and Solid Surfaces /$cKS. Subba Rao, MM. Allam, RG. Robinson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aAn apparatus in the direct shear mode has been developed to conduct soil-soil and soil-solid material interface tests in the undrained condition. Evaluation of the apparatus showed that all the requirements for simulating the undrained condition of shear are satisfied. The interface test results show that the adhesion factor ? increases with the surface roughness of the solid material. In the case of the normally consolidated state, ? is practically independent of the undrained shear strength of the clay for a given surface. For the overconsolidated state, ? depends on the undrained shear strength and the overconsolidation ratio for smooth surfaces but for rough surfaces, ? is independent of both undrained shear strength and overconsolidation ratio. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAdhesion. =650 \0$aCohesion. =650 \0$aAdhesion factor. =650 \0$aUndrained shear strength. =650 \0$aSoils. =650 \0$aSoil science$vPeriodicals. =650 14$aAdhesion. =650 24$aCohesion. =650 24$aAdhesion factor. =650 24$aUndrained shear strength. =650 24$aSoils. =700 1\$aAllam, MM.,$eauthor. =700 1\$aRobinson, RG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12286J.htm =LDR 03316nab a2200661 i 4500 =001 JTE12287J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12287J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12287J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS283 =082 04$a681/.760410288$223 =100 1\$aJumel, S.,$eauthor. =245 10$aSimulation of Irradiation Effects in Reactor Pressure Vessel Steels :$bthe Reactor for Virtual Experiments (REVE) Project /$cS. Jumel, C. Domain, J. Ruste, J-C Van Duysen, C. Becquart, A. Legris, P. Pareige, A. Barbu, E. Van Walle, R. Chaouadi, M. Hou, GR. Odette, RE. Stoller, BD. Wirth. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b38 =520 3\$aComponents of commercial nuclear reactors are subjected to neutron bombardments that can modify their mechanical properties. Prediction of in-service and post-service behaviors generally requires irradiation in so-called "test reactors" as well as subsequent mechanical testing in specialized hot cell facilities. However, the use of these research facilities is becoming more problematic, in particular due to increasing costs and decreasing availability. One way of partially mitigating these problems is to complement the empirical approach by developing tools for numerical simulation of irradiation effects in materials. The development of such tools is clearly an ambitious task that will require a long-term international collaborative effort. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRPV steels. =650 \0$aSimulation. =650 \0$aCode coupling. =650 \0$aRadiation effect. =650 \0$aPressure Vessels. =650 \0$aFilament winding. =650 14$aSimulation. =650 24$aRadiation effect. =650 24$aRPV steels. =650 24$aCode coupling. =700 1\$aDomain, C.,$eauthor. =700 1\$aRuste, J.,$eauthor. =700 1\$aVan Duysen, J-C,$eauthor. =700 1\$aBecquart, C.,$eauthor. =700 1\$aLegris, A.,$eauthor. =700 1\$aPareige, P.,$eauthor. =700 1\$aBarbu, A.,$eauthor. =700 1\$aVan Walle, E.,$eauthor. =700 1\$aChaouadi, R.,$eauthor. =700 1\$aHou, M.,$eauthor. =700 1\$aOdette, GR.,$eauthor. =700 1\$aStoller, RE.,$eauthor. =700 1\$aWirth, BD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12287J.htm =LDR 03595nab a2200553 i 4500 =001 JTE12284J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12284J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12284J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA297 =082 04$a519.54$223 =100 1\$aDeJong, JT.,$eauthor. =245 10$aMeasurement of Relative Surface Roughness at Particulate-Continuum Interfaces /$cJT. DeJong, JD. Frost, DR. Saussus. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe shearing behavior at particulate-continuum interfaces is influenced strongly by the continuum surface roughness. To date this surface has been characterized with absolute roughness parameters that represent various aspects of the spatial distribution of surface features. However, for particulate-continuum interfaces, the effect of continuum surface roughness on interface behavior is itself dependent on the particulate material characteristics. This interaction suggests that the surface roughness be characterized in relation to the contacting particulate material. Filtering algorithms such as low-pass and high-pass filters are frequently used to isolate components of a surface profile such as waviness and roughness. However, these filters consider peaks and valleys of a surface profile equally and hence implicitly assume each feature has the same effect on the interface behavior. An extensive analysis that traces the centroids of different diameter particles as they traverse across surfaces is presented herein. The resulting observations include: (1) peaks and valleys on a surface affect particulate-continuum interactions differently; (2) conventional surface roughness parameters do not account adequately for the characteristics of the contacting particulate material; and (3) conventional filters incorrectly isolate surface features of interest in particulate continuum interfaces. A framework that allows for these issues to be considered in evaluating the relative roughness of surfaces is presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInterfaces. =650 \0$aLow-pass filter. =650 \0$aSurface texture. =650 \0$aGaussian filters. =650 \0$aRoughness parameters. =650 \0$aFilters (Mathematics) =650 \0$aGaussian processes. =650 14$aSurface texture. =650 24$aInterfaces. =650 24$aGaussian filters. =650 24$aLow-pass filter. =650 24$aRoughness parameters. =700 1\$aFrost, JD.,$eauthor. =700 1\$aSaussus, DR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12284J.htm =LDR 04750nab a2200589 i 4500 =001 JTE12291J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12291J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12291J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP361 =082 04$a621.402/1$223 =100 1\$aMontemayor, RG.,$eauthor. =245 10$aPrecision and Equivalence of Automatic and Manual Flash Point Apparatus /$cRG. Montemayor, MA. Collier, GG. Lazarczyk. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b42 =520 3\$aThe flash point of a liquid material is used to classify whether the material is flammable or combustible. Historically, flash point determination has been done using manual flash point apparatus. However, the advent of automatic flash point apparatus, especially in the petroleum and related industries, brought about improved testing efficiency such that manual flash point determination is becoming the less preferred way of determining flash point. Three ASTM standard test methods, namely, D 56 "Flash Point by Tag Closed Cup Tester," D 92 "Flash and Fire Points by Cleveland Open Cup," and D 93 "Flash Point by Pensky-Martens Closed Cup Testers" are the most common test methods used in the various specifications and regulatory requirements for determining the flash point of materials. Three interlaboratory studies were conducted in 1991 to determine new precision values for the ASTM D 56, D 92, and D 93 flash point test methods, and to determine if the flash points obtained by the automatic apparatus are statistically equivalent to the flash points obtained by the manual apparatus in each of these three standard test methods. The pooled repeatability at a 95% confidence level for the D 56 flash point was found to be 1.1°C (manual) and 1.2°C (automatic) for flash points below 60°C; and 1.4°C (manual) and 1.6°C (automatic) for flash points at or above 60°C. The pooled reproducibility for D 56 at a 95% confidence level was found to be 4.1°C (manual) and 4.3°C (automatic) for flash points below 60°C; and 5.8°C (manual) and 5.1°C (automatic) for flash points at or above 60°C. For D 92, a repeatability at a 95% confidence level of 4°C (manual) and 8°C (automatic); and a reproducibility at a 95% confidence level of 13°C (manual) and 18°C (automatic), were obtained. The precision for D 93 was shown to be dependent on the flash point value, with a repeatability at a 95% confidence level of 0.032 X °C (manual) and 0.035 X °C (automatic), and a reproducibility at a 95% confidence level of 0.073 X °C (manual) and 0.078 X °C (automatic). Standard statistical evaluation tests were performed on the data for the three test methods. Essentially, no statistically significant differences were found between automatic and manual D 56, automatic and manual D 92, and automatic and manual D 93 flash point results. Thus, the interlaboratory studies of the three flash point test methods indicated that automatic flash point results are equivalent to manual flash point results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlash point. =650 \0$aFlammability. =650 \0$aTag Closed Cup. =650 \0$aCleveland Open Cup. =650 \0$aManual flash point. =650 \0$aAutomatic flash point. =650 \0$aFlash point (Thermodynamics) =650 \0$aFlash point (Thermodynamics)$xHandbooks, manuals, etc. =650 14$aFlash point. =650 24$aManual flash point. =650 24$aAutomatic flash point. =650 24$aTag Closed Cup. =650 24$aCleveland Open Cup. =650 24$aPensky-Martens Closed Cup. =650 24$aFlammability. =700 1\$aCollier, MA.,$eauthor. =700 1\$aLazarczyk, GG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12291J.htm =LDR 03287nab a2200577 i 4500 =001 JTE12289J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12289J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12289J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC176.8.M5 =082 04$a620.1/1892$223 =100 1\$aAyad, R.,$eauthor. =245 10$aEffect of the Aging of the "Product/Package" System on the Mechanical Properties of Plastic Packaging /$cR. Ayad, L. Safa, G. Bureau, S. Marull. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThe influence of aging of four cosmetic formulations on the mechanical properties of plastic packaging is studied. Four thermoplastic materials in the form of bottles were used: polyethylene, polypropylene, polyethylene terephthalate, and polyethylene terephthalate glycol copolymer. Bottles were filled with cosmetic formulations and put into a steam room at 42°C for 15 days, 1 month, 2 months, and 3 months. Periodically, bottles were emptied, and mechanical properties and performances (tensile test, compression, and under-pressure tests) were studied as well as the wall thickness, the glass transition temperature (Tg), the crystallinity, and the kinetic sorption by Fourier transform infrared spectrometry. A significant change of mechanical properties was observed after the sorption of cosmetic components into the materials: this change depending on the type of material (especially for polyethylene and polypropylene) and on the cosmetic formulation. These changes must be minimized, particularly in the light of reducing packaging weight. This work leads to a new optimization methodology permitting the anticipation of packaging design. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAging. =650 \0$aSorption. =650 \0$aDeformation. =650 \0$aPlastic material. =650 \0$aMechanical properties. =650 \0$aMicromechanics. =650 \0$aSolid state physics. =650 \0$aComposite materials. =650 14$aMechanical properties. =650 24$aDeformation. =650 24$aAging. =650 24$aPlastic material. =650 24$aSorption. =700 1\$aSafa, L.,$eauthor. =700 1\$aBureau, G.,$eauthor. =700 1\$aMarull, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12289J.htm =LDR 03223nab a2200505 i 4500 =001 JTE12293J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12293J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12293J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA169 =082 04$a620.00452$223 =100 1\$aMontemayor, RG.,$eauthor. =245 10$aPrecision and Relative Bias of Automatic and Manual Refractometers Using ASTM D 1218 at 20°C /$cRG. Montemayor. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe refractive index at a given temperature is an important specification parameter for a large number of petroleum products as well as various paraffinic, olefinic, and aromatic hydrocarbon solvents. It is an easy and quick test method to assure the quality and identity of a specific material. Historically, refractive index and refractive dispersion have been measured using manual refractometers. The advent of digital automatic refractometers has made the measurement of refractive index much easier. An interlaboratory study was conducted in 1996 to determine the precision of automatic refractometers and to compare the results with manual instruments. The study involved eight different samples, ten laboratories that used automatic instruments, and six laboratories that used manual instruments, using ASTM D 1218, Test Method for Refractive Index and Refractive Dispersion of Hydrocarbon Liquids, at 20°C. The repeatability of both automatic and manual refractometers was determined to be 0.0002. The reproducibility of both automatic and manual refractometers was determined to be 0.0005. The study showed that there was no statistically significant difference between results obtained with automatic and manual refractometers using ASTM D 1218 at 20°C at a 95% confidence level. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRefractometer. =650 \0$aRepeatability. =650 \0$aReproducibility. =650 \0$aRefractive index. =650 \0$aReproducibility of Results. =650 \0$aReliability (Engineering) =650 14$aRefractive index. =650 24$aRepeatability. =650 24$aReproducibility. =650 24$aRefractometer. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12293J.htm =LDR 03257nab a2200553 i 4500 =001 JTE12285J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12285J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12285J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aLópez, FS.,$eauthor. =245 10$aFlexural Characteristics of Sunlight-Aged Polyester Composites :$bInfluence of Processing Variables /$cFS. López, C. Ferrer, MD. Salvador, V. Amigo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b62 =520 3\$aThis work presents the results of flexural tests carried out on samples aged for different periods of time in a UV-Visible light chamber. The processing variables studied were the type of reinforcing fabric, the resin type, and the cure conditions. The evolution of flexural characteristics with time exposure adjusts to a mathematical model that corresponds to a damped exponential curve. The aging degree varies between 16 and 41%, depending on the preparation of the composites and the mechanical characteristics of the material. The aged material featured losses of its mechanical properties, and more on toughness than on strength properties. The kind of unsaturated o-phthalic polyester resin used showed no influence on the loss of mechanical properties. High cure temperatures decreased the loss of toughness to a higher degree than that observed for the loss of strength. The configuration of the reinforced fabrics used also influenced the mechanical properties: a mixed taffeta-multiaxial reinforced configuration leads to a high loss index on toughness properties and modulus of the composite. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlexural properties. =650 \0$aGlass fiber fabrics. =650 \0$aSunlight degradation. =650 \0$aManufacturing variables. =650 \0$acomposite material. =650 \0$aComposites. =650 14$aPolyester-matrix composites. =650 24$aGlass fiber fabrics. =650 24$aFlexural properties. =650 24$aSunlight degradation. =650 24$aManufacturing variables. =700 1\$aFerrer, C.,$eauthor. =700 1\$aSalvador, MD.,$eauthor. =700 1\$aAmigo, V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12285J.htm =LDR 03229nab a2200541 i 4500 =001 JTE12292J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12292J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12292J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC78.7.T6 =082 04$a616.07 54 05$223 =100 1\$aMaschio, C.,$eauthor. =245 10$aUsing X-ray Computerized Tomography for Characterization of Defects in Cartridge Filters /$cC. Maschio, ACF de Arruda. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aCartridge filter manufacturers conventionally use air permeability and bubble point tests for the evaluation of integrity and filtration rating of their filter elements. These tests reveal information only upstream and downstream of the filters. If a region of low density and a region of high density (compared to the mean density of the filter) exist in the interior of the element, these two regions may be superimposed and the results of the test may cause acceptance of an imperfect filter. The present paper shows the use of an X-ray computerized tomography scanner for visualization of internal defects in the cartridge filter elements used in industrial and domestic applications. Tomographic images with good contrast were obtained. The images clearly revealed cracks in the activated carbon filter and regions of high density in the fibrous filter (meltblown type). Finally, the main objective of this paper is to show that X-ray computerized tomography can be used successfully within the filter industries as a potential tool in the evaluation of existing products, and as a support in new product development. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCartridge filters. =650 \0$aBubble point testing. =650 \0$aAir permeability testing. =650 \0$aDefects characterization. =650 \0$aTomography. =650 \0$aRadiological stratigraphy. =650 \0$aTomographic imaging. =650 14$aX-ray computerized tomography. =650 24$aCartridge filters. =650 24$aAir permeability testing. =650 24$aBubble point testing. =650 24$aDefects characterization. =700 1\$ade Arruda, ACF,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12292J.htm =LDR 02903nab a2200481 i 4500 =001 JTE11282J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11282J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11282J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aChiang, YJ.,$eauthor. =245 10$aRobust Design of the Iosipescu Shear Test Specimen for Composites /$cYJ. Chiang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aFor the purpose of improving the accuracy of the Iosipescu shear test method, researchers have been interested in analyzing the uniformity of shear stress distribution along the notched cross section for different design configurations of specimens made of various materials. But a one-factor-at-a-time approach cannot lead to a full understanding of the shearing behavior. The statistical design of experiments based on finite element models is employed here to characterize impacts of main effects and interactions among various design factors on the uniformity of shear stress distribution along the notched cross section for two kinds of unidirectional laminae with different orthotropy: Boron/Al (boron-fiber-reinforced aluminum) and Gl/Epoxy (glass-fiber-reinforced epoxy). It is shown that (a) the notch radius and height of a specimen are significant factors, (b) the notch angle is also significant, and 90° is better than 110° in reducing the variation of shear stress distribution, and (c) some two-factor interactions are influential. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShear tests. =650 \0$aComposite materials. =650 \0$aFinite element methods. =650 \0$aCompositematerials. =650 14$aStatistical design of experiments. =650 24$aFinite element methods. =650 24$aShear tests. =650 24$aComposite materials. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11282J.htm =LDR 02573nab a2200577 i 4500 =001 JTE11288J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11288J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11288J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF1416 =082 04$a658.8/48$223 =100 1\$aPao, C.,$eauthor. =245 10$aNational Institute for Certification in Engineering Technologies Certification :$bAddressing the Technician Component of Laboratory Quality /$cC. Pao, MA. Clark, JD. Antrim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aEssential to any quality laboratory operation are its technicians. A laboratory might well meet the accreditation requirements for facilities and equipment, personnel training policies, and management practices but consistent, high-quality operation cannot exist without competent personnel performing the various activities. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompetence. =650 \0$aExamination. =650 \0$aCertification. =650 \0$aQuality assurance. =650 \0$aLaboratory technician. =650 \0$aExport marketing. =650 \0$aQualitycontrol$xStandards. =650 \0$aQualityassurance$xStandards. =650 14$aQuality assurance. =650 24$aCertification. =650 24$aCompetence. =650 24$aNational Institute for Certification in Engineering Technologies (NICET) =650 24$aExamination. =650 24$aLaboratory technician. =700 1\$aClark, MA.,$eauthor. =700 1\$aAntrim, JD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11288J.htm =LDR 02599nab a2200529 i 4500 =001 JTE11283J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11283J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11283J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN752.T54 =082 04$a669/.96142$223 =100 1\$aBian, S.,$eauthor. =245 14$aThe Unlubricated Sliding Wear of Steels :$bThe Contact Conditions in the Sliding Zone /$cS. Bian, S. Maj, DW. Borland. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aPreviously reported studies of the unlubricated sliding of quenched-and-tempered steel pins against similarly treated rings have been supplemented by temperature measurements and tests over a range of loads and speeds.The rate of wear of a pin depends on the hardness of the countersurface; it is shown that the increase in the rate for softer rings is accompanied by a higher temperature in the pin and a rougher wear track on the ring.Attention is thereby drawn towards the conditions in the contact zone, both during running in and when a steady state has been reached.Erratum to this paper appears in 24(4) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteel. =650 \0$aSliding wear. =650 \0$aWear testing. =650 \0$aContact conditions. =650 \0$aMetals$xThermomechanical treatment. =650 \0$aSteel$xMetallurgy. =650 14$aSliding wear. =650 24$aWear testing. =650 24$aSteel. =650 24$aContact conditions. =700 1\$aMaj, S.,$eauthor. =700 1\$aBorland, DW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11283J.htm =LDR 02751nab a2200613 i 4500 =001 JTE11287J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11287J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11287J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLB2331.65.G7 =082 04$a378.41$223 =100 1\$aTerjimanian, A.,$eauthor. =245 10$aEvolution of the Internal Quality Audit at Ford Motor Company's Central Laboratory /$cA. Terjimanian, CJ. Kelly. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThis paper discusses the evolution of an internal laboratory quality audit which takes into account the needs and expectations of the laboratory customers, the laboratory management, and the laboratory employees. This audit has been in operation for over 15 years and its development and early years were reported at an ASTM Symposium in 1981. Since then a number of changes have been implemented to improve the effectiveness of the audit. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAudit. =650 \0$aReport format. =650 \0$aTurnaround time. =650 \0$aCustomer feedback. =650 \0$aLaboratory quality. =650 \0$aProcess improvement. =650 \0$aQuality audit manual. =650 \0$aUniversities and colleges$xStandards$zEngland. =650 \0$aEducation, Higher$zGreat Britain$xQualityaudit. =650 14$aLaboratory quality. =650 24$aAudit. =650 24$aReport format. =650 24$aQuality audit manual. =650 24$aDiscrepancy seriousness classification. =650 24$aCustomer feedback. =650 24$aTurnaround time. =650 24$aDeming PDCA cycle. =650 24$aProcess improvement. =700 1\$aKelly, CJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11287J.htm =LDR 02641nab a2200493 i 4500 =001 JTE11285J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11285J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11285J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1403 =082 04$a382/.4567700954$223 =100 1\$aEpps, HH.,$eauthor. =245 10$aPrediction of Single-Layer Fabric Air Permeability by Statistical Modeling /$cHH. Epps. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aHistorically, it has been difficult to directly obtain accurate air permeability measurements of open-structured textile fabrics. Although measurements can be made using a nonstandard pressure differential between the two fabric surfaces, this technique may not be reliable. An alternative method of determining permeability of open-structured fabrics by extrapolation from measurements of multiple layers is used on a limited basis with instruments that may not have a full range of air permeability measurement capability. This research evaluates the accuracy of this method through comparison of statistically predicted values with actual measurements of fabrics whose permeabilities lie within the measurement range specified in the standard test method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTextile fabrics. =650 \0$aAir permeability. =650 \0$aNonlinear regression. =650 \0$aStatistical modeling. =650 \0$aTextileindustry. =650 14$aAir permeability. =650 24$aNonlinear regression. =650 24$aStatistical modeling. =650 24$aTextile fabrics. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11285J.htm =LDR 03071nab a2200553 i 4500 =001 JTE11284J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11284J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11284J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLB3060.8 =082 04$a371.26/0973$223 =100 1\$aKandhal, PS.,$eauthor. =245 10$aPrecision of Marshall Stability and Flow Test Using 6-in. (152.4-mm) Diameter Specimens /$cPS. Kandhal, Y. Wu, F. Parker, PA. Spellerberg. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aEarlier studies have shown that the repeatability of Marshall stability, flow, and air voids content measurements on 6-in. (152.4-mm) diameter specimens of large stone mixes is better than the repeatability on 4-in. (101.6-mm) diameter specimens. A round robin study involving twelve participating laboratories was conducted to provide information for developing a precision statement for the ASTM Test Method for Resistance to Plastic Flow of Bituminous Mixtures Using Marshall Apparatus (6 inch-Diameter Specimen) (D 5581). Difference two-sigma (d2s) limits were developed to determine acceptable single and multilaboratory differences for bulk specific gravity, percent voids, Marshall stability, and Marshall flow measurements. Analysis of other data collected during the study indicated that stability and flow measurements are not sensitive to minor differences in various 6-in. (152.4-mm) diameter breaking heads currently in use. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMarshall flow. =650 \0$aPercent voids. =650 \0$aLarge stone mixes. =650 \0$aMarshall stability. =650 \0$aPrecision statement. =650 \0$aEducationaltestsand measurements$xInterpretation. =650 14$aLarge stone mixes. =650 24$aMarshall stability. =650 24$aMarshall flow. =650 24$aPercent voids. =650 24$aPrecision statement. =700 1\$aWu, Y.,$eauthor. =700 1\$aParker, F.,$eauthor. =700 1\$aSpellerberg, PA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11284J.htm =LDR 03087nab a2200553 i 4500 =001 JTE11286J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11286J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11286J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aKJE6554 =082 04$a341.7/5$223 =100 1\$aKay, A.,$eauthor. =245 10$aThird-Party Inspection Agency Response to Changing Needs /$cA. Kay. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe third-party inspection process is part of the commercial mechanism and as commerce changes so must independent inspection. Additionally, technological development also plays a major role. A third element is the impact of regulatory compliance; both its direct impact on commerce and its indirect impact on operations. In recent years both commerce and technology have brought about change and response. To be commercially viable, the third party inspector must be able to demonstrate strict conformance to recognized standards. How to assure this conformance has been a predominant issue with inspectors and their clients for many years. Accreditation of one kind or another, whether global in nature such as ISO 9000 or local, such as a single facility audit or a combination of both, has been the most recent vehicle for trying to reach this goal. The result of this is a tapestry of commerce and technology, interwoven with threads of compliance and conformance, both mandatory and voluntary. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInspectors. =650 \0$aAccreditation. =650 \0$aQuality standards. =650 \0$aRegulatory compliance. =650 \0$aThird-party inspection. =650 \0$aConformance to standards. =650 \0$aStandardization$zEuropean Union countries$xMarks. =650 \0$aQualitystandards$xAssurance$zUnited States. =650 14$aThird-party inspection. =650 24$aInspectors. =650 24$aRegulatory compliance. =650 24$aConformance to standards. =650 24$aAccreditation. =650 24$aQuality standards. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11286J.htm =LDR 03569nab a2200589 i 4500 =001 JTE11289J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11289J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11289J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF1416 =082 04$a658.8/48$223 =100 1\$aSpellerberg, PA.,$eauthor. =245 10$aDevelopment and Application of a Quality System Standard for Construction Materials Testing Laboratories /$cPA. Spellerberg, WL. Trimm, JH. Pielert. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe American Association of State Highway and Transportation Officials (AASHTO) Accreditation Program (AAP) was initiated by AASHTO in 1988 as a tool for promoting the quality of testing in construction materials laboratories. The program currently has around 120 laboratories accredited for testing of various construction materials. In the program it became apparent that there was a need to provide specific guidance to laboratories in preparing and implementing a quality system. In response, AASHTO prepared Recommended Practice R18-92I, "Establishing and Implementing a Quality System for Construction Materials Testing Laboratories." While generally based on existing ASTM and International Standards Organization (ISO) standards, Practice R18 is much more definitive in regard to evaluation criteria for construction materials laboratories. It includes an appendix that provides illustrated examples of documents, forms, and standard operating procedures, which may be used by the laboratory in preparing a quality manual. Practice R18 has been adopted for use in the AASHTO Materials Reference Laboratory (AMRL) Laboratory Inspection Program, and became mandatory for laboratories participating in the AASHTO Accreditation Program in April 1994. This paper presents an overview of Practice R18 and its use in the AMRL Laboratory Inspection Program and the AASHTO Accreditation Program. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aQuality. =650 \0$aTesting. =650 \0$aStandards. =650 \0$aLaboratory. =650 \0$aAccreditation. =650 \0$aConstruction materials. =650 \0$aExport marketing. =650 \0$aQualitycontrol$xStandards. =650 \0$aQualityassurance$xStandards. =650 14$aAccreditation. =650 24$aConstruction materials. =650 24$aLaboratory. =650 24$aQuality. =650 24$aStandards. =650 24$aTesting. =700 1\$aTrimm, WL.,$eauthor. =700 1\$aPielert, JH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11289J.htm =LDR 02551nab a2200613 i 4500 =001 JTE10569J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10569J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10569J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN690.7 =082 04$a671.7/2$223 =100 1\$aTomlinson, PN.,$eauthor. =245 12$aA Mathematical Model for the Determination of the Breakage Distribution in Batch Grinding /$cPN. Tomlinson, RD. Venter, R. de Malherbe, L. Lees. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aA mathematical model analogous to the rate of decay of radioactive materials has been developed to describe the unit operation of comminution. The model provides a useful theoretical base from which the fraction by weight on screens of different sizes can be determined after defined periods of grinding. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aScreens. =650 \0$aBreaking. =650 \0$aComminution. =650 \0$aDistribution. =650 \0$aBreakage parameters. =650 \0$aFractional breakdown. =650 \0$aGrinding. =650 \0$aGrinding (comminution) =650 \0$aGrinding and polishing. =650 14$aBreaking. =650 24$aGrinding (comminution) =650 24$aComminution. =650 24$aDistribution. =650 24$aScreens. =650 24$aBreakage parameters. =650 24$aFractional breakdown. =700 1\$aVenter, RD.,$eauthor. =700 1\$ade Malherbe, R.,$eauthor. =700 1\$aLees, L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10569J.htm =LDR 02380nab a2200529 i 4500 =001 JTE10568J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10568J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10568J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN697.A47 =082 04$a669.722$223 =100 1\$aNordmark, GE.,$eauthor. =245 10$aFatigue Crack Arrest at Low Stress Intensities in a Corrosive Environment /$cGE. Nordmark, WG. Fricke. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aCrack opening displacement measurements and scanning electron microscope observations were used to investigate the cause of fatigue crack arrest that occurred in compact specimens of several aluminum alloys at low stress intensities in simulated sump water. The observations for 7475-T7351 specimens indicate that the crack arrest resulted from a progressive buildup of corrosion product on the crack surface. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aCrack arrest. =650 \0$aAluminum alloys. =650 \0$aFatigue (materials) =650 \0$aAluminum. =650 \0$aMaterial characterization. =650 \0$aAluminum$xMetallurgy. =650 14$aAluminum alloys. =650 24$aStresses. =650 24$aFatigue (materials) =650 24$aCrack arrest. =700 1\$aFricke, WG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10568J.htm =LDR 03224nab a2200685 i 4500 =001 JTE10566J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10566J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10566J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a624.1/8$223 =100 1\$aChirigos, JN.,$eauthor. =245 10$aInfluence of Material Property Variations on the Assessment of Structural Integrity of Nuclear Components /$cJN. Chirigos, TA. Meyer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe question, "Where can the generation of new material property data reduce overly conservative design in reactor systems?" presently exists in the nuclear industry. The question is answered by identifying where conservatism exists relative to determining material property variations. Several areas are reviewed to identify conservatism and the sensitivity of structural integrity evaluation results to the property variations. The areas reviewed were fluence dependence of the transition temperature, fracture toughness, the drop in upper shelf toughness, the arrest toughness, the material thermal properties, and the fatigue crack growth rate. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aArrest toughness. =650 \0$aNuclear reactors. =650 \0$aFracture mechanics. =650 \0$aFracture toughness. =650 \0$aFatigue (materials) =650 \0$aFatigue crack growth. =650 \0$aStructural integrity. =650 \0$aUpper shelf toughness. =650 \0$aTransition temperature. =650 \0$aMechanical properties. =650 \0$aComposites. =650 \0$aComposite materials$xMechanical properties. =650 14$aNuclear reactors. =650 24$aMechanical properties. =650 24$aFatigue (materials) =650 24$aFracture mechanics. =650 24$aFracture toughness. =650 24$aStructural integrity. =650 24$aTransition temperature. =650 24$aArrest toughness. =650 24$aFatigue crack growth. =650 24$aNuclear plant heat-up and cool-down. =650 24$aReactor vessel accident analysis. =650 24$aUpper shelf toughness. =700 1\$aMeyer, TA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10566J.htm =LDR 02638nab a2200661 i 4500 =001 JTE10571J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10571J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10571J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA656 =082 04$a624.1/71$223 =100 1\$aBeese, JG.,$eauthor. =245 10$aSome Parameters Influencing the Release Pressure of Reverse-Buckling Safety Disks /$cJG. Beese. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aIn recent years safety disks based on the principle of the reverse buckling of a spherical, metallic cap have been developed. In this paper the influence on the disk-buckling pressure of (1) the orifice diameter of the flange-holding ring and (2) heat treatment of the dome before assembly is examined. It is found that both orifice diameter and heat treatment influence the value of the reverse-buckling pressure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSafety. =650 \0$aAluminum. =650 \0$aDiameter. =650 \0$aDiaphragm. =650 \0$aThickness. =650 \0$aDome height. =650 \0$aSpherical cap. =650 \0$aHeat treatment. =650 \0$aHydrostatic pressure. =650 \0$aBuckling. =650 \0$aBuckling (Mechanics) =650 \0$aPressure. =650 14$aSafety. =650 24$aBuckling. =650 24$aPressure. =650 24$aDiaphragm. =650 24$aSpherical cap. =650 24$aHydrostatic pressure. =650 24$aDiameter. =650 24$aThickness. =650 24$aDome height. =650 24$aAluminum. =650 24$aHeat treatment. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10571J.htm =LDR 02411nab a2200493 i 4500 =001 JTE10570J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10570J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10570J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA3 =082 04$a660/.284245$223 =100 1\$aJohnston, PR.,$eauthor. =245 10$aDetermining Filtration Efficiency by Comparing the Particle-Size Distribution in the Feed Stream to that in the Filtrate /$cPR. Johnston. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aExactly how the investigator should make the comparison between the particle-size distribution in the feed stream to that in the filtrate is the subject of controversy between those who determine the cumulative number of particles versus particle diameter and those who determine the number of particles in each of many diameter ranges.The present discussion, based on the number of particles in each diameter range, addresses the question, "What width of a diameter range should be considered?". =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFiltration ratio. =650 \0$aFluid filters. =650 \0$aFiltration. =650 \0$aFiltration efficiency. =650 14$aParticle size distribution. =650 24$aFluid filters. =650 24$aFiltration. =650 24$aFiltration efficiency. =650 24$aFiltration ratio. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10570J.htm =LDR 02933nab a2200577 i 4500 =001 JTE10567J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10567J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10567J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aUnderwood, JH.,$eauthor. =245 10$aCooperative Plane Strain Fracture Toughness Tests with C-Shaped Specimens /$cJH. Underwood, DP. Kendall. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThe results of a cooperative test program on plane strain fracture toughness (KIc) testing with C-shaped specimens are reported and discussed. Results of 48 tests by eight laboratories using specimens with two different loading hole locations are included. The effects of specimen geometric variables, such as eccentricity of the inner and outer surfaces and nonperpendicularity of these surfaces with the specimen faces, on the measured and calculated KIc are discussed. The C-shaped specimen results are compared with measured KIc values obtained with standard compact specimens. Results show that both versions of the C-shaped specimen yield accurate values of measured KIc. Normal geometric variations, as would be expected from machining of the specimen from an existing hollow cylinder, have no significant effect on the measured KIc. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrains. =650 \0$aToughness. =650 \0$aTest method. =650 \0$aHollow cylinder. =650 \0$aCooperative tests. =650 \0$aFractures (materials) =650 \0$aFracture. =650 \0$aFracture mechanism. =650 \0$aElastic-plastic fracture. =650 14$aFractures (materials) =650 24$aStrains. =650 24$aToughness. =650 24$aCooperative tests. =650 24$aTest method. =650 24$aHollow cylinder. =700 1\$aKendall, DP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10567J.htm =LDR 02387nab a2200469 i 4500 =001 JTE10572J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10572J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10572J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.78 =082 04$a620.43$223 =100 1\$aLange, FF.,$eauthor. =245 10$aPowder-Cushion Gripping to Promote Good Alignment in Tensile Testing /$cFF. Lange, ES. Diaz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aA tensile testing technique utilizing a powder-cushion between the specimen/grip surfaces has been devised and tested. Bending strains associated with this gripping technique have been determined as a function of load with a buttonhead specimen instrumented with nine strain gages. Experiments with eight different powders showed that lubricating powders such as graphite and boron nitride are more effective in producing good alignment, with graphite considered superior. Alignment obtained with the graphite powdercushion is comparable with that obtained with more complex devices and procedures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStress concentration. =650 \0$aAlignment. =650 \0$aTension tests. =650 14$aTension tests. =650 24$aAlignment. =650 24$aStress concentration. =700 1\$aDiaz, ES.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10572J.htm =LDR 03007nab a2200541 i 4500 =001 JTE20130332 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130332$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130332$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD561 =082 04$a541.3/72$223 =100 1\$aLiu, Tao,$eauthor. =245 10$aIonic Conductivity of a Carbonate-Ion Conductor /$cTao Liu, Li. Lin, Jingkun Yu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b41 =520 3\$aA systematic investigation on ionic conductivity of a carbonate-ion conductor has been reported. La0.8Sr0.2Ga0.83Mg0.17O2.815 (LSGM), LiKCO3 (MC), and LiNiO2 were prepared by solid-state reaction, respectively. A dual-phase LSGM and MC were mixed LSGM-MC. The effect of temperature on impedance spectra and effective ionic conductivity of LSGM-MC was investigated. The effect of electrode materials on impedance spectra was also investigated. The results showed that there was no solid reaction between LSGM, MC, and LiNiO2. As the physical state of MC transformed from solid state to liquid state, ionic conductivity of the carbonate-ion conductor was dependent on temperature. There was a significant difference for MC in three temperature range: t <= 460°C, 460°C < t < 486°C, and t >= 486°C. DTA analysis showed that temperatures of melting and solidification agree with those of ionic conductivity. Compared with Ag and LSGM-MC-LiNiO2, Au is a better cathode material. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCarbon dioxide. =650 \0$aImpedance spectra. =650 \0$aIonic conductivity. =650 \0$aCarbonate-ion conductor. =650 \0$aSolutions ioniques. =650 \0$aElectrolytes$xConductivity. =650 \0$aIonic solutions. =650 14$aCarbonate-ion conductor. =650 24$aCarbon dioxide. =650 24$aImpedance spectra. =650 24$aIonic conductivity. =700 1\$aLin, Li.,$eauthor. =700 1\$aYu, Jingkun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130332.htm =LDR 03292nab a2200577 i 4500 =001 JTE20130218 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130218$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130218$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aHari Krishna, C.,$eauthor. =245 10$aEffect of Lubrication in Cold Upsetting Using Experimental and Finite Element Modeling /$cC. Hari Krishna, M. J. Davidson, C. Nagaraju, P. Ramesh Kumar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aAn effective lubricant will always enhance the formability of a material when applied at the die-billet interface in cold upsetting processes. High friction at the die-billet interface leads to adhesion of the cylindrical billets to the surfaces of the die, and barreling can occur. The present work focuses on the experimental and finite element investigation of the cold upsetting process of AA2014-T6 cylindrical billets under different friction conditions. The forces, stresses, and strains required for deformation were analyzed for different lubrication conditions using the finite-element-based software DEFORM 2D. The sliding velocity and sliding distance of the material are explained with the aid of computational results. The barreling radii determined from the computational techniques and analytical results were in close agreement. The influence of lubrication on stresses-namely, axial stress, hoop stress, and hydrostatic stress-was investigated. Finite element investigations were conducted for friction factors ranging from m = 0 to m = 1 to predict the effect of stresses on the formability of the billets. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAdhesion. =650 \0$aFriction. =650 \0$aUpsetting. =650 \0$aFormability. =650 \0$aBarrel radius. =650 \0$aElectrical and Electronic Engineering. =650 \0$aMechanical Engineering. =650 \0$aCivil Engineering. =650 14$aUpsetting. =650 24$aFriction. =650 24$aFormability. =650 24$aBarrel radius. =650 24$aAdhesion. =700 1\$aDavidson, M. J.,$eauthor. =700 1\$aNagaraju, C.,$eauthor. =700 1\$aRamesh Kumar, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130218.htm =LDR 03015nab a2200505 i 4500 =001 JTE20130278 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130278$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130278$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA41 =082 04$a620.1/12$223 =100 1\$aZhu, Li-na,$eauthor. =245 10$aComparison of Four Different Methods to Determine the Hardness of Plasma-sprayed Cr3C2-NiCr Coating by Nano-indentation /$cLi-na Zhu, Bin-shi Xu, Hai-dou Wang, Cheng-biao Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aA Cr3C2-NiCr coating with a thickness of 200 ?m was deposited on an AISI 1045 steel substrate using a supersonic plasma-spray technique. The hardness of the Cr3C2-NiCr coating was characterized by a nano-indenter equipped with an atomic force microscope (AFM). The AFM images indicated that the nano-indents on the Cr3C2-NiCr coating exhibited significant "pile-up" deformation. Such pile-up behavior needs to be taken into account in hardness determination because the pile-up height accounts for a large proportion of the indentation depth. In this paper, four different methods are compared to determine the hardness of the Cr3C2-NiCr coating: the Oliver-Pharr method, two work-of-indentation methods (total work of indentation and plastic work of indentation), and an AFM analysis method. The results show that the Oliver-Pharr and work-of-indentation methods overestimated the hardness, and the AFM analysis method is considered as a more accurate method for determining the hardness of the Cr3C2-NiCr coating. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIndentation. =650 \0$aAtomic force microscopy. =650 \0$aNano-indentation. =650 \0$aHardness. =650 14$aIndentation. =650 24$aHardness. =650 24$aAtomic force microscopy. =700 1\$aXu, Bin-shi,$eauthor. =700 1\$aWang, Hai-dou,$eauthor. =700 1\$aWang, Cheng-biao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130278.htm =LDR 02794nab a2200529 i 4500 =001 JTE20130009 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130009$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130009$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519.2/4$223 =100 1\$aAslam, Muhammad,$eauthor. =245 10$aMixed Multiple Dependent State Sampling Plans Based on Process Capability Index /$cMuhammad Aslam, Saminathan Balamurali, Muhammad Azam, G. Sirnvasa Rao, Chi-Hyuck June =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aIn this paper, a mixed multiple dependent state sampling plan based on the process capability index is presented for a quality characteristic of interest follows a normal distribution. The parameters of the proposed plan are determined with regard to the producer's and consumer's risks for specified values of acceptable quality level and limiting quality level. Tables containing parameters of the proposed plan are provided for symmetry and asymmetry cases. The advantages of the proposed plan over the attribute plan in terms of the sample size are discussed. An industrial example is given to explain the proposed procedure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNormal distribution. =650 \0$aProcess capability index. =650 \0$aDistribution (Probability theory) =650 \0$aMultivariate analysis. =650 14$aNormal distribution. =650 24$aProcess capability index. =650 24$aMultiple dependent state plan. =650 24$aProducer and consumer risks. =700 1\$aBalamurali, Saminathan,$eauthor. =700 1\$aAzam, Muhammad,$eauthor. =700 1\$aRao, G. Sirnvasa,$eauthor. =700 1\$aJun, Chi-Hyuck,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130009.htm =LDR 03559nab a2200529 i 4500 =001 JTE20130217 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130217$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130217$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT55.47.O42 =082 04$a620.0044$223 =100 1\$aLiao, Mao-Sheng,$eauthor. =245 10$aImproving the Management and Operational Success of the Third Party Logistics Industry in Taiwan :$bApplication of Fuzzy Quality Function Deployment /$cMao-Sheng Liao, Shu-Chen Lin, Gin-Shuh Liang, Chin-Yuan Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b78 =520 3\$aThe main purpose of this paper is to illustrate the application of the fuzzy quality function deployment (FQFD) approach to identify the technical requirements for improving the management and operational success of a third-party logistics (3PL) industry. First, the questions of "what" the key success factor (KSF) needs may be and "how" the technical requirements should be made are emphasized on a house of quality matrices. Then, to effectively grasp the inherent fuzziness of human judgments and preferences, the systematic steps using FQFD are proposed. Subsequently, an empirical study of 3PL industry in Taiwan is utilized to demonstrate the systematic steps. This study's results show that the five major technical requirements for improving the management and operational success requirements of 3PL industry are: (1) professional capability of service personnel, (2) complete information system, (3) good customer communication network, (4) superb technology and management skills, and (5) operational process optimization capability. In addition, this study also provides suggestions concerning the top five technical requirements for improving management and operational success in meeting KSF needs. These can be considered to be the key points for the operation and management planning of companies in the 3PL industry. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aKey success factor. =650 \0$aThird party logistics. =650 \0$aTriangular fuzzy number. =650 \0$aQuality function deployment$xFuzzy logic. =650 \0$aFuzzy logic$xQuality function deployment. =650 14$aFuzzy quality function deployment. =650 24$aKey success factor. =650 24$aThird party logistics. =650 24$aTriangular fuzzy number. =700 1\$aLin, Shu-Chen,$eauthor. =700 1\$aLiang, Gin-Shuh,$eauthor. =700 1\$aChen, Chin-Yuan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130217.htm =LDR 02875nab a2200541 i 4500 =001 JTE20120007 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120007$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120007$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD1761 =082 04$a338.10973$223 =100 1\$aXiangguo, Wu.,$eauthor. =245 10$aUltrasonic Testing Transformation Model of High Performance Fiber Reinforced Cementitious Composite /$cWu. Xiangguo, Zou Yongchao, Yu. Qun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aAccording to the homogeneous assumption of a material dispersed medium, a model named as an equivalent sandwich layer model was proposed in this paper for high performance fiber reinforced cementitious composite (HPFRCC). The velocity of ultrasonic waves in HPFRCC was transformed into the equivalent wave velocity value in normal mortar. The ultrasonic testing technique for HPFRCC was then constituted based on modern ultrasonic testing code. From the comparisons of strength between the model predictions and tests, it was shown that the ultrasonic testing method based on the sandwich layer model is feasible for HPFRCC. The model proposed in this paper may be a basis for the establishment of nondestructive testing technology for HPFRCC structures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConcrete. =650 \0$aStrength. =650 \0$aFiber reinforced. =650 \0$aUltrasonic method. =650 \0$aFiberplants$xResearch grants$zUnited States. =650 \0$aBUSINESS & ECONOMICS$xIndustries$xAgribusiness. =650 14$aUltrasonic method. =650 24$aFiber reinforced. =650 24$aConcrete. =650 24$aStrength. =650 24$aWave velocity transformation conversion. =700 1\$aYongchao, Zou,$eauthor. =700 1\$aQun, Yu.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120007.htm =LDR 03168nab a2200505 i 4500 =001 JTE20130236 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130236$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130236$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a620.1/123$223 =100 1\$aMahmoudi, A. H.,$eauthor. =245 12$aA Novel Method to Determine Material Properties and Residual Stresses Simultaneously Using Spherical Indentation /$cA. H. Mahmoudi, M. Ghanbari-Matloob, S. H. Nourbakhsh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aSpherical indentation is one of the non-destructive techniques that has gained great interest among researchers in recent years. Spherical indentation is inexpensive and quick and can provide a fairly accurate estimation of in-plane residual stresses. This method has typically been used to characterize material properties. However, the application of the technique to measure residual stresses has also been practiced. In this paper, the parameters of Hollomon's equation and residual stresses were determined using the load-penetration (P-h) curve technique obtained from a single loading-unloading spherical indentation test. Artificial Neural Networks (ANN) were employed to achieve the best results from the data. Neural networks are trained using the data from a series of finite element analyses. An exponential equation is then fitted to the loading curve. Having the fitted equation and the trained neural networks, the residual stresses and the material characteristics were found simultaneously. An important benefit of this method was that it could be used with no requirement for a reference stress-free sample. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFinite element. =650 \0$aMaterial characteristics. =650 \0$aResidual stresses. =650 \0$aSpherical indentation. =650 14$aSpherical indentation. =650 24$aResidual stresses. =650 24$aFinite element. =650 24$aMaterial characteristics. =700 1\$aGhanbari-Matloob, M.,$eauthor. =700 1\$aNourbakhsh, S. H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130236.htm =LDR 03615nab a2200625 i 4500 =001 JTE20130077 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130077$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130077$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD75.22 =082 04$a543$223 =100 1\$aPadhy, G. K.,$eauthor. =245 10$aRapid Determination of Diffusible Hydrogen in Steel Welds Using a Modified Gas Chromatography Facility /$cG. K. Padhy, V. Ramasubbu, S. K. Albert. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b39 =520 3\$aA new procedure that makes use of a modified hot extraction module for the rapid extraction of diffusible hydrogen and a conventional gas chromatograph for its measurement has been developed for the determination of diffusible hydrogen contents in welds. Using this procedure, diffusible hydrogen measurements were carried out for weld specimens prepared by depositing weld metal using electrodes having diffusible hydrogen contents in the range of 4 to 29 ml per 100 g. The results obtained show one-to-one correspondence with the results obtained when using the ISO 3690 mercury method. Further, following the recommendation of ISO 3690, the results obtained using both methods were statistically analyzed via Student's t test. The analysis showed, with a confidence level better than 95 %, that the results obtained via the new procedure were as accurate and reproducible as those of the standard method. The hot extraction chamber and the gas chromatograph can be integrated easily into a dedicated diffusible hydrogen measurement system. This new procedure has the potential to replace the time-consuming mercury method and the commercially available hot extraction method currently employed for measuring diffusible hydrogen contents in welding consumables. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAccuracy. =650 \0$aHot extraction. =650 \0$aMercury method. =650 \0$aReproducibility. =650 \0$aGas chromatograph. =650 \0$aWelding consumable. =650 \0$aDiffusible hydrogen. =650 \0$aChemistry, Analytic. =650 \0$aGas chromatography. =650 \0$aHigh performance liquid chromatography. =650 \0$aHydrogen-ion concentration$xMeasurement. =650 14$aDiffusible hydrogen. =650 24$aWelding consumable. =650 24$aHot extraction. =650 24$aGas chromatograph. =650 24$aMercury method. =650 24$aAccuracy. =650 24$aReproducibility. =700 1\$aRamasubbu, V.,$eauthor. =700 1\$aAlbert, S. K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130077.htm =LDR 03224nab a2200613 i 4500 =001 JTE20120332 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120332$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120332$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.Z65 =082 04$a620.1/89352$223 =100 1\$aKalpana Nayak, I.,$eauthor. =245 10$aModified Approach for Quantitative Texture Evaluation in Case of Transverse Textured Zirconium Alloy Tubes /$cI. Kalpana Nayak, S. V. Ramana Rao, K. Kapoor. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aThe crystallographic texture of fabricated components from zirconium alloy has a significant effect on their in-service performance because of texture-dependent properties. Quantitative characterization of this texture in various zirconium alloy tube samples was conducted using pole figure technique and Kearns methodology. Corresponding texture parameters were calculated for both the methods and were found to be similar for samples with strong radial texture. However, the same was not true for samples with transverse texture because of a defocusing error coming due to the geometry of a conventional pole figure technique. Hence, a modified method for such samples by pole figure method was developed which, in addition, solved the difficulties associated with both sample preparation and experiment for the Kearns method or complete pole figure method to a great extent. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPole figure. =650 \0$aPressure tube. =650 \0$aRadial texture. =650 \0$aZirconium alloy. =650 \0$aTransverse texture. =650 \0$aQuantitative texture. =650 \0$aKearns' "f" parameter. =650 \0$aZirconium alloys$xHydrogen content. =650 \0$aZirconium alloys$xFracture. =650 \0$aNuclear reactors$xMaterials. =650 14$aZirconium alloy. =650 24$aRadial texture. =650 24$aTransverse texture. =650 24$aPole figure. =650 24$aKearns' "f" parameter. =650 24$aPressure tube. =650 24$aQuantitative texture. =700 1\$aRamana Rao, S. V.,$eauthor. =700 1\$aKapoor, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120332.htm =LDR 03427nab a2200541 i 4500 =001 JTE20130057 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130057$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130057$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE5091 =082 04$a625.8$223 =100 1\$aBahadori, A. M.,$eauthor. =245 12$aA Phenomenological Fatigue Performance Model of Asphalt Mixtures Based on Fracture Energy Density /$cA. M. Bahadori, A. Mansourkhaki, M. Ameri. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aIn this study the fatigue performance of asphalt mixtures was interpreted based on fracture energy density. Recent studies indicate that the fracture energy from indirect tension tests correlates with the field performance of asphalt concrete. The fracture energy density was obtained from indirect tensile strength tests, and the fatigue performance of asphalt mixtures was evaluated with four-point bending beam fatigue tests implemented at three different strain levels. Two different asphalt mixtures with varying binder contents were tested during this study. Test results showed that the fracture energy density could be an appropriate material property in phenomenological fatigue models. Thus a phenomenological fatigue model based on fracture energy density is presented, and this approach could be advantageous because a simple fatigue model based on fracture energy density does not require time-consuming fatigue tests. For comparison purposes, the various types of fatigue models were evaluated, and fatigue models based on fracture energy density and dissipated energy showed rather high prediction accuracy. In general, fatigue models based on the energy concept have the least dependence on material properties and can predict the fatigue lives of asphalt mixtures without changing coefficients. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue models. =650 \0$aAsphalt mixtures. =650 \0$aFracture energy density. =650 \0$aPavements, Asphalt$xFatigue. =650 \0$aAsphalt$xFatigue. =650 \0$aHot mix paving mixtures. =650 \0$aFatigue limit. =650 14$aAsphalt mixtures. =650 24$aFracture energy density. =650 24$aIndirect tensile strength test. =650 24$aFatigue models. =700 1\$aMansourkhaki, A.,$eauthor. =700 1\$aAmeri, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130057.htm =LDR 03331nab a2200505 i 4500 =001 JTE20130143 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130143$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130143$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a620.1/77$223 =100 1\$aLink, Richard E.,$eauthor. =245 10$aRound-robin Analysis of Standard Data Sets for Fracture Toughness Evaluation in ASTM E1820 /$cRichard E. Link. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aA set of standard data sets from typical fracture toughness tests was used in an analytical round-robin to determine whether the proposed data sets were suitable for use as adjuncts to ASTM E1820-09, "Standard Test Method for the Measurement of Fracture Toughness." Four laboratories participated in the round-robin and submitted analyses of all of the data sets. The results showed good agreement among the laboratories on the individual J-integral calculations and crack size estimates. However, small differences in the estimated crack extension during the tests led to large uncertainty in the calculated fracture toughness of up to 20 % of the mean value of the fracture toughness from all of the laboratories for the data set. A synthesized test record that eliminated the nonlinear behavior commonly observed in unloading compliance test records was developed and distributed to the participants. There was excellent agreement among the results from all participants for the synthesized data set. The standard data sets were determined to be suitable for validating analysis programs for calculating fracture toughness in accordance with ASTM E1820. The uncertainty in the calculated fracture toughness could be reduced by prescribing in the test method exactly which data points in an unload are to be used for estimating the crack length, rather than letting the user decide which data points to include. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-R curve. =650 \0$aJ-integral. =650 \0$aUnloading compliance. =650 \0$aNondestructive testing. =650 \0$aSteel$xTesting. =650 \0$aPressure vessels$xTesting. =650 14$aUnloading compliance. =650 24$aJ-integral. =650 24$aJIc. =650 24$aJ-R curve. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130143.htm =LDR 03289nab a2200673 i 4500 =001 JTE20130334 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130334$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130334$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620.1126$223 =100 1\$aNarita, Fumio,$eauthor. =245 10$aLoading Rate-Dependent Fracture Properties and Electrical Resistance-Based Crack Growth Monitoring of Polycarbonate Reinforced with Carbon Nanotubes Under Tension /$cFumio Narita, Yasuhide Shindo, Tomo Takeda, Yu. Kuronuma, Kazuaki Sanada. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThis paper presents a combined numerical-experimental study on the loading rate-dependent fracture behavior of cracked carbon nanotube (CNT)-based polymer composites under tension. Tensile tests at various loading rates were conducted on single-edge cracked plate specimens of CNT/polycarbonate composites. The electrical resistance change of the composite specimens was utilized to capture the crack behavior during the tests. An elastic-plastic finite element analysis was also employed to determine the fracture properties by means of the J-integral. In addition, scanning electron microscopy (SEM) observation was implemented to assess the fracture mechanisms of the CNT-based polymer composites under the different loading rates. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture. =650 \0$aModeling. =650 \0$aSelf-sensing. =650 \0$aMesomechanics. =650 \0$aCarbon nanotubes. =650 \0$aMaterial testing. =650 \0$aElectrical properties. =650 \0$aPolymermatrix composites. =650 \0$aMaterials$xFatigue$xTesting. =650 \0$aStrains and stresses$xTesting. =650 \0$aFatigue. =650 \0$aMaterials. =650 14$aMesomechanics. =650 24$aMaterial testing. =650 24$aModeling. =650 24$aCarbon nanotubes. =650 24$aPolymermatrix composites. =650 24$aElectrical properties. =650 24$aFracture. =650 24$aSelf-sensing. =700 1\$aShindo, Yasuhide,$eauthor. =700 1\$aTakeda, Tomo,$eauthor. =700 1\$aKuronuma, Yu.,$eauthor. =700 1\$aSanada, Kazuaki,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130334.htm =LDR 03144nab a2200541 i 4500 =001 JTE20130227 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130227$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130227$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aJihong, Liu,$eauthor. =245 10$aMeasurement of High Rotating Speed of Ring Spinning Frame /$cLiu Jihong, Song Xiaoliang, Yang Yi, Zhang Mingxia. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aRotating status of the traveler of a ring spinning system has previously been analyzed by many researchers with emphasis primarily on the property of the mechanism, twist propagation in a yarn, and theoretical analysis of the result. Little attention has been paid to physical measurements of rotating parameters and other validation tests. In this paper, we put forward a measurement method of rotating speed to investigate the traveler's speed variations and other dynamic behaviors. Spinning yarn experiments are conducted by normal, exceptional subjects, and spinning position for comparison in which associated rotating speed is measured and analyzed. The results indicated that in the traverse of the ring bar of a spinning process, system signal after noise filtering fluctuated about 0 V, while the range of signals produced by the traveler was about 1.5 V for all of statuses and the distance of pulse was stability. The maximum amplitudes of signals increased gradually along with the ring bar went up. On the contrary, the maximum amplitudes of signals decreased gradually along with the ring bar, which also went down. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTraveler. =650 \0$aMeasurement. =650 \0$aRotating speed. =650 \0$aRing spinning. =650 \0$aHigh Rotating Speed. =650 \0$aRing Spinning Frame. =650 14$aRing spinning. =650 24$aTraveler. =650 24$aRotating speed. =650 24$aMeasurement. =700 1\$aXiaoliang, Song,$eauthor. =700 1\$aYi, Yang,$eauthor. =700 1\$aMingxia, Zhang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130227.htm =LDR 03493nab a2200541 i 4500 =001 JTE20120325 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120325$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120325$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA780 =082 04$a624.154 UKD$223 =100 1\$aChoi, Yongkyu,$eauthor. =245 10$aDetermination of Loading Capacities for Bi-directional Pile Load Tests Based on Actual Load Test Results /$cYongkyu Choi, Moon S. Nam, Tae-Hyung Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b84 =520 3\$aA bi-directional pile load test (PLT) is regarded as the most reliable method for verifying the design capacity of a large-diameter drilled shaft. The loading capacity is often improperly set while conducting this test, leading to inadequate verification of appropriate design capacities for large-diameter drilled shafts. This problem necessitates a new, rational method for estimating the loading capacity for bi-directional PLTs. In this study, results of numerous bi-directional PLTs conducted by different researchers were analyzed for their failure patterns, load increasing ratios, loading capacity increasing ratios, and sufficiency ratios of the design load. The results indicate that most failure patterns involved a lack of loading capacity. In our assessment, the load increasing and loading capacity increasing ratios were less than 2, confirming that the maximum equivalent test load is not always twice the total bi-directional load. Hence, it is difficult to verify the design capacity using the current planned loading capacity. An analysis of the sufficiency ratios of the design load revealed that 18.6 % of the test results did not satisfy the requirement. To eliminate the uncertainties in verifying the design load, the one-directional loading capacity should be at least 2.5 times the design load. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLoading capacity. =650 \0$aLoad increasing ratios. =650 \0$aPile drivers. =650 \0$aPiling (Civil engineering)$xEvaluation. =650 \0$aPile tests. =650 14$aBi-directional pile load tests. =650 24$aLoading capacity. =650 24$aMaximum equivalent test load. =650 24$aLoad increasing ratios. =650 24$aLoading capacity increasing ratios. =650 24$aSufficiency ratios of design load. =700 1\$aNam, Moon S.,$eauthor. =700 1\$aKim, Tae-Hyung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120325.htm =LDR 03281nab a2200505 i 4500 =001 JTE20130121 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130121$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130121$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8$223 =100 1\$aSerigos, Pedro A.,$eauthor. =245 10$aEvaluation of Rut-Depth Accuracy and Precision Using Different Automated Measurement Systems /$cPedro A. Serigos, Michael Murphy, Jorge A. Prozzi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aCollecting accurate rutting data is important to assess network-level pavement conditions and to determine maintenance and rehabilitation needs and funding levels to optimize the use of available economic resources. The technical objective of this study was the assessment of the rut-depth (RD) accuracy and precision of different continuous automated systems (CASs), which represent the state-of-the-art for the automated data collection of rutting and discrete automated systems (DASs), which are still used by several departments of transportation in the United States. The RD values analyzed in this study were obtained by: (1) field measurements at highway speeds using five different optical CASs, and (2) calculation simulating the use of DASs with different configurations. The analysis of the first type of values assessed the closeness of the RD produced by the different CASs to the RD manually measured for this study. The analysis of the second type of values assessed the effects of the number of sensors and the width of measurement on the accuracy and precision of the DASs. In addition, the impact of the RD accuracy and precision on the assessed pavement condition at the network level was analyzed for both the CAS that participated in the experiment and the simulated DAS. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTransverse profile. =650 \0$aPavements$xTesting. =650 \0$aProfilometer. =650 \0$aSurface course (Pavements) =650 \0$aRutting. =650 14$aRut. =650 24$aTransverse profile. =650 24$aAutomated rut measurement system. =700 1\$aMurphy, Michael,$eauthor. =700 1\$aProzzi, Jorge A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130121.htm =LDR 03292nab a2200517 i 4500 =001 JTE20130259 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130259$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130259$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aJS113 =082 04$a320.85$223 =100 1\$aChen, Kuen-Suan,$eauthor. =245 12$aA Novel Approach Based on Performance Influence for Evaluating Criteria of Service Quality /$cKuen-Suan Chen, Kung-Jeng Wang, Tsang-Chuan Chang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b44 =520 3\$aService quality is becoming increasingly important, largely determining whether customers patronize a company. However, each customer has a particular level of demand for a service, which requires that companies provide services with diverse characteristics to satisfy the needs of customers. This shows that customer satisfaction is the overall appraisal of companies, performed by customers after experiencing the services. Thus, to improve service quality, companies first understand the influence between individual satisfaction and overall satisfaction. Based on this concept, this study employees the SERVQUAL questionnaire to gauge the satisfaction of customers toward individual service items as well as their overall satisfaction and constructed a performance influence matrix to evaluate poor service performance. We further proposed a priority improvement evaluation index to confirm critical issues affecting service quality. Our proposed approach can aid companies to improve service quality effectively. Managers can also achieve the objective of management and development by understanding evaluation index. A case study involving a long-term care institution is discussed to demonstrate the applicability of the proposed framework in practice. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSERVQUAL. =650 \0$aService quality. =650 \0$aCustomer satisfaction. =650 \0$aPerformance influence. =650 14$aService quality. =650 24$aCustomer satisfaction. =650 24$aPerformance influence. =650 24$aSERVQUAL. =650 24$aPerformance influence matrix. =700 1\$aWang, Kung-Jeng,$eauthor. =700 1\$aChang, Tsang-Chuan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130259.htm =LDR 03283nab a2200577 i 4500 =001 JTE20130079 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130079$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130079$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC173.458.C78 =082 04$a530.4/17$223 =100 1\$aMaleki-Jirsaraei, N.,$eauthor. =245 10$aViscous Fingering in LAPONITE® and Mud /$cN. Maleki-Jirsaraei, M. Erfani, F. Ghane-Golmohamadi, R. Ghane-Motlagh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aWe have studied the Saffman-Taylor instability for LAPONITE® and mud in a rectangular Hele-Shaw cell. The experiments showed several fingering patterns that did not obey the classical theory of Saffman-Taylor instability. LAPONITE® fingers at high and low shear rates showed shear thinning and shear thickening behavior, respectively. This result is in agreement with rheological analyses. The results of both rheology and Hele-Shaw experiments show a diversion point in the shear viscosity diagram at a specific shear rate. The generalized Darcy's law for shear thinning fluid in which the viscosity is a function of shear rate can be used to measure viscosity. The validity of this approach was tested using three Newtonian fluids (detergent, oil, and clothing conditioner) and one non-Newtonian fluid (LAPONITE®). These analyses on LAPONITE® as a non-Newtonian fluid verified that the generalized Darcy's law is in good agreement with rheological analysis in the shear thinning region. In contrast, the mud suspension showed Newtonian behavior at all pressure gradients. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHele-Shaw cell. =650 \0$aViscose fingers. =650 \0$aShear thinning fluid. =650 \0$aShear thickening fluid. =650 \0$aMud. =650 \0$aSediment transport$xMathematical models. =650 \0$aViscous flow. =650 \0$aWater waves. =650 14$aSaffman-Taylor instability. =650 24$aViscose fingers. =650 24$aHele-Shaw cell. =650 24$aShear thinning fluid. =650 24$aShear thickening fluid. =700 1\$aErfani, M.,$eauthor. =700 1\$aGhane-Golmohamadi, F.,$eauthor. =700 1\$aGhane-Motlagh, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130079.htm =LDR 03177nab a2200553 i 4500 =001 JTE20130155 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130155$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130155$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA274.75 =082 04$a519.2/33$223 =100 1\$aWang, Kuo-Hsiung,$eauthor. =245 10$aDiffusion Approximation for G/G/R Machine Repair Problems with Balking and Reneging /$cKuo-Hsiung Wang, Chi-Yuan Chung, Dong-Yuh Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThis paper analyzes the G/G/R machine repair problems with balking and reneging via diffusion approximation. Failed machines balk (do not enter) with a constant probability and renege (leave the queue after entering) according to a general distribution. Failure and repair times of the machines are also generally distributed. We obtain steady-state diffusion equations from the Fokker-Planck equations. In heavy traffic conditions, the approximate expressions for the diffusion parameters of the diffusion equations are obtained by the renewal theory. The analysis assumes heavy traffic conditions, that is, the number of failed machines in the repair state is nonempty in most cases all the time. We develop the expressions for the approximate probability density functions of the number of failed machines in the system. An accuracy comparison is performed between the diffusion approximation results and exact results of the M/M/R machine repair model with balking and exponential reneging times. Finally, numerical examples are given for illustration. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBalking. =650 \0$aReneging. =650 \0$aHeavy traffic. =650 \0$aDiffusion approximation. =650 \0$aDiffusionprocesses. =650 \0$aStochastic differential equations. =650 \0$aApproximationtheory. =650 14$aBalking. =650 24$aDiffusion approximation. =650 24$aG/G/R machine repair problem. =650 24$aHeavy traffic. =650 24$aReneging. =700 1\$aChung, Chi-Yuan,$eauthor. =700 1\$aYang, Dong-Yuh,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130155.htm =LDR 03189nab a2200553 i 4500 =001 JTE20130286 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130286$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130286$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH499 =082 04$a571.889$223 =100 1\$aYang, Dongmei,$eauthor. =245 10$aCalcination of Intercalated Talcite and Its Effect on the Adsorption of Abietate from Aqueous Solution /$cDongmei Yang, Haijian Yuan, Zhanqian Song, Xueren Qian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b45 =520 3\$aIntercalated talcite was calcinated and its effect on the adsorption of abietate from aqueous solution was evaluated in this study. The amount of adsorbed abietate increased with increasing calcination temperature from 300°C to 500°C but decreased with increasing calcination temperature from 500°C to 600°C. Less abietate was adsorbed on anion-intercalated talcites than on their calcined products, except for sulfate anions. The calcined products of organic anion-intercalated talcites possessed a strong abietate-adsorption ability. The abietic acid existed in both colloidal and dissolved states. The regeneration ability of the abietate adsorbed by calcined talcite was poorer, and only about 20 % of the original adsorption amount was retained after five use cycles. The adsorption mechanism of abietate on the calcined talcites (i.e., the partial structure reconstruction of the calcined talcites) was proposed based on x-ray diffraction analysis. The calcined talcites had good long-term structural stability in the atmospheric medium. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAdsorptivity. =650 \0$aCalcined talcites. =650 \0$aRegeneration ability. =650 \0$aRegenerativeability. =650 \0$aRegeneration. =650 \0$aEnvironmental stability. =650 14$aCalcined talcites. =650 24$aAbietate. =650 24$aAdsorptivity. =650 24$aRegeneration ability. =650 24$aEnvironmental stability. =700 1\$aYuan, Haijian,$eauthor. =700 1\$aSong, Zhanqian,$eauthor. =700 1\$aQian, Xueren,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130286.htm =LDR 02906nab a2200505 i 4500 =001 JTE20120323 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120323$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120323$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a620.1/127$223 =100 1\$aLee, Wei-Tsong,$eauthor. =245 10$aNondestructive Evaluation of Buried Dielectric Cylinders by Asynchronous Particle Swarm Optimization /$cWei-Tsong Lee, Chi-Hsien Sun, Chien-Ching Chiu, Jyun-Fu Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b43 =520 3\$aThis paper presents the study of time domain inverse scattering for a two-dimensional inhomogeneous dielectric cylinder buried in a slab medium via the finite difference time domain (FDTD) method and the asynchronous particle swarm optimization (APSO) method. For the forward scattering part, the FDTD method was employed to calculate the scattered E fields. Base on the scattering fields, these inverse scattering problems were transformed into optimization problems. The APSO method was applied to reconstruct the permittivity of the two-dimensional inhomogeneous dielectric cylinder. In addition, the effects of Gaussian noise on the reconstruction results were investigated. Numerical results show that even when the measured scattered fields were contaminated with Gaussian noise, APSO was able to yield good reconstructed quality. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNondestructive testing. =650 \0$aQuality control. =650 \0$aEngineering inspection. =650 14$aFDTD. =650 24$aAsynchronous particle swarm optimization (APSO) =650 24$aInhomogeneous dielectric cylinders. =650 24$aTime domain inverse scattering. =700 1\$aSun, Chi-Hsien,$eauthor. =700 1\$aChiu, Chien-Ching,$eauthor. =700 1\$aLi, Jyun-Fu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120323.htm =LDR 04013nab a2200529 i 4500 =001 JTE20130159 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130159$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130159$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aHenry, Todd C.,$eauthor. =245 10$aDetermination of Effective Ply-level Properties of Filament Wound Composite Tubes Loaded in Compression /$cTodd C. Henry, Charles E. Bakis, Edward C. Smith. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aFlexible matrix composites are a class of fiber-reinforced polymers characterized by a low modulus of elasticity and high ultimate strain of the matrix material. Such composites are attractive for power transmission shafts, which are commonly made via processes that cause undulation (waviness) along the path of the reinforcement fibers, such as filament winding and braiding. Fiber undulations can be expected to reduce the in situ modulus and strength of the composite material in the fiber direction. The reported investigation proposes and evaluates a method for determining the effective in situ properties of the plies in filament wound tubes so that classical lamination theory (CLT) can be used to calculate effective ply-level stresses and to predict the overall modulus and strength of tubes loaded in axial compression. An experimental method is proposed to back-calculate the undulation-influenced ply properties from representative filament wound tubes using CLT together with other required ply properties determined via simpler conventional tests. This approach, along with an interactive failure criterion proposed to predict fiber microbuckling in the presence of combined compression and shear on the fibers, is able to accurately predict the axial compressive modulus and strength of a variety of tubes made with different winding angles and matrix moduli. In general, the fiber-direction compressive strength of the composites increased with increasing matrix modulus and decreased in the presence of undulation. The reduction in strength due to undulation was more apparent with increasing matrix modulus. The fiber-direction modulus of elasticity was not very sensitive to matrix modulus in undulated composites. Undulation reduced the fiber-direction modulus significantly relative to unidirectional composites, although the percent reduction could not be correlated with matrix modulus. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompression. =650 \0$aSpecimen design. =650 \0$aFilament wound composite. =650 \0$aElectrical and Electronic Engineering. =650 \0$aMechanical Engineering. =650 \0$aCivil Engineering. =650 14$aFilament wound composite. =650 24$aCompression. =650 24$aSpecimen design. =650 24$aProperty characterization. =700 1\$aBakis, Charles E.,$eauthor. =700 1\$aSmith, Edward C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130159.htm =LDR 02762nab a2200493 i 4500 =001 JTE20130291 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130291$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130291$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL295 =082 04$a629.2/482$223 =100 1\$aChen, Xianhua,$eauthor. =245 10$aFrom Texture to Skid Resistance :$bA Multi-Scale Modeling Approach /$cXianhua Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aReal-time measurement of the tire-road friction coefficient is extremely valuable for road-maintenance operations and highway safety management. This paper presents a systematic framework to predict skid resistance of wet pavement with a non-contact method, which could be a potential approach for real-time measurements of pavement friction. The grip potential of pavement is estimated according to the measured pavement texture based on theoretical simulation of the complete hysteresis and partial adhesive effects during tire sliding on wet pavement. Such a method could be potentially used for the purpose of harmonization analysis of skid resistance and potential capability of optimization of pavement surface texture. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSkid resistance. =650 \0$aNon-contact method. =650 \0$aPartial adhesive effect. =650 \0$aAutomobiles$xSkidding. =650 \0$aPavements$xSkid resistance. =650 14$aSkid resistance. =650 24$aNon-contact method. =650 24$aPavement texture complete hysteresis effect. =650 24$aPartial adhesive effect. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 2 Special Issue on Innovative and Sustainable Technologies and Materials in Civil Engineering Infrastructures.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130291.htm =LDR 03292nab a2200553 i 4500 =001 JTE20130296 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130296$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130296$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQB603.C7 =082 04$a551.4/4$223 =100 1\$aBusch, Courtney L.,$eauthor. =245 10$aExperimental Evaluation of Cratering and Ground Vibration in Clay Soils Subjected to Explosive Airblast Loading /$cCourtney L. Busch, Catherine T. Aimone-Martin, Rafiqul A. Tarefder. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThis study focused on the ground response of clay soils in confined conditions subjected to explosive airblast loading through small-scale field experiments. Laboratory testing was also performed to characterize the soils used during field testing and obtain material properties for future work. A total of 33 suspended explosive blasts were conducted with explosive masses ranging from 0.9 to 100.9 g and two heights of suspension of 2.5-7.6 cm above the clay surface. The field instrumentation consisted of subsurface triaxial geophones and surface airblast sensors. Results of the study included surface crater geometry measurements, ground vibration data, and air overpressure data. Crater diameters ranged from 3.8 to 22.9 cm, while crater depth ranged from 0.8 to 8.4 cm. Crater volumes ranged from 32.1 to 1720.6 cm3. Peak particle velocity (PPV) decreased with depth and ranged from 1.0 to 40.2 cm/s. The results of the experiment provided a data set that could be used to predict the effects of airblast loads on clay soils. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aClay soil. =650 \0$aGround vibration. =650 \0$aExplosive airblast. =650 \0$aSmall scale blasts. =650 \0$aCratering. =650 \0$aPlanets$xGeology. =650 \0$aImpact. =650 14$aExplosive airblast. =650 24$aCratering. =650 24$aGround vibration. =650 24$aClay soil. =650 24$aSmall scale blasts. =700 1\$aAimone-Martin, Catherine T.,$eauthor. =700 1\$aTarefder, Rafiqul A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 2 Special Issue on Innovative and Sustainable Technologies and Materials in Civil Engineering Infrastructures.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130296.htm =LDR 03105nab a2200565 i 4500 =001 JTE20130224 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130224$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130224$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1815 =082 04$a681/.25$223 =100 1\$aZhu, X. Y.,$eauthor. =245 12$aA Novel Method of Measuring Fat Content in Soybean Milk Based on Y-Type Optical Fiber Sensor /$cX. Y. Zhu, Z. M. Zhao, L. X. Wang, L. Zhang, Y. S. Yu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b40 =520 3\$aA new method of measuring fat content in soybean milk at room temperature (25°C) based on the Y-type optical fiber sensor is presented. The measurement system consists of a light source, Y-type optical fiber sensor, detector, thermoelectric cooler (TEC), preamplifier, second-level amplifier, A/D converter, and microprocessor. Based on the Mie theory, the diffuse reflection light intensity is adopted as the optical parameter representing the fat content in soybean milk. In this way the standard model of the system was established based on the diffuse reflection light intensity (the output voltage) of 40 soybean milk samples with different fat content. A prediction was also made to verify the measurement accuracy of the system (the prediction errors are within ±3 % of results). Results of this study indicate the feasibility of using this technology for soybean milk fat analysis that is suitable for the milk laboratory or field analysis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFat content. =650 \0$aSoybean milk. =650 \0$aData modeling. =650 \0$aY-type optical fiber. =650 \0$aOpticalfiberdetectors. =650 \0$aFaseroptischerSensor. =650 \0$aY-Type Optical Fiber Sensor. =650 14$aFat content. =650 24$aY-type optical fiber. =650 24$aSoybean milk. =650 24$aData modeling. =700 1\$aZhao, Z. M.,$eauthor. =700 1\$aWang, L. X.,$eauthor. =700 1\$aZhang, L.,$eauthor. =700 1\$aYu, Y. S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130224.htm =LDR 03312nab a2200565 i 4500 =001 JTE20130149 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130149$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130149$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE520 =082 04$a625.8$223 =100 1\$aChai, Gary W.,$eauthor. =245 10$aIn Situ Assessment of Pavement Subgrade Using Falling Weight Deflectometer /$cGary W. Chai, Rudi van Staden, Yew-Chaye Loo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aThe stiffness modulus and density of pavement subgrade contribute significantly to the long-term performance of a pavement structure. Subgrade functions primarily as a support for road pavement structures. Poor performance of the pavement structure is often a result of a lack of quality control during the construction of the subgrade layer. This paper presents a case study in which a falling weight deflectometer (FWD) test was used to evaluate whether the subgrade layer had achieved the required design stiffness modulus and density during construction. The characteristics of the FWD deflection basins were analyzed and the stiffness modulus was back-calculated using the CIRCLY5 pavement analysis program. The problems associated with FWD testing directly on subgrade are discussed, and an appropriate test load is proposed. Deflection-based models are developed by relating the FWD center deflection with the in situ stiffness modulus and density of the subgrade layer. A dynamic cone penetrometer test was carried out to determine the in situ stiffness modulus, and the results are compared with the back-calculated stiffness from CIRCLY5. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPavement subgrade. =650 \0$aStiffness modulus. =650 \0$aCompaction density. =650 \0$aDynamic cone penetrometer. =650 \0$aCondition surveys. =650 \0$aPavement performance. =650 \0$aSubgrade (Pavements) =650 14$aPavement subgrade. =650 24$aFalling weight deflectometer. =650 24$aDynamic cone penetrometer. =650 24$aStiffness modulus. =650 24$aCompaction density. =650 24$aCIRCLY5. =700 1\$avan Staden, Rudi,$eauthor. =700 1\$aLoo, Yew-Chaye,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130149.htm =LDR 03245nab a2200529 i 4500 =001 JTE20130242 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130242$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130242$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.R4 =082 04$a620.1/36$223 =100 1\$aMo, Zunli,$eauthor. =245 10$aMechanical Properties of Epoxy Resin/PMMA/SiO2 Dental Composites /$cZunli Mo, Xiaobo Zhu, Shujuan Meng, Ruibin Guo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aEpoxy resin/ Thermoplastic polymethyl methacrylate (PMMA)/SiO2 dental composites were synthesized successfully at last after the following two steps: polymerization of MMA act as the initiator at this first process. Then the obtained PMMA was incorporated into epoxy resin and SiO2 to prepare the hybrid thermosets. The structural characteristics of epoxy resin/PMMA/SiO2 composites were characterized by Fourier transform infrared spectroscopy (FT-IR), scanning electron microscopy (SEM), and X-ray diffraction (XRD). What is more, the mechanical properties and water solubility of the composites have also been tested. It is found that the stability has been improved after adding SiO2 nanoparticles. In addition, the mechanical properties of composites which were modified by silica indicated that the mechanical properties of materials could be improved after preprocessing of SiO2 nanoparticles in epoxy resin/PMMA composites. Interference of epoxy resin produced magnetic adsorption and chemical reaction with the existence of hydroxyls, ether bonds and epoxy groups. In conclusion, the improvement in surface properties was ascribed to the enrichment of epoxy resin moiety on the surface of the nanostructured thermosets. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aThermoset materials. =650 \0$aMechanical properties. =650 \0$aEpoxy resins. =650 \0$aResin concrete. =650 \0$aDental Composites. =650 14$aDental composites. =650 24$aPMMA. =650 24$aThermoset materials. =650 24$aMechanical properties. =700 1\$aZhu, Xiaobo,$eauthor. =700 1\$aMeng, Shujuan,$eauthor. =700 1\$aGuo, Ruibin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130242.htm =LDR 03644nab a2200613 i 4500 =001 JTE20130196 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130196$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130196$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.85$223 =100 1\$aLi, Feng,$eauthor. =245 10$aField Investigation and Laboratory Evaluation of Asphalt Pavement Crack Seal Band /$cFeng Li, Tinggang Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aCrack sealing and filling are two of the main traditional techniques of asphalt pavement preventive maintenance. However, these techniques have the shortcomings of low operating efficiency and poor performance such as secondary cracking and edge failure. In this paper, the investigation results of field performance of crack seal band are presented. The seal band is a promising material of crack repair because it results in fewer secondary cracks and greater operating efficiency (two to four times more efficient than crack sealing). However, the field investigation also revealed four major failure modes of seal band, namely, unevenness, cohesion failure, adhesion failure, and pullout that provide the demand to carry out laboratory studies on the properties of seal band material. The following standards are referenced in the studies: (1) standard of hot-applied sealant, (2) standard of building waterproof roll, and (3) standards of related enterprises. Six evaluating test methods are put forward based on the laboratory studies, including: thickness meterage, width meterage, cone penetration test, softening point test, pullout test, and bond test. Fifteen seal band samples are tested in a laboratory evaluation. Based on the field investigation and test results, the technical requirements of different seal bands used in different areas are proposed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack. =650 \0$aSeal band. =650 \0$aFailure mode. =650 \0$aEvaluation method. =650 \0$aField performance. =650 \0$aTechnical requirement. =650 \0$aPavements, Asphalt concrete$xCracking. =650 \0$aPavements, Concrete$xMaintenance and repair. =650 \0$aCrack and seat treatment. =650 \0$aPortland cement concrete. =650 \0$aPavement maintenance. =650 \0$aHot mix paving mixtures. =650 14$aCrack. =650 24$aSeal band. =650 24$aField performance. =650 24$aFailure mode. =650 24$aEvaluation method. =650 24$aTechnical requirement. =700 1\$aLi, Tinggang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130196.htm =LDR 02919nab a2200505 i 4500 =001 JTE12063J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12063J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12063J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.22 =082 04$a620.1/1233$223 =100 1\$aSandström, R.,$eauthor. =245 10$aPrecision in the Extrapolation of Creep Rupture Data /$cR. Sandström, L. Lindé. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aTo be able to determine the accuracy in the extrapolation of creep rupture data, expressions for estimating the error are presented. One expression is based on the statistical uncertainty in the least square fit to the data. This estimate can be considered as the minimum possible error that is present in extrapolated values. Expressions for the upper limit of the error based on linear as well as higher-order polynomials are derived. It is demonstrated that the expression based on linear extrapolation has a general applicability and covers most cases of technical interest. Comparison to previously performed extrapolation analyses shows that the actual variation between extrapolation methods lies in general between the least square error and the upper limit estimate. It is proposed that design values derived from extrapolated creep rupture data should be reduced, with an additional data factor if the estimated error in the extrapolation is larger than what is typical in the materials codes and standards. Values for these data factors are given. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aError. =650 \0$aExtrapolation. =650 \0$aElevated temperature. =650 \0$acreep. =650 \0$aMaterials$xCreep. =650 14$aCreep. =650 24$aExtrapolation. =650 24$aElevated temperature. =650 24$aError. =700 1\$aLindé, L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12063J.htm =LDR 02764nab a2200517 i 4500 =001 JTE12065J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12065J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12065J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT55.3.P75 =082 04$a628.9/2$223 =100 1\$aLytle, CD.,$eauthor. =245 10$aAbility of a Viral Penetration Test (ASTM F1671-95) to Detect Small Holes /$cCD. Lytle, KH. Baker. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aA modified version of ASTM Test Method F167195, Test Method for Resistance of Materials Used in Protective Clothing to Penetration by Blood-Borne Pathogens Using Phi-X174 Bacteriophage Penetration as a Test System, was characterized using as test material pieces of condom latex with laser-drilled holes of known size. The modified test included the initial 5-min, no-pressure period together with the 1-min, 2-psi period, but eliminated the final 54-min, no-pressure period. Virus penetration was detected for all holes with diameters above 1.0 µm. The quantitative results were in good agreement with calculated fluid flow through a cylinder (Poiseuille equation) for holes above 2 µm. A brief argument is presented suggesting that the final 54-min period at no pressure be eliminated from the test protocol. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBarrier test. =650 \0$aBiological hazard. =650 \0$aViral penetration. =650 \0$aProtective clothing. =650 \0$aProtective Devices. =650 \0$aIndustrial safety. =650 14$aViral penetration. =650 24$aBarrier test. =650 24$aProtective clothing. =650 24$aBiological hazard. =700 1\$aBaker, KH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12065J.htm =LDR 03717nab a2200565 i 4500 =001 JTE12066J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12066J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12066J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP968 =082 04$a668.3$223 =100 1\$aPellicane, PJ.,$eauthor. =245 10$aEffect of Construction Adhesive and Joist Variability on the Deflection Behavior of Industrial Wood Floors /$cPJ. Pellicane, G. Robinson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aA total of 19 440 structural floors of a geometry and material configuration consistent with those used in industrial construction in North America were numerically analyzed to determine their deflection characteristics under a constant uniformly distributed load of 145 lbf/ft2 (215 Pa). The intent of these analyses was to determine the effect of joist modulus of elasticity (MOE) (mean and variability) on the deflection behavior of industrial floors (made with glue-laminated (glulam) structural members covered by plywood sheathing) and to quantify the contribution of elastomeric construction adhesives (ECA) in reducing the deflection of such systems. The joist MOE was allowed to vary in a systematic fashion between 1250 (8.62) and 3250 (22.4) ksi (MPa) in increments of 250 ksi (1.72 MPa). In addition, the joist variability (at each MOE value) varied between coefficient of variation (COV) values of 0.025 to 0.150 in increments of 0.025. One hundred-eighty floors were evaluated at each mean MOE value and COV value for the joists. MOE values for each of the eleven joists in each floor were obtained via a statistical simulation process. All other sheathing and connector properties [nail slip modulus = 25 500 lbf/in. (4466 N/mm)] remained constant. After the 180 floors were analyzed using only nailed connections between joist and sheathing, new random numbers were simulated (with the same mean and standard deviation) to produce 180 new floors for analysis with increased connection stiffness to reflect the contribution of the ECA used with the nails to attach sheathing to joists. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aFloor systems. =650 \0$aJoist variability. =650 \0$aDeflection behavior. =650 \0$aIndustrial structure. =650 \0$aConstruction adhesives. =650 \0$aAdhesives. =650 \0$aJoints (Engineering) =650 14$aWood. =650 24$aFloor systems. =650 24$aIndustrial structure. =650 24$aConstruction adhesives. =650 24$aJoist variability. =650 24$aDeflection behavior. =700 1\$aRobinson, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12066J.htm =LDR 03167nab a2200553 i 4500 =001 JTE12059J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12059J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12059J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aU875 =082 04$a623.4/41$223 =100 1\$aGrant, PV.,$eauthor. =245 12$aA Simple Catapult System for Studying the Small Projectile Impact Resistance of Various Glass Laminates /$cPV. Grant, WJ. Cantwell. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aA catapult arrangement capable of propelling small granite chippings at velocities of between 4 and 20 ms-1 at laminated glass structures similar to those used in car windscreens has been designed and manufactured. The results from a series of studies utilizing this equipment are presented, with the overall aim of reducing the weight of these constructions with no loss in impact resistance. The impact resistance of the laminates has been shown to depend strongly on the thickness of the outer glass layer, while the inner glass layer is of secondary, and in most cases, minor relevance. Tests in which the composition and thickness of the interlayer have been varied have revealed that this layer is of no consequence in terms of the impact resistance of the structure as a whole. Chemical strengthening of the outer glass layer has been carried out, and no improvement in performance is observed due to the nature of the stone geometry. Finally, tests on bilayer systems have been carried out, and these results indicate a potential weight saving for no loss in impact performance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBilayers. =650 \0$aCatapult. =650 \0$aWindscreens. =650 \0$aGlass laminates. =650 \0$aChemical strengthening. =650 \0$aSmall projectile impact. =650 \0$aCatapult$xDesign and construction. =650 14$aCatapult. =650 24$aSmall projectile impact. =650 24$aGlass laminates. =650 24$aWindscreens. =650 24$aChemical strengthening. =650 24$aBilayers. =700 1\$aCantwell, WJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12059J.htm =LDR 02860nab a2200589 i 4500 =001 JTE12062J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12062J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12062J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN697.A47 =082 04$a669.722$223 =100 1\$aSchra, L.,$eauthor. =245 10$aFurther Evaluation of Automated Stress Corrosion Ring (ASCOR) Testing of Aluminum Alloys /$cL. Schra, RJH Wanhill. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aIn 1991 a simple automated stress corrosion testing method called the ASCOR (automated stress corrosion ring) test was developed to test aluminum alloys according to ASTM Practice for Evaluating Stress Corrosion Cracking Resistance of Metals and Alloys by Alternate Immersion in 3.5% Sodium Chloride Solution (G 44) and using direct stressing as in ASTM Practice for Preparation and Use of Direct Tension Stress-Corrosion Test Specimens (G 49). The present investigation concentrated on evaluating two aspects of the test method: • The SCC initiation criterion (2% load decrease). • The possibility of defining a threshold stress for micro SCC growth in addition to that for macro SCC growth. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConstant load. =650 \0$aAluminum alloys. =650 \0$aStress corrosion. =650 \0$aThreshold stress. =650 \0$aAccelerated testing. =650 \0$aAlternate immersion. =650 \0$aMechanical alloying. =650 \0$aAluminum$xMetallurgy. =650 14$aStress corrosion. =650 24$aAccelerated testing. =650 24$aConstant load. =650 24$aThreshold stress. =650 24$aAlternate immersion. =650 24$aAluminum alloys. =650 24$a7010-T651. =650 24$a8090-T81. =700 1\$aWanhill, RJH,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12062J.htm =LDR 03278nab a2200553 i 4500 =001 JTE12061J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12061J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12061J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC191 =082 04$a620.1/632$223 =100 1\$aChui, YH.,$eauthor. =245 10$aEvaluation of Wood Poles Using a Free Vibration Technique /$cYH. Chui, DW. Barclay, PA. Cooper. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe current method of sorting wood poles is restricted to a visual inspection approach. It has long been recognized that a mechanical sorting approach will be more efficient in properly utilizing the wood pole resources because mechanical methods are generally more capable of segregating wood products into different strength categories. This paper presents a vibrationbased method for evaluating mechanical properties of wood poles. The evaluation parameter is modulus of elasticity. A theory is presented that relates the first natural frequency to the modulus of elasticity of a tapered beam. The method is based on the measurement of the first natural frequency of a wood pole under free vibration. From the first natural frequency the modulus of elasticity is calculated. Comparison of moduli of elasticity of ten wood poles from static bending and the proposed vibration methods reveals a generally strong correlation between the moduli measured by both methods. However, an outlier was noted that, upon examination of the failure mode, suggested that there was prior damage in the pole. This result indicates that the proposed method is not reliable in detecting any poles that have been weakened by internal defects. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood poles. =650 \0$aTapered beam. =650 \0$aStress grading. =650 \0$aFree vibration test. =650 \0$aModulus of elasticity. =650 \0$aMetals$xElastic properties. =650 \0$aElastic properties. =650 14$aWood poles. =650 24$aFree vibration test. =650 24$aTapered beam. =650 24$aStress grading. =650 24$aModulus of elasticity. =700 1\$aBarclay, DW.,$eauthor. =700 1\$aCooper, PA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12061J.htm =LDR 02495nab a2200517 i 4500 =001 JTE12067J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12067J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12067J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTG360 =082 04$a624/.1821$223 =100 1\$aLa Van, DA.,$eauthor. =245 12$aA New Gripping Technique for Small Metal Specimens /$cDA. La Van, PB. Duncan, H. Zeng, WN. Sharpe. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aA new technique has been developed to grip small tension specimens. The specimens are 30.5 mm long with a test cross section that is 3.2 by 3.2 mm, and they have wedge-shaped ends that fit into matching slots in the grips. Alignment is accomplished by screws that position the specimen into the middle of the slots. Strain is measured with foil gages mounted front and back, and the specimen is tested in a medium-size servohydraulic test machine. The stress-strain curves of the small specimens agree well with those from standard-size specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLocal behavior. =650 \0$aSteel weldments. =650 \0$aSmall metal specimens. =650 \0$aWeldments. =650 \0$aSteel$xWelding. =650 14$aSmall metal specimens. =650 24$aLocal behavior. =650 24$aSteel weldments. =700 1\$aDuncan, PB.,$eauthor. =700 1\$aZeng, H.,$eauthor. =700 1\$aSharpe, WN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12067J.htm =LDR 03436nab a2200661 i 4500 =001 JTE12064J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12064J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12064J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH2238.7 =082 04$a698$223 =100 1\$aTonyan, TD.,$eauthor. =245 10$aWater Management and Moisture Transport in Direct-Applied and EIFS Wall Assemblies /$cTD. Tonyan, KW. Moyer, WC. Brown. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aAn experimental program has been completed investigating water management and moisture transport in direct-applied finish system (DEFS) and exterior insulation and finish system (EIFS) wall assemblies. The first objective of the study was to understand and quantify drainage through water-managed DEFS and EIFS. A second objective was to understand moisture transport through the wall cladding under a variety of climatic conditions. A third objective was to better understand the role of the sheathing membrane on the moisture transport characteristics of the system. A drainage test has been developed, and a variety of water-managed DEFS and EIFS wall assemblies have been tested. Also, DEFS and EIFS wall assemblies have been tested in an environmental chamber using five different sets of climatic conditions to create a vapor drive through the wall. Results from the drainage and environmental chamber testing are presented, along with an evaluation of sheathing membranes with different performance characteristics. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDrainage. =650 \0$aRainscreen. =650 \0$aVapor drive. =650 \0$aWall cladding. =650 \0$aWater managed. =650 \0$aVapor permeance. =650 \0$aMoisture content. =650 \0$aSheathing membrane. =650 \0$aExterior insulation and finish systems$xCongresses. =650 \0$aExterior walls. =650 \0$aInsulation (Heat) =650 14$aDirect-applied exterior finish system (DEFS) =650 24$aDrainage. =650 24$aExterior insulation and finish system (EIFS) =650 24$aMoisture content. =650 24$aRainscreen. =650 24$aSheathing membrane. =650 24$aWall cladding. =650 24$aWater managed. =650 24$aVapor drive. =650 24$aVapor permeance. =700 1\$aMoyer, KW.,$eauthor. =700 1\$aBrown, WC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12064J.htm =LDR 03592nab a2200589 i 4500 =001 JTE12060J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12060J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12060J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aLeichti, RJ.,$eauthor. =245 14$aThe Role of Bearing Plates in the Five-Point Bending Tests of Structural-Size Lumber /$cRJ. Leichti, T. Nakhata. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aThe five-point bending test is configured as a continuous two-span beam having point loads at each midspan. It was proposed by others as an approach to evaluating the shear capacity of structural size lumber and engineered wood products because earlier tests with wood-based structural panels yielded shear failure modes. In the tests with structural panels, the thickness/depth ratio was large relative to that in structural lumber, although the length/depth ratios were the same. In addition, the density of the structural panels was greater than that of structural lumber. At the load-bearing positions, rounded bearing surfaces were used for the tests of structural panels, but flat bearing plates have been the practice in tests of structural size lumber. In this study, finite-element analyses of the bearing plates and the resulting stress distributions on structural lumber were conducted, first on an orthotropic half-plane and then in the five-point test geometry for structural lumber. The analyses used linear elastic and nonlinear compressive stiffness perpendicular to the grain and nonlinear shear modulus. Our testing showed that elementary beam theory failed to accurately predict the stresses in the critical region of the specimens. In addition, it appears unlikely that sufficient bearing can be developed in smaller lumber sizes to make the five-point bending method reflective of the true shear capacity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNonlinear. =650 \0$aShear stress. =650 \0$aBearing plates. =650 \0$aWood test methods. =650 \0$aCompression stress. =650 \0$aComposite materials. =650 \0$aFinite-element analysis. =650 \0$acomposite material. =650 \0$aComposites. =650 14$aBearing plates. =650 24$aFinite-element analysis. =650 24$aCompression stress. =650 24$aShear stress. =650 24$aWood test methods. =650 24$aComposite materials. =650 24$aNonlinear. =700 1\$aNakhata, T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12060J.htm =LDR 03230nab a2200553 i 4500 =001 JTE12161J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12161J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12161J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aSuresh, RKV,$eauthor. =245 10$aOn the Determination of JIC Using the Stretch Zone Width Method /$cRKV Suresh, N. Ramakrishnan, M. Srinivas, P. Ramarao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aThe stretch zone width (SZW=1/2CTOD, the crack tip opening displacement) method for determining JIC involves fewer specimens and lesser size restrictions compared to the con ventional J-R curve method. However, the accuracy of the SZW-based procedure depends on each term of the J-CTOD relationship, i.e., JIC=m•?•CTODC. This paper presents a numerical investigation of the J-CTOD relationship, which has been carried out using a large-deformation finite element method (FEM). The slope of the blunting line (m) is computed for various combinations of yield strength-to-elastic modulus ratio (?o/E), power law strain-hardening exponent (n), and different measures of stress (? in the J-CTOD relationship). This work brings out the importance of the correct choice of the stress measure, and the one suggested here is the integral average of the flow stress [?*=?0?*?d?/?0?*d?]. Also, an effective CTOD approach is numerically validated where a sharp fatigue precrack of fracture specimens can be substituted by one with a finite notch root radius without loss of accuracy in JIC. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNotch root radius. =650 \0$aBlunting line slope. =650 \0$aStretch zone width (SZW) =650 \0$afinite element method. =650 \0$aStructural analysis (Engineering) =650 14$aFinite element method (FEM) =650 24$aJIC. =650 24$aStretch zone width (SZW) =650 24$aCrack tip opening displacement (CTOD) =650 24$aBlunting line slope. =650 24$aNotch root radius. =700 1\$aRamakrishnan, N.,$eauthor. =700 1\$aSrinivas, M.,$eauthor. =700 1\$aRamarao, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12161J.htm =LDR 02743nab a2200649 i 4500 =001 JTE10103J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10103J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10103J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTR750 =082 04$a778.33$223 =100 1\$aLagowski, B.,$eauthor. =245 10$aNew Reference Radiographs for Magnesium Alloy Castings /$cB. Lagowski. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aWith the introduction and increased use of magnesium alloys containing zirconium, rare earth metals, and thorium, predominantly in castings for aircraft and spacecraft applications, it became evident that the existing reference radiographs included in ASTM E 155-64 would require updating to include radiographs for discontinuity types peculiar to these alloys. AFS Committee 2-D was assigned to undertake this project in cooperation with ASTM Section E07.02.02, which was reactivated for that purpose. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStandards. =650 \0$aInclusions. =650 \0$aInspection. =650 \0$aSegregations. =650 \0$aMicrostructure. =650 \0$aQuality control. =650 \0$aMagnesium castings. =650 \0$aNondestructive tests. =650 \0$aMechanical properties. =650 \0$aRadiography. =650 \0$aSkiagraphy. =650 \0$aX-ray photography. =650 14$aMagnesium castings. =650 24$aInclusions. =650 24$aSegregations. =650 24$aMicrostructure. =650 24$aMechanical properties. =650 24$aQuality control. =650 24$aInspection. =650 24$aNondestructive tests. =650 24$aRadiography. =650 24$aStandards. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10103J.htm =LDR 03265nab a2200541 i 4500 =001 JTE10111J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10111J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10111J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.Z65 =082 04$a669/.735$223 =100 1\$aKass, JN.,$eauthor. =245 10$aCrack Initiation and Growth in Plane Strain, Fully Plastic Zircaloy® /$cJN. Kass, JA. Begley, H. Andrejasik. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aA fractographic study of crack extension in plane strain, fully plastic Zircaloy® was conducted. Three specimen geometries were studied: double-edge notched, compact tension, and center notched specimens. Slip line solutions for these geometries predict high, moderate, and no stress elevation, respectively, ahead of the crack tip. These differences might be expected to produce different modes of crack extension. However, crack tip blunting effects were found to overwhelm geometry induced differences. Blunting was found in all three geometries. Stretched zone width was found to be ~J/?y, or about 0.01 in. (0.254 mm), regardless of geometry. Several variations of blunted crack tip shape were observed for all three specimen types. Two methods of crack extension were observed for all three geometries studied. In the first method ellipsoidal holes were found to nucleate and grow ahead of the main crack tip. Growth continued until the ligament between the main crack and the hole was less than the major axis length of the hole. The hole then joins the main crack by means of local strain instability. The second method consists of alternate sliding off in a zigzag fashion. JIC was measured and found to be equivalent for all three geometries. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCracks. =650 \0$aToughness. =650 \0$aZirconium alloys. =650 \0$aFracture strength. =650 \0$aZirconium. =650 \0$aTitanium group. =650 14$aZirconium alloys. =650 24$aFracture strength. =650 24$aToughness. =650 24$aCracks. =650 24$aElastic-plastic fracture mechanics. =700 1\$aBegley, JA.,$eauthor. =700 1\$aAndrejasik, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10111J.htm =LDR 02614nab a2200493 i 4500 =001 JTE10109J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10109J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10109J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLB1075 =082 04$a150$223 =100 1\$aBrinkman, CR.,$eauthor. =245 10$aStrain Fatigue and Tensile Behavior of Inconel® 718 from Room Temperature to 650°C /$cCR. Brinkman, GE. Korth. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aResults of tensile and fully reversed strain-controlled fatigue tests, conducted on three heats of Incone® 718 that had been subjected to different solution annealing and aging treatments, are presented. Tests were conducted at temperatures ranging from 22 to 650°C, with fatigue tests defining behavior over the cyclic range from 102 to 106 cycles to failure. Average best fit equations defining true stress-strain, strain-controlled fatigue, and cyclic stress-strain behavior are given for the two heat treatments characterized. Heat-to-heat variations in the elevated temperature tensile and fatigue behavior were found. Fatigue lifetime was seen to be dependent upon grain size, particularly at lower strain ranges. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTensile properties. =650 \0$aFatigue (materials) =650 \0$aMechanical properties. =650 \0$aFatigue. =650 \0$aExhaustion. =650 24$aFatigue (materials) =650 24$aTensile properties. =650 24$aMechanical properties. =700 1\$aKorth, GE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10109J.htm =LDR 02644nab a2200577 i 4500 =001 JTE10108J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10108J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10108J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.N6 =082 04$a546/.625$223 =100 1\$aMcKinnon, EA.,$eauthor. =245 10$aFatigue of Nickel-Plated Copper /$cEA. McKinnon, BI. Sandor. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aThe fatigue life of nickel-plated copper depends upon the thickness of the nickel coating. Increases in life from 150 to 450 percent were obtained by increasing the thickness of the nickel from 0.0001 to 0.00025 in. (0.00254 to 0.00635 mm). A further increase in thickness to 0.005 in. (0.0127 mm) resulted in an increase in life of 200 percent. Interrupting the current during electroplating produces interfaces within the coating and increases the fatigue life for a given thickness. Increases in life of 110 percent were obtained by applying a 0.0005-in. thick coating in five layers, rather than in a single layer. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCopper. =650 \0$aCoatings. =650 \0$aElectroplating. =650 \0$aSurface effects. =650 \0$aLeveling plating. =650 \0$aFatigue (materials) =650 \0$aNickel. =650 \0$aTransition metals. =650 14$aFatigue (materials) =650 24$aNickel. =650 24$aCopper. =650 24$aLeveling plating. =650 24$aElectroplating. =650 24$aCoatings. =650 24$aSurface effects. =700 1\$aSandor, BI.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10108J.htm =LDR 03340nab a2200733 i 4500 =001 JTE10105J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10105J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10105J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7885 =082 04$a621.39$223 =100 1\$aGoldenberg, K.,$eauthor. =245 10$aComputer Optimization of Hydraulic System Pressure for Development and Qualification Testing /$cK. Goldenberg, DG. Collins. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA computer program has been developed to optimize hydraulic pressure system selection for use in the structural testing of aeronautical vehicles. This program will select the minimal number of pressure systems, using available hydraulic cylinders, to match all the simulated flight loads which are applied during a test. Programs were written for Fortran and Advanced Basic language users of the IBM 360/67 time-sharing system or the Varian 620/i stand-alone system. Various options are present in the programs to adjust for unique testing conditions. Since the number of pressure system combinations for large-scale testing can be astronomical, this program has eliminated what was formerly a frustrating, time-consuming, and highly subjective task. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPressure. =650 \0$aEvaluation. =650 \0$aOptimization. =650 \0$aStatic tests. =650 \0$aLoads (forces) =650 \0$aDigital computers. =650 \0$aFlight simulation. =650 \0$aComputer languages. =650 \0$aHydraulic cylinders. =650 \0$aHydraulic equipment. =650 \0$aComputer programming. =650 \0$aStructural engineering. =650 \0$aHydraulic servomechanisms. =650 \0$aComputers. =650 \0$aElectronic computers. =650 14$aStatic tests. =650 24$aStructural engineering. =650 24$aEvaluation. =650 24$aLoads (forces) =650 24$aFlight simulation. =650 24$aHydraulic cylinders. =650 24$aHydraulic servomechanisms. =650 24$aHydraulic equipment. =650 24$aPressure. =650 24$aComputer languages. =650 24$aComputer programming. =650 24$aDigital computers. =650 24$aOptimization. =700 1\$aCollins, DG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10105J.htm =LDR 02394nab a2200529 i 4500 =001 JTE10104J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10104J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10104J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.54 =082 04$a620.1/95$223 =100 1\$aTsvetkov, OB.,$eauthor. =245 10$aExperimental Determinations of the Thermal Conductivity of Fluids by Coaxial-Cylinder Apparatus /$cOB. Tsvetkov. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aA coaxial-cylinder apparatus has been designed for steady-state and for non-steady-state measurements.The cell was calibrated by using several gases of known thermal conductivity (air, helium) The thermal conductivity of Refrigerant 12 (R 12) in the liquid and gaseous states at temperatures up to 0.95 Tcr and at pressures to 16 MPa has been determined.Erratum to this paper appears in 3(1) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRefrigerants. =650 \0$aSteady state. =650 \0$aNon-steady-state. =650 \0$aFluorohydrocarbons. =650 \0$aThermal conductivity. =650 \0$aConductivity, Heat. =650 14$aThermal conductivity. =650 24$aRefrigerants. =650 24$aFluorohydrocarbons. =650 24$aCoaxial-cylinder apparatus. =650 24$aSteady state. =650 24$aNon-steady-state. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10104J.htm =LDR 02626nab a2200493 i 4500 =001 JTE10106J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10106J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10106J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA278.4 =082 04$a519.5/35$223 =100 1\$aLittle, RE.,$eauthor. =245 12$aA Note on Selecting the Better Material in a Paired Comparison Test Program /$cRE. Little. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThis note deals with the problem of selecting the better material using a sequential paired comparison test program for the case where individual comparisons are qualitative rather than quantitative (namely, where the test outcome for each paired comparison is stated in terms of a preference for A versus B, or vice versa). A simple K series test method strategy is suggested for the selection procedure, and a table is given for the probability that the better material is indeed selected using this strategy. The application of the probability table to the selection of the better material for the cases of nonsequential qualitative paired comparisons and quantitative paired comparisons is also discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPaired comparisons. =650 \0$aPlanned experiments. =650 \0$aStatistical analysis. =650 \0$aNonparametric statistics. =650 \0$aMultiple comparisons (Statistics) =650 14$aPaired comparisons. =650 24$aPlanned experiments. =650 24$aStatistical analysis. =650 24$aNonparametric statistics. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10106J.htm =LDR 02632nab a2200637 i 4500 =001 JTE10107J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10107J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10107J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.H1 =082 04$a546/.2$223 =100 1\$aThompson, AW.,$eauthor. =245 10$aEffect of Hydrogen on Iron-Nickel-Cobalt Sealing Alloys /$cAW. Thompson, WN. Posey. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aTwo commercial sealing alloys (Kovar® and Ceramvar® were tested in high pressure hydrogen, or after exposure to hydrogen gas for up to 17,500 h. All hydrogen pressures were 69 MPa. In no case was any ductility loss observed. It was therefore concluded that these alloys are probably safe for use in gas handling systems which contain hydrogen. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAustenite. =650 \0$aDuctility. =650 \0$aIron alloys. =650 \0$aFracture (materials) =650 \0$aGlass-to-metal seals. =650 \0$aMechanical properties. =650 \0$aHydrogen embrittlement. =650 \0$aCobalt containing alloys. =650 \0$aNickel containing alloys. =650 \0$aHydrogen. =650 14$aHydrogen embrittlement. =650 24$aHydrogen. =650 24$aIron alloys. =650 24$aNickel containing alloys. =650 24$aCobalt containing alloys. =650 24$aAustenite. =650 24$aGlass-to-metal seals. =650 24$aMechanical properties. =650 24$aFracture (materials) =650 24$aDuctility. =700 1\$aPosey, WN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10107J.htm =LDR 02828nab a2200637 i 4500 =001 JTE10110J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10110J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10110J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a620.1/3623$223 =100 1\$aWeaver, WS.,$eauthor. =245 12$aA Study of Cement and Concrete Correlation /$cWS. Weaver, HL. Isabelle, F. Williamson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (44 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aAmerican specifications for portland cement require the crushing of mortar cubes for compressive strength of cement and the breaking of cylinder specimens for compressive strength of concrete. It has been assumed that there is a reasonable correlation of mortar and concrete strengths. This has been questioned. A preliminary study of sixty samples showed a significant correlation but indicated a very low order of confidence. A more extensive research was undertaken, which is reported in this paper. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCements. =650 \0$aConcretes. =650 \0$aCompression tests. =650 \0$aMortars (material) =650 \0$aCompressive strength. =650 \0$aStatistical analysis. =650 \0$aPavements, Concrete$zIowa$xTesting. =650 \0$aConcrete roads$xTesting. =650 \0$aPavements, Concrete$xTesting. =650 \0$aPortland cement$xTesting. =650 \0$aChemical properties. =650 \0$aCoarse aggregates. =650 \0$aCorrelation analysis. =650 14$aCompressive strength. =650 24$aCements. =650 24$aConcretes. =650 24$aMortars (material) =650 24$aCompression tests. =650 24$aStatistical analysis. =700 1\$aIsabelle, HL.,$eauthor. =700 1\$aWilliamson, F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10110J.htm =LDR 02659nab a2200709 i 4500 =001 JTE10102J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10102J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10102J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.C7 =082 04$a546.76$223 =100 1\$aStarr, CD.,$eauthor. =245 10$aLife Testing of Nickel-Chromium Alloys /$cCD. Starr. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aAn evaluation of the life test for 80Ni-20Cr alloys specified in ASTM B 76 has been made. It is shown that the emissivity of the wire is not constant after the pretreatment but requires about an additional four hours at the test temperature. The convection coefficient increases continuously during the life test causing more power to be dissipated by convection as the test progresses. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWire. =650 \0$aPower. =650 \0$aOxidation. =650 \0$aRadiation. =650 \0$aConvection. =650 \0$aEmissivity. =650 \0$aLife tests. =650 \0$aResistance. =650 \0$aResistivity. =650 \0$aTemperature. =650 \0$aCyclic tests. =650 \0$aNickel-chromium alloys. =650 \0$aChromium. =650 14$aLife tests. =650 24$aNickel-chromium alloys. =650 24$aEmissivity. =650 24$aResistance. =650 24$aConvection. =650 24$aResistivity. =650 24$aTemperature. =650 24$aOxidation. =650 24$aRadiation. =650 24$aWire. =650 24$aPower. =650 24$aHeat. =650 24$aCyclic tests. =650 24$aChromium. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10102J.htm =LDR 01803nab a2200409 i 4500 =001 JTE10711J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10711J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10711J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD96.A8 =082 04$a543.5$223 =100 1\$aDyck, R.,$eauthor. =245 10$aIntroduction to Symposium on Advances in Atomic Spectroscopy /$cR. Dyck. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe five papers that follow were originally presented at the symposium entitled "Advances in Atomic Spectroscopy," sponsored by ASTM Committee E-2 on Emission Spectroscopy on 6 Oct. 1982 in Boston, MA. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAtomicspectroscopy. =650 \0$aChemometrics. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10711J.htm =LDR 03129nab a2200613 i 4500 =001 JTE10713J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10713J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10713J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQP519.9.F56 =082 04$a543/.56$223 =100 1\$aLancione, RL.,$eauthor. =245 10$aApplication of Inductively Coupled Plasma Atomic Fluorescence Spectrometry in the Steel Industry /$cRL. Lancione, DM. Drew. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aICP atomic fluorescence spectrometry has been used to analyze a variety of materials that include an iron ore and a blast furnace slag, as well as low alloy and stainless steels. The technique provides selectable simultaneous multielement analysis with good detection limits. Spectral interferences and background effects are generally avoided and no computer, monochromator, polychromator, or complex scanning mechanisms are required. An examination of the effect of an iron matrix on detection limits shows a small but measurable degradation for aluminum and chromium. The intensity-concentration relationship exhibits strict linearity over three to four orders of magnitude measured from the lowest determinable concentration. The analytical results for aluminum, cobalt, chromium, copper, manganese, molybdenum, nickel, and silicon are in good agreement with certified values. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSlags. =650 \0$aIron ores. =650 \0$aSlag analysis. =650 \0$aSteel analysis. =650 \0$aIron ore analysis. =650 \0$aAtomic fluorescence. =650 \0$aIron and steel industry. =650 \0$aFluorescence spectroscopy. =650 \0$aSpectrometry, Fluorescence. =650 \0$aBiochemistry. =650 14$aIron ores. =650 24$aSlags. =650 24$aIron and steel industry. =650 24$aAtomic fluorescence. =650 24$aInductively coupled plasma. =650 24$aIron ore analysis. =650 24$aSlag analysis. =650 24$aSteel analysis. =700 1\$aDrew, DM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10713J.htm =LDR 02322nab a2200505 i 4500 =001 JTE10710J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10710J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10710J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGN69.8 =082 04$a614/.1$223 =100 1\$aSaxena, A.,$eauthor. =245 12$aA Report on the Workshop on High Temperature Crack Growth and Fracture /$cA. Saxena, V. Kumar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis document contains a brief report on the proceedings of the workshop on "High-Temperature Crack Growth and Fracture" held at Battelle Columbus Laboratories on 17 Aug. 1983. There were extensive discussions by the various presenters on the issue of which field parameter(s) should be used to correlate creep crack growth rate behavior. The abstracts of the nine presentations made at the workshop are included. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep properties. =650 \0$aCrack propagation. =650 \0$aFractures (materials) =650 \0$aFractures. =650 \0$aForensic Anthropology. =650 \0$aFractures, Bone. =650 14$aCrack propagation. =650 24$aFractures (materials) =650 24$aCreep properties. =700 1\$aKumar, V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10710J.htm =LDR 02908nab a2200589 i 4500 =001 JTE10714J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10714J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10714J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD474 =082 04$a537.6/23$223 =100 1\$aBarrett, P.,$eauthor. =245 10$aAdvances in Atomic Absorption Graphite Furnace Analysis /$cP. Barrett, W. Barnett, F. Fernandez. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe literature documents a succession of individual improvements over previous graphite furnace technology. These individual improvements include graphite tubes with better pyrolytic coatings, Zeeman background correction, rapid heating of the graphite tube, the L'vov platform, faster instrumental electronics, and matrix modification. Any one of these developments will improve certain analyses. However, taken together as an integrated system, the total is more than equal to the sum of the parts. The integrated system, known as the stabilized temperature platform furnace technique, provides the analyst with capabilities not available on previous graphite furnace systems. Analyses are conducted differently, methods are developed differently, and the results are more predictable. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSelenium. =650 \0$aNickel alloys. =650 \0$aZeeman effect. =650 \0$aL'vov platform. =650 \0$aGraphite furnace. =650 \0$aAtomic absorption. =650 \0$aGraphite. =650 \0$aSuperconductivity. =650 \0$aClathrate compounds. =650 14$aZeeman effect. =650 24$aSelenium. =650 24$aNickel alloys. =650 24$aAtomic absorption. =650 24$aGraphite furnace. =650 24$aL'vov platform. =700 1\$aBarnett, W.,$eauthor. =700 1\$aFernandez, F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10714J.htm =LDR 03179nab a2200625 i 4500 =001 JTE10717J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10717J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10717J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN859.U5 =082 04$a622/.3383/0973$223 =100 1\$aLanglois, GW.,$eauthor. =245 10$aQuantitation of Carbon in Oil Shale Process Wastewaters :$bCoulometry Coupled with Ultraviolet-Peroxydisulfate and High-Temperature Oxidation /$cGW. Langlois, BM. Jones, RH. Sakaji, CG. Daughton. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b35 =520 3\$aWastewaters from the production of synfuels, in particular oil shale retort waters, present several major problems to various instrument configurations designed for carbon analysis.A carbon analyzer was fabricated from commercially available oxidation and detection units.Carbon oxidation occurred in an ultraviolet (UV) photochemical reactor using acid peroxydisulfate; quantitation of the evolved carbon dioxide was accomplished with an automatic coulometric titrator.This new design eliminated the problems of (1) instrument downtime caused by fouling of high-temperature combustion catalysts and corrosion of furnace combustion tubes, (2) limited linear dynamic range and upper detection limit (namely, infrared detection), and (3) frequent detector calibration (namely, infrared and flame ionization detection) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCarbon. =650 \0$aOil shale. =650 \0$aCoulometery. =650 \0$aRetort water. =650 \0$aCarbon analysis. =650 \0$aOil shale wastewaters. =650 \0$aOil-shales. =650 \0$aOil-shaleindustry. =650 14$aOil shale. =650 24$aCoulometery. =650 24$aNitrogen heterocyclic compounds. =650 24$aCarbon. =650 24$aOil shale wastewaters. =650 24$aRetort water. =650 24$aCarbon analysis. =650 24$aUltraviolet-persulfate oxidation. =650 24$aHigh-temperature combustion. =700 1\$aJones, BM.,$eauthor. =700 1\$aSakaji, RH.,$eauthor. =700 1\$aDaughton, CG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10717J.htm =LDR 02714nab a2200601 i 4500 =001 JTE10721J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10721J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10721J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD1691 =082 04$a333.91/04$223 =100 1\$aPetros, JK.,$eauthor. =245 10$aUse of a Portable Vapor Analyzer in Groundwater Contamination Studies /$cJK. Petros, JW. Beckett. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA portable organic vapor analyzer was evaluated and subsequently used to locate pockets of volatile organics underground. Methods for laying out sampling grinds in the field are described, and the sensitivity of two different analyzers to various volatile organics are compared. Field data are discussed and methods of verifying the analytical results (for example, digging backhoe pits in "clean" and "contaminated" areas) are described. Precautions to be taken when using this type of instrument in the field also are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aVolatility. =650 \0$aGroundwater. =650 \0$aContamination. =650 \0$aVapor analyzers. =650 \0$aVolatile organics. =650 \0$aSubsurface contamination. =650 \0$aGroundwater contamination. =650 \0$aGroundwater$xValuation. =650 \0$aGrondwater. =650 \0$aWaardering. =650 14$aVolatility. =650 24$aGroundwater. =650 24$aContamination. =650 24$aSubsurface contamination. =650 24$aVolatile organics. =650 24$aVapor analyzers. =650 24$aGroundwater contamination. =700 1\$aBeckett, JW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10721J.htm =LDR 02423nab a2200601 i 4500 =001 JTE10716J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10716J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10716J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD75 =082 04$a543 s$223 =100 1\$aJarrell, RF.,$eauthor. =245 10$aGuiding Computers to Produce Accurate Spectrochemical Analysis /$cRF. Jarrell, M. Borlaug. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aProcedures are suggested to insure that computer-calibrated optical emission spectrometers will analyze unknown samples with the same accuracy as older instruments that used hand-drawn curves. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aComputers. =650 \0$aHigher order polynomials. =650 \0$aInterference corrections. =650 \0$aSpectrochemical analysis. =650 \0$aTheoretical curve shapes. =650 \0$aSpectrochemicalanalysis. =650 \0$aMetals. =650 \0$aTraceanalysis. =650 14$aComputers. =650 24$aSpectrochemical analysis. =650 24$aSteels. =650 24$aAccurate spectrochemical analyses. =650 24$aComputer-calibrated spectrometers. =650 24$aHigher order polynomials. =650 24$aTheoretical curve shapes. =650 24$aInterference corrections. =700 1\$aBorlaug, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10716J.htm =LDR 02980nab a2200589 i 4500 =001 JTE10719J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10719J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10719J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA276 =082 04$a519.9$223 =100 1\$aBoyle, TP.,$eauthor. =245 12$aA Hierarchical Approach to the Measurement of Changes in Community Structure Induced by Environmental Stress /$cTP. Boyle, J. Sebaugh, E. Robinson-Wilson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aA new index of dissimilarity is proposed to measure changes in community structure caused by environmental stress. A new statistical algorithm was also devised to test the similarity or dissimilarity between two communities. This procedure tests the mean dissimilarity within two communities against the mean dissimilarity between the same communities. These new indices are used along with other traditional indices of community structure in a proposed hierarchical scheme for testing different degrees of changes in stressed communities. Several examples illustrate that the procedures proposed give a more interpretible comprehensive analysis than the use of a limited set of indices. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStatistical tests. =650 \0$aBiological surveys. =650 \0$aEnvironmental tests. =650 \0$aStressed communities. =650 \0$aCommunity dissimilarity. =650 \0$aStatisticaltests. =650 \0$aMathematical statistics. =650 \0$aProbability. =650 14$aStatistical tests. =650 24$aEnvironmental tests. =650 24$aBiological surveys. =650 24$aCommunity dissimilarity. =650 24$aStatistical test of dissimilarity. =650 24$aHierarchical community measurement scheme. =650 24$aStressed communities. =700 1\$aSebaugh, J.,$eauthor. =700 1\$aRobinson-Wilson, E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10719J.htm =LDR 03126nab a2200565 i 4500 =001 JTE10720J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10720J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10720J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH541.5.E8 =082 04$a574.5/26365/0916347$223 =100 1\$aStack, VT.,$eauthor. =245 10$aCritique of the Standard Biochemical Oxygen Demand Method /$cVT. Stack. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aThe results of the five-day biochemical oxygen demand (BOD) procedure have historically represented information that is arbitrary in its meaning and interpretation. BOD results are too frequently accepted on "face value" with face value related partly to numerical value and partly to the opinion (or lack of understanding) of the interpreter. The Joint Task Group of the American Public Health Association, the American Water Works Association, and the Water Pollution Control Federation, which developed the BOD method for the 15th edition of Standard Methods, considered the problems with the method and certain improvements were introduced. A practical nitrification inhibitor was proposed, but an error in identifying a source for the reagent has lead to problems in method application. The method continues to require organic-free dilution water even though development of such water can be costly and unnecessary. Corrections for oxygen consumption by organic materials in the dilution water can be introduced into the procedure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDilution. =650 \0$aNitrification. =650 \0$aDilution water. =650 \0$aOrganic-free water. =650 \0$aNitrification inhibitor. =650 \0$aBiochemical oxygen demand. =650 \0$aBiochemicaloxygendemand. =650 \0$aEstuarine ecology. =650 \0$aWater$xDissolvedoxygen. =650 14$aBiochemical oxygen demand. =650 24$aNitrification. =650 24$aDilution. =650 24$aDilution water. =650 24$aOrganic-free water. =650 24$aNitrification inhibitor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10720J.htm =LDR 02509nab a2200493 i 4500 =001 JTE10712J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10712J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10712J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC454.E46 =082 04$a543.5$223 =100 1\$aBarnes, RM.,$eauthor. =245 10$aProgress in Inductively Coupled Plasma Analytical Spectroscopy /$cRM. Barnes. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b170 =520 3\$aAlthough substantial progress has been achieved in inductively coupled plasma (ICP) spectroscopy placing it among the principle spectroscopy tools in analytical research and applications laboratories, some limitations exist especially for the analysis of ultratrace concentration levels in minute samples. The application of chemical and instrumental techniques to enhance the concentration levels of analytes is practical but complicated by the requirements of maintaining the multielement nature of ICP spectroscopy. Various approaches are described to extend the use and reduce the limitations of ICP atomic emission spectroscopy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSensitivity. =650 \0$aChemical analysis. =650 \0$aEmission spectroscopy. =650 \0$aGlow discharges. =650 \0$aSolids$xSurfaces$xSpectra. =650 14$aEmission spectroscopy. =650 24$aChemical analysis. =650 24$aSensitivity. =650 24$aInductively coupled plasma. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10712J.htm =LDR 02623nab a2200553 i 4500 =001 JTE10718J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10718J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10718J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL151.6 =082 04$a333.79/68$223 =100 1\$aEimers, JL.,$eauthor. =245 10$aPhysical Properties of Densified Refuse Derived Fuel /$cJL. Eimers, PA. Vesilind. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThe need for and a description of eight draft standards for describing physical properties of densified refuse derived fuels are described. These draft standards include: collecting and dividing a gross sample of densified refuse derived fuel (dRDF), air drying, measuring the density of individual particles and bulk density, measuring the particle size distribution and the durability of the particles, and measuring total residual moisture and water adsorption. These draft standards are being developed by ASTM Committee E-38 on Resource Recovery. The precision of the test methods is also reported. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFuels. =650 \0$aEnergy. =650 \0$aRefuse. =650 \0$aPelleting. =650 \0$aStandards. =650 \0$aAutomobiles$xFuel consumption. =650 \0$aAutomobiles$xFuel consumption$xGovernment policy. =650 \0$aAutomobiles$xFuel consumption$xSocial aspects. =650 14$aRefuse. =650 24$aFuels. =650 24$aEnergy. =650 24$aPelleting. =650 24$aStandards. =700 1\$aVesilind, PA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10718J.htm =LDR 03929nab a2200517 i 4500 =001 JTE10715J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10715J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10715J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD75 =082 04$a543 s$223 =100 1\$aBeaty, JS.,$eauthor. =245 10$aPrinciples on Analysis by Spark Sampling and Plasma Excitation as Applied to Super Alloys /$cJS. Beaty, RJ. Belmore. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aDuring the last two years, a new concept of metal spectrochemical analysis has emerged. Fundamental to the concept is separating the process of sampling a material from the process of causing the eroded material to emit light. During the analysis sequence, a spark source samples a metal rapidly and precisely. The atom clusters eroded from the sample are introduced into an inductively coupled argon plasma (ICAP) source. The ICAP atomizes the clusters and excites the atoms with minimal matrix effects. It causes the resultant atoms and ions to emit light linearly over four to five orders of magnitude in concentration. Secondary to the evolution of this method of analysis is the identification, quantitation and control of four parameters: (1) the amount of sample eroded per unit time (sample uptake), (2) the influence of an interfering species on the signal measured at the detector of another species (interelement effect), (3) contamination from the residue of a previous sample (sample cross talk), and (4) change in the amount of sample eroded by spark sampling over time (sampling time dependence). It is important to the method that the following assumptions prove to be correct: (1) the atom clusters erode from the sample and have the same composition as the sample itself and (2) all of the elements in the sample are determined during the analysis. The analytical method that results from the separation of sampling and excitation, the control of the four parameters, and the validity of the two assumptions are capable of minimizing matrix effects in optical emission metals analysis. By using the method, an analyst can calibrate or standardize with one kind of material, such as low alloy steel, and analyze another, such as Waspaloy. The utility of this form of metals analysis, separate sampling and excitation analysis (SSEA), will be demonstrated by examining the methodology and results of low alloy steel, Waspaloy, and Rene analysis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aChemical analysis. =650 \0$aInductive reactance. =650 \0$aSpectrochemical analysis. =650 \0$aSpectrochemicalanalysis. =650 \0$aMetals. =650 \0$aTraceanalysis. =650 14$aSpectrochemical analysis. =650 24$aMetals. =650 24$aInductive reactance. =650 24$aChemical analysis. =700 1\$aBelmore, RJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10715J.htm =LDR 03014nab a2200565 i 4500 =001 JTE12498J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12498J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12498J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRG137 =082 04$a613.9/435$223 =100 1\$aDavis, GB.,$eauthor. =245 10$aInfluence of Contact Angles on the Leakage of Latex Condoms /$cGB. Davis, LW. Schroeder. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThis study consists of an investigation of the contact angle properties of latex after fabrication into condoms. The angles were determined with various fluids such as hot and cold water, citric acid solution, and bovine serum. All trends indicate that the biological situation is more wetting (i.e., lower contact angles) than water at room temperature. The findings on the contact angle properties were applied to studying the sensitivity of a water leakage test, as described in ASTM D 3492, used by manufacturers and others. A variation of this test is used by FDA field laboratories. This test involves filling the condom with 300 cm3 of water and visually examining it for leaks. The equations that predict the conditions whereby water will pass through a small hole in the condom include contact angles as parameters. This study indicates that use of a surfactant solution instead of water in the current test may make it far more effective in determining the presence of very small holes in condoms. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCondom. =650 \0$aLeakage. =650 \0$aWetting. =650 \0$aStatic contact angle. =650 \0$aDynamic contact angle. =650 \0$aCondoms. =650 \0$aLatex. =650 \0$aCondoms$xTesting. =650 14$aDynamic contact angle. =650 24$aStatic contact angle. =650 24$aLatex. =650 24$aWetting. =650 24$aLeakage. =650 24$aCondom. =700 1\$aSchroeder, LW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12498J.htm =LDR 03301nab a2200589 i 4500 =001 JTE12493J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12493J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12493J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC377 =082 04$a616.8/34$223 =100 1\$aClark, TR.,$eauthor. =245 10$aInfluence of Test Methodology on Fatigue Crack Propagation in Engineering Plastics /$cTR. Clark, RW. Hertzberg, JA. Manson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe effect of mean stress on the fatigue threshold in poly(methylmethacrylate) (PMMA) and polycarbonate was investigated using both low and high constant R-ratio (Rc), constant Kmean (Kmeanc), and constant Kmax (Kmaxc) threshold testing procedures. While ?Kth for commercial PMMA under Rc = 0.1 conditions was found to be 0.35 MPa?m, no threshold condition was obtained during the Kmaxc procedure for ?K as low as 0.1 MPa?m due to the high mean stress which exists in the latter test procedure. Similar results were obtained for two other PMMA resins. Creep tests conducted at room temperature on PMMA clearly demonstrated the synergistic relation which exists between fatigue and creep induced damage during the Kmaxc test procedure. Kmaxc experiments also confirmed the beneficial mean stress effect in polycarbonate, while high temperature testing (65°C) revealed that this mean stress effect can be almost entirely suppressed. Finally, it was shown that a K-gradient as high as -0.2 mm-1 can be used to decrease test time and material required for the determination of ?Kth; this gradient compares favorably with the ASTM maximum recommended value of -0.08 mm-1, established for metals. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aFatigue. =650 \0$aThreshold. =650 \0$aK-gradient. =650 \0$aMean stress. =650 \0$aPolycarbonate. =650 \0$aMultiple sclerosis. =650 \0$aMultiple sclerosis$xExercise therapy. =650 14$aFatigue. =650 24$aThreshold. =650 24$aMean stress. =650 24$aPMMA. =650 24$aPolycarbonate. =650 24$aCreep. =650 24$aK-gradient. =700 1\$aHertzberg, RW.,$eauthor. =700 1\$aManson, JA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12493J.htm =LDR 02484nab a2200517 i 4500 =001 JTE12497J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12497J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12497J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA407 =082 04$a620.1/123$223 =100 1\$aKirk, MT.,$eauthor. =245 12$aA K1 Calibration for a Modified Single Edge Notched Tension Specimen /$cMT. Kirk, RJ. Sanford. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aUsing global and boundary collocation techniques, a single edge notched tension (SE(T)) specimen, modified by introduction of a semi-circular cutout in front of the crack, was developed and characterized. This specimen was found to produce fixed-grip K1 values two times greater than is possible with a conventional SE(T) specimen of the same size. This new specimen could be used to investigate upper transition crack arrest phenomena with smaller specimens and testing machine capacities than have been possible previously. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack arrest. =650 \0$aCollocation techniques. =650 \0$aStress intensity factor. =650 \0$aStrains and stresses. =650 \0$aPhotoelasticity. =650 \0$aStrain gages. =650 14$aPhotoelasticity. =650 24$aStress intensity factor. =650 24$aCrack arrest. =650 24$aCollocation techniques. =700 1\$aSanford, RJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12497J.htm =LDR 03017nab a2200637 i 4500 =001 JTE12492J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12492J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12492J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA486 =082 04$a620.1/1223$223 =100 1\$aKain, RM.,$eauthor. =245 10$aCrevice Corrosion Testing in Natural Seawater :$bSignificance and Use of Multiple Crevice Assemblies /$cRM. Kain. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aMultiple crevice assemblies (MCAs) have been used for over a dozen years to assess the crevice corrosion resistance of stainless-type alloys in seawater and other chloride-containing environments. This paper provides a review of the technique's development, modification, and present usage and discusses its limitations. Results of comparative round-robin testing and other seawater crevice corrosion studies provide perspectives on reproducibility. Insight from established corrosion mechanisms and modelling help to explain variability for some materials. Several examples of alloy rankings and beneficial effects of alloy composition determined by MCA tests are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModelling. =650 \0$aAlloy ranking. =650 \0$aCritical review. =650 \0$aNatural seawater. =650 \0$aCrevice corrosion. =650 \0$aInitiation behavior. =650 \0$aRound-robin testing. =650 \0$aPropagation behavior. =650 \0$aCorrosion resistant alloys$xTesting. =650 \0$aSeawater corrosion. =650 \0$aMarine engineering. =650 \0$aCrevice Corrosion Testing. =650 14$aCritical review. =650 24$aCrevice corrosion. =650 24$aMultiple crevice assemblies. =650 24$aNatural seawater. =650 24$aInitiation behavior. =650 24$aPropagation behavior. =650 24$aRound-robin testing. =650 24$aAlloy ranking. =650 24$aModelling. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12492J.htm =LDR 03578nab a2200565 i 4500 =001 JTE12500J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12500J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12500J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK454.4.S7 =082 04$a620.11297$223 =100 1\$aBashu, SA.,$eauthor. =245 10$aImpact Energy/Specimen Thickness Relationship for Two Turbine Steels /$cSA. Bashu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aA steam turbine rotor and blading steel manufactured to chemical composition per ASTM A470, Class 8, and AISI Class 422, respectively, were impact load tested at room temperature in the hardened and tempered, as well as in the annealed, condition with a view to correlate energy levels with specimen thickness. The V-notch Charpy impact specimens used for this purpose included the standard size of 10 by 10 mm and various sub-sizes permitted by ASTM Standard A 370. Results indicate that the impact energy reduced linearly with the decreasing size of the specimen in two regimes, suggesting that two different mechanisms are operating in the fracture initiation for the corresponding specimen thickness ranges. It is, however, established that the energy levels obtained with the lowest thickness specimens (2.5 mm) correlate to the standard energy levels by a multiplying factor of 3 to 4 for all materials except the hardened-and-tempered blading steel, for which the multiplying factor is found to be around 2. A brief account of the fractographic features of both steels for 10, 5, and 2.5 mm thick impact specimens is presented. The relationship obtained between impact energy and specimen thickness is expected to be useful for estimating the impact toughness of service components and assessing their condition, since limitations in component size and/or codes and statutory regulations sometimes preclude removal of large amounts of material for making standard V-notch Charpy specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEnergy levels. =650 \0$aTurbine steels. =650 \0$aService components. =650 \0$aSub-size specimens. =650 \0$aCondition assessment. =650 \0$aTesting. =650 \0$aThickness measurement. =650 \0$aSteel, Electrical. =650 \0$aSpecimen Thickness. =650 14$aV-notch Charpy impact test. =650 24$aSub-size specimens. =650 24$aTurbine steels. =650 24$aEnergy levels. =650 24$aService components. =650 24$aCondition assessment. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12500J.htm =LDR 02666nab a2200637 i 4500 =001 JTE12494J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12494J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12494J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.4 =082 04$a620.1/1292$223 =100 1\$aJiang, B.,$eauthor. =245 12$aA Rapid Method for Measurement of Rolling Contact Fatigue Limit of Case-Hardened Gear Materials /$cB. Jiang, E. Shao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aA rapid method for measurement of the rolling contact fatigue limit of case-hardened gear materials was developed according to Miner theory [1] by step loading. For performing the fatigue test by the rapid method, only one specimen is needed and no more than a few hours of testing are required. With respect to the conventional method it can increase testing efficiency by a hundred times. The relative error of the resulting fatigue limit is less than 5%. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRapid. =650 \0$aSteel. =650 \0$aMethod. =650 \0$aStrength. =650 \0$aConventional. =650 \0$aCase-hardened. =650 \0$aRolling contact fatigue. =650 \0$aMaterials$xFatigue. =650 \0$aMechanical wear$xTesting. =650 \0$aRolling contact. =650 \0$aEngineering. =650 \0$aMachinery. =650 14$aConventional. =650 24$aRapid. =650 24$aMethod. =650 24$aRolling contact fatigue. =650 24$aCase-hardened. =650 24$aGear. =650 24$aSteel. =650 24$aStrength. =700 1\$aShao, E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12494J.htm =LDR 03004nab a2200589 i 4500 =001 JTE12496J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12496J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12496J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC100 =082 04$a669/.96142$223 =100 1\$aLiao, KC.,$eauthor. =245 10$aUse of X-Ray Diffraction for Measuring Recrystallization of Low Carbon Steels for Tin Plate Application /$cKC. Liao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aAn X-ray diffraction technique has been investigated as an alternative to the conventional Rockwell (R) superficial scale 30T hardness testing to evaluate the applicability of tin mill products. Cold-rolled low carbon steels for T-4 and T-5 tin plate applications were heat treated in a salt pot at temperatures ranging from 627 to 677°C for times between 1 and 120 s to simulate various continuous annealing cycles. X-ray diffraction patterns of the 211 line were obtained, and conventional R 30T hardness measurements were made on the cold reduced and annealed specimens. Test results show that an X-ray line broadening parameter can be established for monitoring the progress of recrystallization in the annealed steel. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLow carbon steels. =650 \0$aRecrystallization. =650 \0$aTin mill products. =650 \0$aX-ray diffraction. =650 \0$aContinuous annealing. =650 \0$aX-ray line broadening. =650 \0$aAustenitic stainless steel$xStandards$zUnited States. =650 \0$aX-ray diffractometer$xCalibration. =650 \0$aAustenite$xStandards. =650 \0$aAustenitic stainless steel$xStandards. =650 14$aLow carbon steels. =650 24$aTin mill products. =650 24$aContinuous annealing. =650 24$aRecrystallization. =650 24$aRockwell superficial hardness. =650 24$aX-ray diffraction. =650 24$aX-ray line broadening. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12496J.htm =LDR 03083nab a2200613 i 4500 =001 JTE12495J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12495J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12495J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA473 =082 04$a620.17$223 =100 1\$aMahmood, ST.,$eauthor. =245 10$aDynamic Strain-Aging and Neutron Irradiation Effects on Mechanical and Fracture Properties of A533B Class 1 PV Steel and 2.25Cr-1Mo Steel /$cST. Mahmood, KM. Al-Otaibi, YH. Jung, K. Linga Murty. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aEffects of dynamic strain-aging (DSA) on upper-shelf ductility of A533B Class1 pressure vessel (PV) and 2.25Cr-1Mo steels are discussed along with those of low fluence (5 x 1021 n/m2) fast (>1 MeV) neutron irradiation on mechanical and fracture properties of the PV steel. Mechanical and fracture property data were generated using tensile and three-point bend tests. Tests were performed on as-received and irradiated A533B steel and as-received 2.25Cr-1Mo steel as a function of test temperature and applied strain-rate in the range of 300 to 623 K and 6.7 x 10-5 s-1 to 1 x 10-2 s-1, respectively. The tests were aimed at characterizing the effects of DSA on the mechanical and fracture behaviors of these steels as well as investigating the synergistic effects of DSA, and radiation defects. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTensile. =650 \0$aFracture. =650 \0$aRadiation. =650 \0$aEmbrittlement. =650 \0$aInterstitials. =650 \0$aPressure vessel steels. =650 \0$aSteel$xThermal properties. =650 \0$aCoal gasification$xResearch. =650 \0$aFracture mechanics. =650 14$aPressure vessel steels. =650 24$aTensile. =650 24$aBend. =650 24$aFracture. =650 24$aInterstitials. =650 24$aRadiation. =650 24$aEmbrittlement. =700 1\$aAl-Otaibi, KM.,$eauthor. =700 1\$aJung, YH.,$eauthor. =700 1\$aLinga Murty, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12495J.htm =LDR 01725nab a2200409 i 4500 =001 JTE12501J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12501J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12501J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.17 =082 04$a621.48/33$223 =100 1\$aMunz, D.,$eauthor. =245 10$aDiscussion of "Chevron-Notched Specimens for Fracture Toughness Measurements Independent of R-Curve Effects," with Author's Closure /$cD. Munz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLight water reactors$xMaterials$xTesting. =650 \0$aMetals$xFracture. =650 \0$aNotchedbar testing. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12501J.htm =LDR 02963nab a2200493 i 4500 =001 JTE12499J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12499J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12499J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA355 =082 04$a620.1/125$223 =100 1\$aUrbanik, TJ.,$eauthor. =245 10$aForce Plate for Corrugated Container Vibration Tests /$cTJ. Urbanik. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aA stack of corrugated containers subjected to over-the-road vibrations behaves like a distributed spring-mass system. Severe stack vibrations can crush the bottom container, fatigue the product cushioning, and damage the product. Laboratory tests were conducted to characterize the spring-mass system response to vibration by using a force plate combined with a single accelerometer. By using the force plate, only two data acquisition channels are needed to measure the driving acceleration and response force beneath a container stack. The acceleration and force data become input to a model that reduces the stack to an equivalent single-degree-of-freedom system and identifies its properties. The merits of alternate stacking patterns and interior packaging can then be quantified in terms of their generalized mass, stiffness, and damping and the effect of these properties on the stack response. Cushioning vibration characteristics are determined for flexible product-container interactions. Container designs can be improved based on understanding the physics of transportation vibrations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShock and vibration. =650 \0$aShipping environment. =650 \0$aVibration. =650 \0$aImpact. =650 \0$aShock(Mechanics) =650 14$aShipping environment. =650 24$aShock and vibration. =650 24$aPreshipment container testing. =650 24$aUnit load transfer function. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12499J.htm =LDR 02954nab a2200529 i 4500 =001 JTE101404 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101404$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101404$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC145.4.C6 =082 04$a532.586$223 =100 1\$aPrakash, K.,$eauthor. =245 10$aStress History Effects on Consolidation and Permeability Behavior of Fine-Grained Soils /$cK. Prakash, A. Sridharan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aPractical situations wherein the soil is subjected to static stress reversals are many, and in this context, understanding the engineering behavior of soil in the field subjected to such static stress reversals gains importance. The present paper deals with the study of the effect of static cyclic loading on compressibility and permeability behavior of fine-grained soils of different clay mineralogical composition, both in the undisturbed and remolded states. The static stress reversals enable the soils to reach a "near equilibrium state" in terms of volume change, whether the soil is initially in the undisturbed state or in the remolded state. The stress history of a soil has been shown to have definite influence on the coefficient of consolidation and permeability of fine-grained soils. Soil clay mineralogy has been observed to control the nature of variation of the behavior of soils subjected to static stress reversals. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPermeability. =650 \0$aEquilibrium state. =650 \0$aOverconsolidation. =650 \0$aStatic stress reversals. =650 \0$aCompressibility. =650 \0$aHigh pressure physics. =650 14$aCompressibility. =650 24$aEquilibrium state. =650 24$aOverconsolidation. =650 24$aPermeability. =650 24$aStatic stress reversals. =700 1\$aSridharan, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101404.htm =LDR 03032nab a2200553 i 4500 =001 JTE100795 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100795$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100795$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC251 =082 04$a536/.2$223 =100 1\$aKossecka, Elisabeth,$eauthor. =245 10$aHot-Box Testing of Building Envelope Assemblies-A Simplified Procedure for Estimation of Minimum Time of the Test /$cElisabeth Kossecka, Jan Kosny. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aCost of performing hot-box experiments on building envelope assemblies is relatively high. That is why proper estimation of the minimum amount of time necessary to achieve required test accuracy is critical to all hot-box operators. In this paper, two methods are proposed for determining wall specimen time constants, for the hot-box apparatus testing. The requirements published in ASTM C1363-05 "Standard Test Method for the Thermal Performance of Building Materials and Envelope Assemblies by Means of a Hot Box Apparatus," concerning determination of the time to reach the steady state of heat flow are discussed. One method requires numerical calculations of the response factors with subsequent determination of time constants. The second method makes use of the approximate relation between the time constant and the product of resistance, capacity, and a structure factor. Both methods may serve for the optimization of the minimum test time during hot-box experiments. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHeat flow. =650 \0$aHeat capacity. =650 \0$aTime constants. =650 \0$aHot-box testing. =650 \0$aBuilding envelopes. =650 \0$aHeat. =650 \0$aFire. =650 \0$aTemperature. =650 14$aHot-box testing. =650 24$aTime constants. =650 24$aBuilding envelopes. =650 24$aHeat flow. =650 24$aHeat capacity. =700 1\$aKosny, Jan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100795.htm =LDR 03055nab a2200505 i 4500 =001 JTE101030 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101030$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101030$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7871.65 =082 04$a621.381331$223 =100 1\$aWu, Y. C.,$eauthor. =245 10$aDynamic Characteristics of Different Aspect Ratios of Small Hydraulic Orifices Using a Pressure Square Wave Generator /$cY. C. Wu, P. S. Fan, T. T. Tsung. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThis study examines the dynamic characteristics of different aspect ratios (length/diameter, L/D) of small hydraulic orifices. A homemade pressure square wave generator (PSWG) was employed to excite inlet pressure square waves The responses of time-domain and frequency-domain were measured by piezoelectric pressure sensors and a Spectrum Analyzer. Experimental conditions: At a pressure of 2 MPa, frequency was adjusted by the frequency converter to 200 Hz, orifice diameters range from 0.5 to 2.0 mm and lengths are from 0.5 to 3 mm (aspect ratios from 0.25 to 6). In the wave form of the time-domain response, a square waveform at the inlet of the orifice becomes a triangular waveform after the hydraulic fluid flows through the orifice. The pressure-drop via the orifice results in a delay of pressure increase and decrease. Results show a considerable pressure decay of over 90 % on the large aspect ratio of small orifices. For characteristics of dynamic control, it is necessary to improve hydraulic technology to reach the high precision field. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTime-domain. =650 \0$aFrequency-domain. =650 \0$aDynamic characteristics. =650 \0$aCirculators, Wave-guide. =650 14$aPressure square wave generator. =650 24$aTime-domain. =650 24$aFrequency-domain. =650 24$aDynamic characteristics. =700 1\$aFan, P. S.,$eauthor. =700 1\$aTsung, T. T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101030.htm =LDR 03077nab a2200541 i 4500 =001 JTE101454 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101454$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101454$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBF463.U5 =082 04$a153.4$223 =100 1\$aLeyi, Ge.,$eauthor. =245 10$aNovel Uncertainty-Evaluation Method of Virtual Instrument Small Sample Size /$cGe. Leyi, Wang Zhongyu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aOwing to the complication of virtual instrument measurement process, the authors applied Guide to the expression of uncertainty in measurement to evaluate the final measurement-uncertainty. However there are three essential problems that should be solved first: establishing a measurement model, calculating all error sensitivity coefficients, and correlation-coefficient. In order to analyze all random errors of the virtual instrument (VI) measurement chain, in this paper the main structure of VI measurement systems was discussed first. To establish the model of VI small sample measurement, a radial basis function neural network was used, then, based on this model, all error sensitivity coefficients were calculated by some difference equations; to calculate all correlation-coefficient of these error sources, a special arithmetic based on grey system theory was used. In the end, according to a general measurement example, uncertainty-evaluation results of this new method and Monte Carlo method were consistent, and this new method was proved. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSmall sample. =650 \0$aGrey system theory. =650 \0$aRBF neural network. =650 \0$aVirtual instrument. =650 \0$aUncertainty-evaluation. =650 \0$aambiguity. =650 \0$aUncertainty. =650 14$aVirtual instrument. =650 24$aUncertainty-evaluation. =650 24$aSmall sample. =650 24$aRBF neural network. =650 24$aGrey system theory. =700 1\$aZhongyu, Wang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101454.htm =LDR 02934nab a2200541 i 4500 =001 JTE101193 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101193$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101193$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE391.G93 =082 04$a721.2$223 =100 1\$aGreenwell, Dale J.,$eauthor. =245 10$aComparing Moisture Meter Readings with Measured Equilibrium Moisture Content of Gypsum Board /$cDale J. Greenwell, Marc Y. Menetrez. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aMoisture meters routinely used in the field to determine the moisture content in gypsum wallboard are primarily designed and manufactured to measure the moisture content of wood. Often they are used to decide whether to replace wallboard by determining if moisture is qualitatively higher or lower than another location. Because the moisture meter is so widely used, it is necessary to establish methods to ensure their usefulness and dependability as an aid in wallboard moisture detection and remediation. A method was developed to create a series of gypsum wallboard moisture content reference standards by exposing wallboard sample sections to static moisture content levels. Gravimetric analysis revealed good accuracy and precision of the reference standards to their theoretical values. A moisture meter was then compared against these reference standards to determine the meter's accuracy and precision. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRemediation. =650 \0$aMoisture meter. =650 \0$aWater activity. =650 \0$aGypsum wallboard. =650 \0$aMoisture content. =650 \0$aGypsum. =650 14$aGypsum wallboard. =650 24$aMoisture meter. =650 24$aMoisture content. =650 24$aWater activity. =650 24$aRemediation. =650 24$aMold. =700 1\$aMenetrez, Marc Y.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101193.htm =LDR 03309nab a2200589 i 4500 =001 JTE100983 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100983$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100983$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC161 =082 04$a574.19/1$223 =100 1\$aMolleti, Suda,$eauthor. =245 10$aDevelopment of a New Test Method for Air Intrusion Quantification of Roofing Assemblies /$cSuda Molleti, Bas A. Baskaran, Steven Kee Ping Ko. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aIn North America, approximately one-fourth of low-slope buildings are roofed with a mechanically attached assembly (MAA) with a single-ply membrane. During wind suctions, the membrane can lift and billow. This creates localized suction under the membrane. If design provisions are not made to control the air intruison at the deck level, this suction pressure can draw the indoor conditioned air into the assembly. Two main factors influence the air intrusion: the air permeability of the components and shape or volume changes during the wind uplift. Available standard test procedures can quantify the former for roof materials. However, there is no widely accepted standard specification or test to address the air intrusion characteristics of roofing assemblies. Air leakage measurement techniques used for walls are also not applicable for roof assemblies due to the membrane shape and volume changes in the roof assembly. Research efforts are under way at the National Research Council of Canada to quantify the air intrusion rate of roof assemblies. This paper presents the details of the experimental setup, test procedure, and validation effort of this newly developed test method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWind. =650 \0$aAssemblies. =650 \0$aAir leakage. =650 \0$aTest method. =650 \0$aAir intrusion. =650 \0$aRoof components. =650 \0$aAir. =650 \0$aAtmosphere. =650 14$aRoof. =650 24$aRoof components. =650 24$aAssemblies. =650 24$aAir leakage. =650 24$aAir intrusion. =650 24$aTest method. =650 24$aWind. =700 1\$aBaskaran, Bas A.,$eauthor. =700 1\$aKo, Steven Kee Ping,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100983.htm =LDR 02681nab a2200529 i 4500 =001 JTE101415 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101415$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101415$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA355 =082 04$a620.2$223 =100 1\$aSchajer, Gary S.,$eauthor. =245 10$aSawblade Vibration Mode Shape Measurement Using ESPI /$cGary S. Schajer, Michael Steinzig. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aElectronic Speckle Pattern Interferometry (ESPI) is used to measure the vibration mode shapes of circular and bandsaws. A video camera views a vibrating sawblade that is illuminated by a laser light. The image within the camera is mixed with a reference light to create an interference pattern. The reference phase is stepped by 180 degrees using a piezoelectric actuator before measuring each successive image. Subtraction of the successive images gives a contour view of the vibration mode of the sawblade. The technique is noncontacting and displays vibration mode shapes in real-time. It has the advantage over the classical Chladni method because it avoids the need to spread a powder over the sawblade surface and because it can also identify low-frequency vibrations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aChladni. =650 \0$aSawblade. =650 \0$aMode shape. =650 \0$aSpeckle pattern. =650 \0$aVibration. =650 \0$aMechanics. =650 14$aESPI. =650 24$aSpeckle pattern. =650 24$aMode shape. =650 24$aSawblade. =650 24$aChladni. =700 1\$aSteinzig, Michael,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101415.htm =LDR 02796nab a2200553 i 4500 =001 JTE100108 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100108$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100108$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.4 =082 04$a620.11274$223 =100 1\$aMiki, Chitoshi,$eauthor. =245 10$aPerformance Evaluation Test of the Time-of-Flight Diffraction Technique for Welded Joints of Steel Bridges /$cChitoshi Miki, Kazuhiro Nishikawa, Hiromi Shirahata, Minoru Takahashi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aUltrasonic testing can be applied to welded joints of steel bridges following a revision of the Japanese Specifications for Highway Bridges. The time-of-flight diffraction (TOFD) technique and the pulse echo technique are possible testing methods. However, the efficiency of the TOFD technique for steel bridges has until now not been investigated completely. A round robin test project using testing systems of several different companies was organized by the Ministry of Construction for this purpose. The performance of each participant system was evaluated and applicability of the TOFD technique was investigated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWeld defect. =650 \0$aSteel bridge. =650 \0$aRound robin test. =650 \0$aNondestructive evaluation. =650 \0$aUltrasonic testing. =650 14$aNondestructive evaluation. =650 24$aUltrasonic testing. =650 24$aTime-of-flight diffraction. =650 24$aRound robin test. =650 24$aWeld defect. =650 24$aSteel bridge. =700 1\$aNishikawa, Kazuhiro,$eauthor. =700 1\$aShirahata, Hiromi,$eauthor. =700 1\$aTakahashi, Minoru,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100108.htm =LDR 02526nab a2200433 i 4500 =001 JTE101402 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101402$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101402$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA931 =082 04$a531/.382$223 =100 1\$aFett, T.,$eauthor. =245 10$aSimple Expressions for the Evaluation of Stresses in Sphere-Loaded Disks Under Biaxial Flexure /$cT. Fett, G. Rizzi, M. Esfehanian, R. Oberacker. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aIn testing ceramic materials, sphere-loaded disk tests are of increasing importance. Three different tests including one, four, and six spheres are addressed. For the first two tests, the maximum stress in the disk center was already studied in several papers. In this note, simple analytical relations for the distribution of the tangential stress will be given. The stress distribution in the center region is, for instance, necessary for the determination of effective surface and volume as used for Weibull statistics. For special applications also, stresses across larger distances from the center are desirable. As an example, strength tests on coarse-grained alumina are mentioned briefly which need a fracture mechanics evaluation for interpretation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrains and stresses. =700 1\$aRizzi, G.,$eauthor. =700 1\$aEsfehanian, M.,$eauthor. =700 1\$aOberacker, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101402.htm =LDR 03334nab a2200553 i 4500 =001 JTE100662 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100662$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100662$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.4 =082 04$a620.11274$223 =100 1\$aEdalati, K.,$eauthor. =245 10$aThickness Gaging of Thin Plates by Multi-Peak Frequency Decomposition of Lamb Wave Signals /$cK. Edalati, A. Edalati, A. Kermani. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aIn the present work ultrasonic Lamb wave testing has been applied for thickness gaging of thin aluminum plates with 2, 3, and 4-mm thickness. Angle probes operated in pulse-echo arrangement with 0.98 MHz central frequency and 7°, 12°, and 20° incident angles were utilized for investigations. High order modes (A1, S1, A2, and S2) were selected and evaluated for measurements and a fast Fourier transform was utilized for frequency decomposition. The variation with thickness and frequency of the phase velocity was the basis of measurement. Two methods were proposed for thickness gaging: (1) a probe with 6000-8000 m/s phase velocity and one or two other probes with higher than 10 000 m/s phase velocity were utilized simultaneously to inspect each test area and the peak frequency with the highest amplitude excited by each probe was evaluated, and (2) a single probe was utilized and all visible peak frequencies were evaluated. These methods overcome the limitations of the previous research, which applied a peak frequency shift method for corrosion monitoring of plates only for a known mode and known initial thickness and low thickness reductions. The second method is more practical and accurate and has potential for on-line automatic thickness gaging of rolled plates. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFrequency. =650 \0$aLamb wave. =650 \0$aThin plates. =650 \0$aThickness gaging. =650 \0$aFast Fourier transform. =650 \0$aLamb waves. =650 \0$aPlate waves. =650 14$aLamb wave. =650 24$aThin plates. =650 24$aThickness gaging. =650 24$aFrequency. =650 24$aFast Fourier transform. =700 1\$aEdalati, A.,$eauthor. =700 1\$aKermani, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100662.htm =LDR 02826nab a2200541 i 4500 =001 JTE11852 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11852$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11852$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455 =082 04$a624.15$223 =100 1\$aAydilek, AH.,$eauthor. =245 10$aDevelopment of an Innovative Computer-Controlled Water Deairing System for Hydraulic Testing of Geosynthetics /$cAH. Aydilek, ME. Kutay. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aUse of deaired water is essential in many hydraulic tests conducted on geosynthetics. This is because air bubbles present in tap water adversely affect the test results. Additionally, long-term flow should be maintained, which requires large quantities of deaired water. An innovative computer-controlled fully automated system was developed to provide this continuous supply of deaired water and the approach is presented in this paper. The system is composed of two water deairing tanks and a control unit (hardware and software). These units were constructed to take advantage of the most recent technology available in the area of instrumentation. The efficiency of the system was checked through gradient ratio tests conducted on various soil/geotextile combinations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAutomation. =650 \0$aHydraulic testing. =650 \0$aWater deairing system. =650 \0$aLong-term flow testing. =650 \0$aGeosynthetics. =650 \0$aSoil mechanics. =650 \0$aEngineering geology. =650 14$aWater deairing system. =650 24$aAutomation. =650 24$aGeosynthetics. =650 24$aHydraulic testing. =650 24$aLong-term flow testing. =700 1\$aKutay, ME.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11852.htm =LDR 03427nab a2200637 i 4500 =001 JTE11224 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11224$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11224$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE604 =082 04$a552/.06$223 =100 1\$aYoshimura, T.,$eauthor. =245 10$aThree-Dimensional Crack Detection Method for Structures Using Simulated Strain Gages and the Body Force Method /$cT. Yoshimura, T. Harada, H. Noguchi, T. Yoshimura. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aA method for estimating the stress field of an observed domain by considering the surface of a 3-dimensional object as a pseudo3-dimensional object has been proposed in a previous report by the present authors. In this method, some strain gages and the body force method are used. In this paper, the method is applied to crack detection in notched structures. A characteristic stress field attributable to the crack can be expected in the observed domain. Crack detection is then tried by showing the characteristic stress field. Detection of an ideal crack, which is a through crack or a quarter-circular crack on the hidden side, is studied using the finite-element method (FEM). Moreover, the stress fields are estimated using the present method from the FEM's stress values instead of actual stress values. In both a through crack and a quarter-circular hidden crack, the characteristic stress field can be shown; the characteristic stress field means that two stress concentrations exist along the notch. Finally, the application limits of the present method are shown. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNotch. =650 \0$aElasticity. =650 \0$aStrain gage. =650 \0$aCrack detection. =650 \0$aBody force method. =650 \0$aStress concentration. =650 \0$aExperimental mechanics. =650 \0$aFinite-element analysis. =650 \0$aRock deformation. =650 \0$aStrains and stresses. =650 14$aCrack detection. =650 24$aStrain gage. =650 24$aElasticity. =650 24$aBody force method. =650 24$aNotch. =650 24$aStress concentration. =650 24$aExperimental mechanics. =650 24$aFinite-element analysis. =700 1\$aHarada, T.,$eauthor. =700 1\$aNoguchi, H.,$eauthor. =700 1\$aYoshimura, T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11224.htm =LDR 02986nab a2200529 i 4500 =001 JTE11901 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11901$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11901$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK5103.15 =082 04$a621.36/92$223 =100 1\$aBanthia, N.,$eauthor. =245 10$aToughness Characterization of Fiber-Reinforced Concrete :$bWhich Standard to Use? /$cN. Banthia, S. Mindess. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThe major advantage of fiber-reinforced concrete (FRC) over its plain counterpart is in its improved energy absorption capability, or 'toughness.' There are currently several standard test methods available to characterize the toughness of fiber-reinforced concrete, but little is known of the relationship between the toughness results they produce for a given fiber-reinforced concrete. An attempt is made here to compare the results produced by three of these techniques: ASTM C 1018, ASTM C 1399, and JSCE SF-4 for the same concrete and to assess the subjectivity encountered in toughness characterization. It was found that there is no firm and reliable correlation between these three procedures; they would rank different FRCs differently. Only a weak correlation exists between the toughness parameters generated by the C 1399 and the SF-4 standards, and the correlation is highly dependent on the fiber type. The ASTM C 1018 procedure is the least reliable of all and produces Toughness Indices and RM,N values that are very difficult to interpret. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTesting. =650 \0$aConcrete. =650 \0$aStandards. =650 \0$aToughness. =650 \0$aFiber replacement. =650 \0$aFiber optics. =650 14$aConcrete. =650 24$aFiber replacement. =650 24$aTesting. =650 24$aToughness. =650 24$aStandards. =700 1\$aMindess, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11901.htm =LDR 03449nab a2200541 i 4500 =001 JTE11965 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11965$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11965$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aEmbree, TL.,$eauthor. =245 10$aEvaluation of the Uniaxiality of the Stress State in C-Ring Fracture Strength Specimens /$cTL. Embree, AE. Segall. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aTo develop guidelines for using C-ring specimens for evaluating the fracture strength of ceramics in tubular form, a series of finite-element analysis (FEA) calculations was performed. These calculations focused on the ranges of specimen dimensions and loading distributions required to maintain a uniaxial stress state within the C-ring specimen under diametral loading. Results of the FEA calculations indicated that the degree of uniaxiality of the C-ring stress state could be described completely by a combination of the width-to-thickness ratio (b/t) and the inner radius-to-outer radius ratio (ri/ro). It was also found that a reasonably wide range of geometries can be used with accuracy to extract fracture strength design data, provided b/t does not get too large or ri/ro too low. Given the potential statistical distribution of flaws in most ceramics, there is also cause for concern when b/t -> 0 or ri/ro -> 1 as this implies a small sample of flaws in the critical tensile stress region. Calculations also indicated that the uniaxiality of the C-ring stress state followed the expected 1/v dependence so that the behaviors of different materials can be surmised easily from the current results calculated for v = 0.155. As expected, and in contrast to O-ring specimens, the loading distribution between the C-ring surface and platum do not seem to have any effect on the stress state. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aC-ring. =650 \0$aUniaxiality. =650 \0$aFracture strength. =650 \0$aDimensional guidelines. =650 \0$aFinite-element analysis. =650 \0$afinite element analysis. =650 \0$aStructural analysis (Engineering) =650 14$aC-ring. =650 24$aFracture strength. =650 24$aUniaxiality. =650 24$aDimensional guidelines. =650 24$aFinite-element analysis. =700 1\$aSegall, AE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11965.htm =LDR 02808nab a2200505 i 4500 =001 JTE11924 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11924$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11924$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA441 =082 04$a625.8$223 =100 1\$aMcAffee, RP.,$eauthor. =245 10$aGeotechnical Properties of Compressible Materials Used for Induced Trench Construction /$cRP. McAffee, AJ. Valsangkar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aResults of a testing program to measure the compressibility and shear strength parameters of compressible fill materials commonly used for induced trench construction are presented. The geotechnical properties of sawdust, wood chips, and hay have been determined. A large-scale consolidometer and direct shear testing apparatus were used to perform the tests. To resolve strain compatibility issues, the mobilized friction angle corresponding to an appropriate shear displacement value is reported. The experimental results are compared to geotechnical properties of several other compressible materials reported in the literature that also have been used in induced trench applications. The results presented in this paper can be used to perform numerical modeling of induced trenches where these compressible materials are commonly used. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInduced trench. =650 \0$aStrain compatibility. =650 \0$aCompressible material. =650 \0$aMobilized friction angle. =650 \0$aGeotechnical properties. =650 14$aCompressible material. =650 24$aInduced trench. =650 24$aMobilized friction angle. =650 24$aStrain compatibility. =700 1\$aValsangkar, AJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11924.htm =LDR 03418nab a2200649 i 4500 =001 JTE11755 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11755$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11755$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTR267 =082 04$a775$223 =100 1\$aPark, CK.,$eauthor. =245 10$aQuantitative Fabric Drape Evaluation System Using Image Processing Technology (Part 1 :$bMeasurement System and Geometric Model) /$cCK. Park, S. Kim, WR. Yu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aA quantitative fabric drape evaluation system that uses image processing technology and simple instruments has been developed. The purpose of this research is to obtain detailed quantitative information on fabric drapability from digital images captured with a commercial digital camera (or a scanner). A two-dimensional geometric drape model transformed from a drape shadow image was defined with shape parameters such as the number of nodes, the position of the nodes, and their frequency and amplitude. Statistical information including maximum, average, and variance of drape shape parameters can be obtained by using frequency analysis, as well as drape coefficients. A three-dimensional drape shape can be regenerated from its captured two-dimensional drape images with a three-dimensional simulator. The hardware required to capture drape images consists of a digital USB camera, a frame cover, and a stand to attach the camera to a traditional Cusick type drape tester. All evaluation softwares are coded with Microsoft Visual C++ and operated under Microsoft Windows 9x or above. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDrape. =650 \0$aFabric. =650 \0$aTextile. =650 \0$aDrapability. =650 \0$aDigital image. =650 \0$aImage analysis. =650 \0$aGeometric model. =650 \0$aShape parameter. =650 \0$aQuantitative evaluation. =650 \0$aImage processing$xDigital techniques. =650 \0$aPhotography$xDigital techniques. =650 14$aDrape. =650 24$aDrapability. =650 24$aImage analysis. =650 24$aShape parameter. =650 24$aDigital image. =650 24$aGeometric model. =650 24$aQuantitative evaluation. =650 24$aTextile. =650 24$aFabric. =700 1\$aKim, S.,$eauthor. =700 1\$aYu, WR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11755.htm =LDR 02638nab a2200553 i 4500 =001 JTE11404 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11404$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11404$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE211 =082 04$a625.732$223 =100 1\$aKrishnaiah, S.,$eauthor. =245 12$aA Device for Determination of Thermal Properties of Soil /$cS. Krishnaiah, DN. Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b35 =520 3\$aThis paper deals with the details of a device we call the thermal property detector, THERMODET, which can be used for easily determining soil thermal properties such as thermal resistivity, diffusivity, and specific heat in the laboratory. Details of the fabrication of the device, its working methodology, and analysis of the results are presented in the paper. To demonstrate the efficiency of the device, studies have been conducted on soils with totally different properties such as clay, silty soil, and sand. It was determined that THERMODET works quite efficiently and is a reliable device for determining soil thermal properties. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSilty soil. =650 \0$aSpecific heat. =650 \0$aThermal diffusivity. =650 \0$aThermal resistivity. =650 \0$aSilty sands. =650 \0$asands. =650 14$aClay. =650 24$aSilty soil. =650 24$aSand. =650 24$aThermal diffusivity. =650 24$aThermal resistivity. =650 24$aSpecific heat. =650 24$aSoil thermal property detector. =700 1\$aSingh, DN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11404.htm =LDR 03068nab a2200553 i 4500 =001 JTE11308 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11308$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11308$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA775 =082 04$a624.15$223 =100 1\$aZhang, J.,$eauthor. =245 10$aParametric Study on Cement Grout and Aggregate Media for Preplaced Aggregate Grouting /$cJ. Zhang, S. Swaddiwudhipong, SL. Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aExperimental programs were designed carefully and appropriate testing materials were selected for the parametric study on the flow of cement grout through aggregate media during the preplaced aggregate grouting process in concrete construction. Experimental investigations include the testing and evaluation of the viscosity of cement grout, the intrinsic permeability coefficient, and the porosity of the aggregate media. The time dependency and shear history dependency of the rheological properties of the cement grout are incorporated in the viscosity tests so as to be able to simulate more accurately the grouting process. The average shear rate of the flow is estimated from the flow velocity by determining the average nominal radius of the imaginary flow channel from the permeability testing. The resulting parameters include the yield stress and plastic viscosity of the cement grout and their time dependency, intrinsic permeability and porosity of the aggregate media, and the average nominal radius of the imaginary flow channel. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPorosity. =650 \0$aRheology. =650 \0$aViscosity. =650 \0$aCement grout. =650 \0$aPermeability. =650 \0$aFoundations. =650 14$aPermeability. =650 24$aRheology. =650 24$aViscosity. =650 24$aPorosity. =650 24$aCement grout. =650 24$aPreplaced aggregate grouting. =700 1\$aSwaddiwudhipong, S.,$eauthor. =700 1\$aLee, SL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11308.htm =LDR 02862nab a2200565 i 4500 =001 JTE11382 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11382$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11382$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS627.P55 =082 04$a631.4/52$223 =100 1\$aRajeev, KP.,$eauthor. =245 10$aInstrumentation and Testing Methodology for Detecting Chloride Contaminants in Soils /$cKP. Rajeev, DN. Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aContamination of subsurface soil attributable to indiscriminate land disposal of various industrial wastes is becoming a challenging problem. To counter this, engineered containment and barrier systems are used. However, to evaluate the performance of these systems, continuous monitoring to detect the presence of contaminants is essential. This necessitates development of a contaminant detector that would be useful for detecting contaminants in the soil mass in their Cl- form. With this in view, a soil contaminant detector has been developed and its testing methodology is presented in this paper. The measurements from the detector are compared with those of the argentometric method. An excellent agreement between the two results indicates efficient functioning of the soil contaminant detector. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSoils. =650 \0$aDetection. =650 \0$aContaminants. =650 \0$aInstrumentation. =650 \0$aTesting methodology. =650 \0$aArgentometric method. =650 \0$aSoil. =650 14$aContaminants. =650 24$aDetection. =650 24$aSoils. =650 24$aInstrumentation. =650 24$aSoil contaminant detector. =650 24$aTesting methodology. =650 24$aArgentometric method. =700 1\$aSingh, DN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11382.htm =LDR 02963nab a2200541 i 4500 =001 JTE11383 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11383$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11383$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA331 =082 04$a515.7$223 =100 1\$aIsmaeel, A.,$eauthor. =245 10$aTime-Constrained Scheduling and Module Allocation for On-Line Testability in Pipelined Data Paths /$cA. Ismaeel, R. Mathew. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThis paper presents an on-line testable-pipelined data path synthesis with the goal of minimizing testing time. An independent time-constrained scheduling with a module allocation algorithm for a pipelined data path is proposed. The algorithm takes any behavioral description represented as a data flow graph as input and generates a pipelined data path. The pipelined data path is composed of resources such as modules, registers, and multiplexers. Our on-line testing methodology applies to modules where multi type operations are assigned. The test is performed on each type of operation assigned to a module. The testing time is reduced by minimizing the overall number of types of operations assigned to modules. Thus, the objective is to minimize the overall number of types of operations assigned to all modules by performing pipelined data path synthesis. Experimental results confirm there can be some improvement in minimizing the overall number of types of operations assigned to all modules. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModules. =650 \0$aData path. =650 \0$aSynthesis. =650 \0$aAllocation. =650 \0$aScheduling. =650 \0$aOn-line testing. =650 14$aAllocation. =650 24$aScheduling. =650 24$aData path. =650 24$aSynthesis. =650 24$aOn-line testing. =650 24$aModules. =700 1\$aMathew, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11383.htm =LDR 03121nab a2200565 i 4500 =001 JTE11584 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11584$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11584$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aVlassis, AG.,$eauthor. =245 10$aExperimental Evaluation of Longitudinal Seismic Performance of Bridge Restrainers at In-Span Hinges /$cAG. Vlassis, E. Maragakis, M. Saiidi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aA specimen consisting of two box girder reinforced concrete blocks representing the adjacent spans of a reference bridge at an in-span hinge was constructed and tested under incrementally increasing input excitation to investigate the impact between adjacent bridge spans at in-span hinges, to evaluate the efficacy of restrainers in reducing relative displacements across the hinges, and to examine the effects of restrainer stiffness and gap on the response of the hinge-restrainer system. Cable restrainers were used to connect the two blocks, the number and gap of which were varied during the experiments. The experimental results indicated that impacts between the adjacent frames produce acceleration levels significantly higher than what is typically assumed in design. In all the restrained system cases, restrainers were capable of reducing hinge relative displacements and preventing span unseating. However, restrainer yielding occurred under strong input motions, especially when the restrainer gap was set to zero. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImpact. =650 \0$aBridges. =650 \0$aRestrainers. =650 \0$aIn-span hinges. =650 \0$aSpan unseating. =650 \0$aFinite-element analysis. =650 \0$aFinite element method. =650 14$aRestrainers. =650 24$aIn-span hinges. =650 24$aImpact. =650 24$aFinite-element analysis. =650 24$aSpan unseating. =650 24$aBridges. =700 1\$aMaragakis, E.,$eauthor. =700 1\$aSaiidi, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11584.htm =LDR 02717nab a2200517 i 4500 =001 JTE10577J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10577J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10577J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK2798 =082 04$a621.31373$223 =100 1\$aSuga, S.,$eauthor. =245 10$aDevelopment of Light- and Water-Exposure Apparatus /$cS. Suga. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aSeveral developments designed to solve the problems found in the operation of light- and water-exposure apparatus of enclosed carbon arc type, open flame carbon arc type, and xenon arc type are described. The life of carbon rods was lengthened from 20 to 48 h in an enclosed carbon arc lamp and from 20 to 60 h in an open flame carbon arc lamp. In a xenon lamp the rate of the decrease in radiation output was reduced, doubling the life of the lamp. An automatic system for light intensity control in a xenon arc maintained a constant level of intensity throughout the test period, and an automatic system for black-panel temperature control made it possible to minimize the variation of temperature to within ±1°C. These developments increase the usefulness in operational procedure and improve the reproducibility of the test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aXenon. =650 \0$aCarbon arcs. =650 \0$aLight exposure. =650 \0$aElectric arcs. =650 \0$aElectric current rectifiers. =650 \0$aElectric equipment. =650 14$aSpectral energy distribution. =650 24$aCarbon arcs. =650 24$aXenon. =650 24$aElectric arcs. =650 24$aLight exposure. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10577J.htm =LDR 03214nab a2200649 i 4500 =001 JTE10576J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10576J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10576J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.72 =082 04$a620.1/1292$223 =100 1\$aSyamala Rao, BC.,$eauthor. =245 10$aStudies on the Characteristics of Erosion with Plain Jets and Jets with Cavitation Inducers /$cBC. Syamala Rao, KS. Janakiram. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aExperimental investigations made on the characteristics of erosion resulting from the impingement of liquid jets is reported. Experiments were conducted for several plain jets of 4- to 12-mm diameter and jets with cavitation inducers of four diameter ratios in a velocity range of 5 to 45 m/s. A detailed dimensional analysis of the several parameters governing liquid impingement erosion is presented. The erosion rate-time curves for impingement by jets with cavitation inducers did not show the incubation and accumulation zones significantly. The normalized erosion rate increased with jet velocity and approached a constant value at higher jet velocities. The erosion rate decreased rapidly and then remained approximately constant with an increase in caviation number. The erosion rate increased faster with frequency of impingement than with increase in jet velocity. A maximum value in peak erosion rate occurred around angles of impingement of 25 to 40 deg. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNozzle. =650 \0$aErosion. =650 \0$aInducer. =650 \0$aFrequency. =650 \0$aCavitation. =650 \0$aDrop tests. =650 \0$aImpact tests. =650 \0$aCavitation jets. =650 \0$aCharacteristics. =650 \0$aErosion testing. =650 \0$aErosions. =650 \0$aMaterials$xTesting. =650 14$aErosion. =650 24$aCavitation. =650 24$aImpact tests. =650 24$aDrop tests. =650 24$aCharacteristics. =650 24$aCavitation jets. =650 24$aInducer. =650 24$aNozzle. =650 24$aFrequency. =700 1\$aJanakiram, KS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10576J.htm =LDR 02440nab a2200541 i 4500 =001 JTE10581J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10581J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10581J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126$223 =100 1\$aWood, WE.,$eauthor. =245 12$aA Composite Grip Design for Elimination of Extraneous Noise During Acoustic Emission Testing /$cWE. Wood, DD. Dilipkumar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA major problem in acoustic emission analysis during dynamic loading is the noise generated by the test system itself. A composite grip assembly, designed on the principle of rapid attenuation of sound waves when they pass through multiple interfaces, can reduce the background noise by almost two orders of magnitude. This allows a maximum amount of information to be obtained through acoustic emission analysis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAcoustics. =650 \0$aComposite grips. =650 \0$aNoise reduction. =650 \0$aBackground noise. =650 \0$aFracture toughness. =650 \0$aFracture mechanism. =650 \0$aToughness. =650 14$aAcoustics. =650 24$aBackground noise. =650 24$aNoise reduction. =650 24$aComposite grips. =650 24$aFracture toughness testing. =700 1\$aDilipkumar, DD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10581J.htm =LDR 02664nab a2200553 i 4500 =001 JTE10579J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10579J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10579J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a624.1/8$223 =100 1\$aSutton, SA.,$eauthor. =245 10$aFracture Toughness of Stretched Acrylic Plastic /$cSA. Sutton. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThis paper presents the method and results of a parametric study of instability toughness, as measured by the plane-strain KIc and plane-stress Kc fracture toughness of a multiaxially stretched acrylic plastic. A large number of computer-controlled tests were conducted with the compact tension specimen under high compliance loading/load control. These tests reveal the significant effects on Kc and KIc of a wide range of loading rates, specimen thicknesses, and specimen geometry. A direct and immediate application of the results is the recommendation of a new fracture toughness acceptance test for these materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aToughness. =650 \0$aAcrylic resins. =650 \0$aFracture strength. =650 \0$aStretched acrylic. =650 \0$aMaterials specifications. =650 \0$aMechanical properties. =650 \0$aComposites. =650 \0$aComposite materials$xMechanical properties. =650 14$aMechanical properties. =650 24$aFracture strength. =650 24$aToughness. =650 24$aAcrylic resins. =650 24$aMaterials specifications. =650 24$aStretched acrylic. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10579J.htm =LDR 03339nab a2200613 i 4500 =001 JTE10575J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10575J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10575J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.52 =082 04$a620.1/121$223 =100 1\$aJordan, EH.,$eauthor. =245 10$aStress Analysis from Temperature Data /$cEH. Jordan, BI. Sandor. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aA measurement system for monitoring temperature change during mechanical deformation is described. The system is based on thermocouples welded directly to the specimen and is capable of distinguishing temperatures smaller than 0.1°C with a response time less than 0.01 s. An equation to relate temperature change to mechanical variables is stated and experimentally verified. The scalar quantity temperature can be used in stress analysis to determine other scalar quantities related to stress or both stress and plastic strain. Three methods are proposed for analyzing temperature data. The methods are discussed in terms of the basic equation and are experimentally verified. A key element in these methods is the use of rapid loading and rapid data collection that results in data not appreciably altered by heat conduction. Collectively these methods can be used to detect plastic strains as small as 0.0003 m/m in mild steel, to determine magnitudes of specific plastic work, and to determine pressure for elastic deformation. This paper discusses the theoretical and experimental foundations for techniques potentially useful to the study of notched members. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrains. =650 \0$aHysteresis. =650 \0$aStress analysis. =650 \0$aElastic deformation. =650 \0$aInelastic deformation. =650 \0$aTemperature measurement. =650 \0$aThermoelasticity. =650 \0$aPlastic strain. =650 \0$aPlastic work. =650 14$aStress analysis. =650 24$aStrains. =650 24$aTemperature measurement. =650 24$aElastic deformation. =650 24$aInelastic deformation. =650 24$aHysteresis. =650 24$aPlastic strain. =650 24$aPlastic work. =650 24$aThermoelasticity. =700 1\$aSandor, BI.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10575J.htm =LDR 02815nab a2200613 i 4500 =001 JTE10580J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10580J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10580J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC665.E4 =082 04$a537$223 =100 1\$aIshai, O.,$eauthor. =245 14$aThe "Instantaneous" Effect of Internal Moisture Conditions on the Strength of Glass-Fiber-Reinforced Plastics /$cO. Ishai, U. Arnon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aGlass-fiber-reinforced laminates composed of two different commercial epoxy resin matrix formulations, a "medium-temperature" system and a "high-temperature" system, were tested in tension after immersion in hot water. Tests were carried out both in the "as-is" wet condition and after drying. The internal moisture condition was found to have a significant effect on the tensile strength. Dried specimens of the medium-temperature resin were stronger than their wet counterparts. The reverse was the case with specimens based on the high-temperature resin. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLaminates. =650 \0$aEpoxy resin. =650 \0$aFiber composites. =650 \0$aTensile strength. =650 \0$aInternal moisture. =650 \0$aComposite materials. =650 \0$aHot water immersion. =650 \0$aAnisotropy. =650 \0$aComposite material$xproperties. =650 \0$aTension testing. =650 14$aComposite materials. =650 24$aFiber composites. =650 24$aTensile strength. =650 24$aInternal moisture. =650 24$aGlass-fiber-reinforced plastics. =650 24$aEpoxy resin. =650 24$aLaminates. =650 24$aHot water immersion. =700 1\$aArnon, U.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10580J.htm =LDR 02643nab a2200637 i 4500 =001 JTE10578J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10578J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10578J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR857.M3 =082 04$a610.28$223 =100 1\$aMai, YW.,$eauthor. =245 10$aFracture Toughness Evaluation of Polymers with Surface-Crack Specimens /$cYW. Mai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aThe use of surface-crack specimens subjected to tension and bending loads for the fracture toughness evaluation of two typical polymers, polypropylene and polystyrene, is described. Experimental results are discussed with particular reference to various correction factors such as slow growth, finite width, back face, crazing, and yielding. Fracture toughness values are also given for two grades of polystyrene of different molecular weights in the temperature range -160 to +40°C. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCracks. =650 \0$aBending. =650 \0$aCrazing. =650 \0$aTension. =650 \0$aPolymers. =650 \0$aYielding. =650 \0$aCraze growth. =650 \0$aCrack propagation. =650 \0$aFracture properties. =650 \0$aPolymeric. =650 \0$aAbsorbable polymers. =650 \0$aBioabsorbable Polymers. =650 14$aFracture properties. =650 24$aPolymers. =650 24$aCracks. =650 24$aCraze growth. =650 24$aBending. =650 24$aTension. =650 24$aYielding. =650 24$aCrazing. =650 24$aCrack propagation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10578J.htm =LDR 03732nab a2200505 i 4500 =001 JTE11951J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11951J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11951J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC176.8.M5 =082 04$a620.1/1892$223 =100 1\$aMeyers, DE.,$eauthor. =245 10$aOptimization of Test Parameters for Quantitative Stress Measurements Using the Miniaturized Disk-Bend Test /$cDE. Meyers, FC. Chen, J. Zhang, AJ. Ardell. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aA recently-developed miniaturized disk-bend test (MDBT) has been successfully used to evaluate the mechanical properties of a variety of materials, using specimens 3 mm in diameter. The load is applied either by a solid ball (the ball-on-ring (BOR) mode), or by a hollow cylinder (the ring-on-ring (ROR) mode). We have reproduced the yield stresses of ordered intermetallic compounds and the fracture toughnesses of several ceramics using analytical solutions to the equations of elasticity theory. Despite this success there are several curious features involved in the analysis of data, for example, in previous tests conducted in the BOR mode correct values of the yield stress were obtained using the equations appropriate to clamped specimens, whether or not they were actually clamped in the test fixture. We show that this is ubiquitous to tests in the BOR mode, and does not arise because of frictional constraints at the supporting ring. We have also completed a thorough evaluation of testing in the ROR mode, in which the yield stresses of cold-rolled or annealed AISI type 302 stainless steel were measured using various combinations of specimen thickness and radii of the loading and supporting rings, and compared to those of tensile specimens machined from the same material. The most accurate and reproducible measurements of the yield strength were obtained for specific combinations of specimen thickness and geometry of the apparatus. We describe these conditions and demonstrate that they provide values that are always within 10% of the tensile results. The errors induced by potential misalignments in the MDBT are also discussed, and are shown to cause no more than a 5% deviation in the measured yield stress. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aYield stress. =650 \0$aMechanical properties. =650 \0$aMicromechanics. =650 \0$aSolid state physics. =650 14$aMiniaturized disk-bend test (MDBT) =650 24$aYield stress. =650 24$aMechanical properties. =700 1\$aChen, FC.,$eauthor. =700 1\$aZhang, J.,$eauthor. =700 1\$aArdell, AJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11951J.htm =LDR 02899nab a2200553 i 4500 =001 JTE11954J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11954J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11954J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aHearn, G.,$eauthor. =245 10$aResonance Monitoring of Building Assemblies for Durability Tests /$cG. Hearn, RB. Testa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aResonance monitoring is an established method for detecting deterioration in materials in accelerated aging tests Current ASTM practice monitors a single resonance. If more than one resonance is monitored it becomes possible to distinguish localized deterioration from general deterioration, to identify the specific locations of deterioration, and to recognize anticipated deterioration events. Data on location of deterioration is important in durability tests for assemblies where a distinction between materials failures and failures due to stress concentration is needed. Relations for the interpretation of changes in resonance as location of deterioration are developed. A laboratory study of condition monitoring by resonance in fatigue loading of a welded steel frame is reviewed. A potential application for resonance monitoring in building assemblies is outlined. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDurability. =650 \0$aDamage location. =650 \0$aDamage detection. =650 \0$aResonance testing. =650 \0$aBuilding assemblies. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aDurability. =650 24$aResonance testing. =650 24$aBuilding assemblies. =650 24$aDamage detection. =650 24$aDamage location. =700 1\$aTesta, RB.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11954J.htm =LDR 02673nab a2200553 i 4500 =001 JTE11953J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11953J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11953J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aSivakumar, K.,$eauthor. =245 12$aA Novel Method for Imaging the Damage Pattern in Laminated Plastic Materials Subjected to Ballistic Impact /$cK. Sivakumar, YV. Ramakrishna, K. Ramanjaneyulu, T. Balakrishna Bhat. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA new method for assessing the damage in laminated composites upon ballistic impact has been suggested. The proposed method, called infiltration radiography, consists of impregnating a semisolid lubricant mixed with fine metallic powder deep into the damage caused by bullets. The effect of metal content on the quality of image has been studied to determine the minimum required amount of metal powder. The influence of radiographic parameters such as voltage, current, and exposure time has also been studied. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aArmor. =650 \0$aPenetration. =650 \0$aImage intensity. =650 \0$aSemisolid lubricant. =650 \0$acomposite material. =650 \0$aComposites. =650 14$aArmor. =650 24$aPenetration. =650 24$aInfiltration radiography of composite materials. =650 24$aSemisolid lubricant. =650 24$aImage intensity. =700 1\$aRamakrishna, YV.,$eauthor. =700 1\$aRamanjaneyulu, K.,$eauthor. =700 1\$aBalakrishna Bhat, T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11953J.htm =LDR 02632nab a2200625 i 4500 =001 JTE11947J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11947J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11947J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aAzimi, HR.,$eauthor. =245 10$aFatigue Crack Initiation in Nonferrous Materials :$bA Model Assessment /$cHR. Azimi, GA. Miller. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aElastic stress concentration (Ktd approach), fracture mechanics, and local strain approaches were evaluated for predicting fatigue crack initiation for a 2024-T3 aluminum alloy, commeretally pure copper. 70-30 brass, and Cu-Be alloy 25 Blunt (keyhole) and sharp (V-notched) compact tension specimens were subjected to cyclic loading in ambient laboratory air to produce crack initiation in the range 104 to 106 cycles. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aAluminum. =650 \0$aInitiation. =650 \0$aCopper alloys. =650 \0$aCyclic loading. =650 \0$aLow-cycle fatigue. =650 \0$aNonferrous materials. =650 \0$aFatigue crack initiation. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aNonferrous materials. =650 24$aFatigue crack initiation. =650 24$aInitiation. =650 24$aFatigue. =650 24$aLow-cycle fatigue. =650 24$aCyclic loading. =650 24$aAluminum. =650 24$aCopper alloys. =700 1\$aMiller, GA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11947J.htm =LDR 04122nab a2200493 i 4500 =001 JTE11948J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11948J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11948J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aKirk, MT.,$eauthor. =245 10$aJ and CTOD Estimation Equations for Shallow Cracks in Single Edge Notch Bend Specimens /$cMT. Kirk, RH. Dodds. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aFracture toughness values determined using shallow cracked single edge notch bend.SE(B), specimens of structural thickness are useful for structural integrity assessments.However, testing standards have not yet incorporated formulas that permit evaluation of J and CTOD for shallow cracks from experimentally measured quantities (i.e., load, crack mouth opening displacement (CMOD), and load line displacement (LLD)) Results from two-dimensional plane strain finite element analyses are used to develop J and CTOD estimation strategies appropriate for application to both shallow and deep crack SE(B) specimens.Crack depth to specimen width (a/W) ratios between 0.05 and 0.70 are modeled using Ramberg-Osgood strain hardening exponents (n) between 4 and 50.The estimation formulas divide J and CTOD into small scale yielding (SSY) and large scale yielding (LSY) components.For each case, the SSY component is determined by the linear elastic stress intensity factor.Kf.The formulas differ in evaluation of the LSY component.The techniques considered include: estimating J or CTOD from plastic work based on load line displacement (Apl?CMOD), from the area under a load versus plastic crack mouth opening displacement diagram (Apl?CMOD), and from the plastic component of crack mouth opening displacement (CMODpl) Apl?CMOD provides the most accurate J estimation possible.The finite element results for all conditions investigated fall within 9% of the following formula.JK2(1?v2)F+?J?CBbApl?CMOD where ?J?C3.785?3.101aW+2.018(aW)2 The insensitivity of ?J?C to strain hardening permits J estimation for any material with equal accuracy.Further, estimating J from CMOD rather than LLD eliminates the need to measure LLD, thus simphfying the test procedure.Alternate estimates of J and CTOD from measured plastic areas have equivalent accuracy to this formula; however, the ? coefficients in these equations depend on the strain hardening coefficient.CTOD estimates based on scalar proportionality of CTODlsy, and CMODpl, such as that used in ASTM E 1290, Test Method for Crack-Tip Opening Displacement (CTOD) Fracture Toughness Measurement, are highly inaccurate especially for materials with considerable strain hardening. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSE(B) specimen. =650 \0$afinite element analysis. =650 \0$aStructural analysis (Engineering) =650 14$aFracture toughness testing. =650 24$aJ. =650 24$aCTOD. =650 24$aSE(B) specimen. =650 24$aFinite element analysis. =700 1\$aDodds, RH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11948J.htm =LDR 02504nab a2200529 i 4500 =001 JTE11957J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11957J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11957J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1185 =082 04$a671.5/3$223 =100 1\$aLennon, TP.,$eauthor. =245 12$aA Cutting Apparatus to Aid in the Preparation of Ring Specimens for Tensile Testing of Latex Condoms and Other Thin Elastic Films /$cTP. Lennon, V. Srisamang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA new cutting device has been developed for preparing condom ring specimens for tensile testing. The cutting apparatus requires minimal training and produces a consistent specimen. The device, consisting of a die with replaceable blades and a ?g for holding the condom, was designed to be mounted on a conventional high-precision lever press. The underlying principles used in the design of this apparatus may be adapted to improve reliability and quality cutting of any thin elastic material that is difficult to handle. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLatex. =650 \0$aCondom. =650 \0$aCutting device. =650 \0$aTensile testing. =650 \0$amachining. =650 \0$acutting. =650 \0$aManufacturing processes. =650 14$aCondom. =650 24$aCutting device. =650 24$aTensile testing. =650 24$aLatex. =700 1\$aSrisamang, V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11957J.htm =LDR 02422nab a2200505 i 4500 =001 JTE11956J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11956J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11956J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC318.M3 =082 04$a531/.1137$223 =100 1\$aDouglas, JS.,$eauthor. =245 13$aAn Improved Moisture Permeability Measurement Method /$cJS. Douglas, TH. Kuehn, JW. Ramsey. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThis paper describes the development of a new method for measuring water vapor transport through common building materials. The method represents an improvement in flexibility over the standard ASTM cup methods in terms of allowing inothermal and nonisothermal testing. The method also accounts for convective boundary layers on both sides of the test material. This paper contains preliminary test results using gypsum board materials. Future testing will attempt to gain transport data for these and other materials under likely operating environments. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMoisture. =650 \0$aMeasurement. =650 \0$amass transfer. =650 \0$aDiffusion. =650 14$aDiffusion. =650 24$aMeasurement. =650 24$aMoisture. =650 24$aMass transfer. =700 1\$aKuehn, TH.,$eauthor. =700 1\$aRamsey, JW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11956J.htm =LDR 02976nab a2200553 i 4500 =001 JTE11952J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11952J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11952J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP968 =082 04$a668.3$223 =100 1\$aKnaebe, M.,$eauthor. =245 10$aDetermining Paint Adhesion to Wood Using a Uniform Double-Cantilever Beam Technique /$cM. Knaebe, RS. Williams. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aAccurately predicting paint adhesion without the lengthy time required for typical exposure and evaluation is advantageous. Mechanical tests that use shear block, lap shear, or tensile specimens to measure paint adhesion result in large data variability, making it difficult to differentiate subtle changes in adhesive strength. The objective of this study was to decrease the variability of measured paint adhesion in fracture toughness tests. Preliminary and computer-aided experiments were conducted using uniform double-cantilever beam (UDCB) and shear block specimens. The coefficient of variation (COV) for the shear block tests was about 15%. The UDCB specimens cut from the same panels as the shear block specimens had a COV of 10%. Computer-aided tests of UDCB specimens gave a COV of less than 5%. Results show that using UDCB specimens with the aid of a computer is an excellent technique for determining paint adhesion to wood. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPaint. =650 \0$aAdhesion. =650 \0$aBond strength. =650 \0$aAdhesive strength. =650 \0$aFracture toughness. =650 \0$aAdhesives. =650 \0$aJoints (Engineering) =650 14$aPaint. =650 24$aUniform double-cantilever beam (UDCB) =650 24$aFracture toughness. =650 24$aAdhesion. =650 24$aAdhesive strength. =650 24$aBond strength. =700 1\$aWilliams, RS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11952J.htm =LDR 02637nab a2200481 i 4500 =001 JTE11959J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11959J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11959J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1/7765$223 =100 1\$aBlackketter, DM.,$eauthor. =245 10$aAccurate and Precise Fabrication of Iosipescu Shear Test Specimens /$cDM. Blackketter, EM. Odom. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThe experimental measurement of the shear modulus and shear strength has been of special interest to the materials and composites community for a number years. In recent years, the Iosipescu shear test method has become popular and widely used. The most widely used test fixture is the Modified Wyoming test fixture which requires a specific and accurately fabricated specimen. To date, the methodology to fabricate and inspect these specimens has been left to the discretion of the individual investigators. This technical note presents a suggested methodology for the accurate and precise fabrication of Iosipescu shear test specimens. Dimensional data and the associated error from specimens fabricated are presented as verification of the methodology. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aExperimental methods. =650 \0$aIosipescu shear test. =650 \0$aFabrication of specimens. =650 \0$aShear (Mechanics) =650 14$aIosipescu shear test. =650 24$aFabrication of specimens. =650 24$aExperimental methods. =700 1\$aOdom, EM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11959J.htm =LDR 02803nab a2200529 i 4500 =001 JTE11949J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11949J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11949J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ930 =082 04$a621.8/672$223 =100 1\$aRomilly, DP.,$eauthor. =245 10$aInitiation and Stable Crack Growth Behavior of API X70 Steel at Low Temperatures (25°C >= T >= -95°C) /$cDP. Romilly. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aSmall-scale tests employing single edge notch bend (SENB) specimens of API X70 pipeline steel were conducted to assess the initiation and stable growth behavior of this material at test temperatures between 25°C and -95°C. Material resistance curves were generated based on various proposed J-integral and crack tip opening displacement (CTOD) relationships and criteria for defining crack initiation and stable growth. DC potential drop crack growth monitoring was employed to provide crack propagation data for development of the resistance curves. The temperature dependence of crack initiation and stable growth properties of this material are quantified and presented. Verification of the temperature independence of the normalized J or CTOD tearing modulus is also provided. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAPI X70 steel. =650 \0$aJ-integral (J) =650 \0$aPotential drop. =650 \0$aElastic-plastic fracture. =650 \0$apipelines. =650 \0$aPiping$xMaintenance and repair. =650 14$aElastic-plastic fracture. =650 24$aJ-integral (J) =650 24$aCrack tip opening displacement (CTOD) =650 24$aAPI X70 steel. =650 24$aPipelines. =650 24$aPotential drop. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11949J.htm =LDR 03639nab a2200505 i 4500 =001 JTE11955J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11955J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11955J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC793.5.G32 =082 04$a537.5/35$223 =100 1\$aTan, S-A,$eauthor. =245 10$aDensity Measurement of Cylindrical Specimens Within a Mold by Gamma-Rays /$cS-A Tan, T-F Fwa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThis paper describes a series of tests used to establish a method of nondestructive density measurements of cylindrical specimens contained within a mold by using a twin-probe gamma-ray density gage. Cylindrical specimens within molds are common occurrence in civil engineering practice; examples are soil, concrete, or bituminous cores obtained by in situ sampling or laboratory compaction. In several applications it may be desirable to determine the core densities without removal from the mold, and this can be achieved by the use of a gamma-ray density gage which is an adaptation of a twin-probe direct transmission field gage for laboratory density measurement. It is shown that linear calibration relationships can be obtained by two different procedures. The first case is to use the count ratio between the count rate of specimen with mold to count rate of air plotted against the composite density of the specimen and mold. The composite density is computed using the irradiated volumetric proportions of the specimen and mold. The other case is to use the count ratio between the count rate of specimen and mold to the count rate of mold only plotted against the density of the specimen. Experiments were conducted with three aluminum molds of 116, 119, and 124 mm external diameters and 102 mm internal diameter, for five specimens of 100 mm diameters with density froms 0.87 to 2.70 g/cm3. Based on the radiation attenuation law, a theoretical basis for the linear calibration in the two cases are established. Comparison of the theoretical slopes of the calibration lines with the experimental slopes showed excellent agreement, thus verifying the validity of the calibration procedures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCylindrical molds. =650 \0$aCylindrical specimens. =650 \0$aCalibration procedures. =650 \0$aGamma-ray density gage. =650 \0$aGamma rays. =650 14$aGamma-ray density gage. =650 24$aCylindrical specimens. =650 24$aCylindrical molds. =650 24$aCalibration procedures. =700 1\$aFwa, T-F,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11955J.htm =LDR 02963nab a2200529 i 4500 =001 JTE11950J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11950J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11950J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a620.1/123$223 =100 1\$aNishimura, T.,$eauthor. =245 10$aSlice Synthesis Technique for an Embedded Crack in Residual Stress Fields /$cT. Nishimura. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aStress intensity factors are obtained for an embedded elliptical crack in a plate subjected to remote tensile and welding induced residual stresses. The three-dimensional crack configuration is reduced to a system of two-dimensional configurations in the crack depth and in crack length directions by using the slice synthesis technique. The algebraic equations on crack face displacements are formulated in terms of unknown coupled tractions acting on the slices. These equations are solved using a multiple linear regression scheme, and the unknown tractions and stress intensity factors are calculated. The accuracy of stress intensity factors is compared with known results from the literature for an embedded elliptical crack in tension and for an embedded penny-shaped crack subjected to welding residual stress. The stress intensity factors are presented for various elliptically shaped cracks embedded in an infinite plate and subjected to three different types of welding residual stresses. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWeld. =650 \0$aEmbedded crack. =650 \0$aResidual stress. =650 \0$aSlice synthesis. =650 \0$aStress intensity factor. =650 \0$aresidual stresses. =650 \0$aMechanical prestressing. =650 14$aEmbedded crack. =650 24$aResidual stress. =650 24$aStress intensity factor. =650 24$aWeld. =650 24$aSlice synthesis. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11950J.htm =LDR 02865nab a2200553 i 4500 =001 JTE11958J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11958J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11958J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP1180.P6 =082 04$a668.4/225$223 =100 1\$aUkponmwan, JO.,$eauthor. =245 10$aCompressibility Analysis of Wet Abraded Woven Fabrics /$cJO. Ukponmwan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aThis paper is concerned with the effect of abrasion on the compressional properties of different woves textile fabrics. The abrasive wear was induced using an Accelerator under wet and damp conditions and measured via mass loss. The compressional properties, i.e., compression and compressibility, were determined under comparable experimental conditions on an Instron Tensile Tester. Changes in the compressional properties of the fabrics caused by increments of pressure in the Instron were noted. The relationship between the compressional properties and such physical properties as mass, thickness, density, and specific volume of the fabrics before abrasion is also reported. The damp-abraded fabrics showed higher percentage increase or decrease difference in fabric compressional properties at given incremeats of pressure than the wet-abraded fabrics when compared to the unabraded fabrics. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWool. =650 \0$aWoven. =650 \0$aCotton. =650 \0$aCompressibility. =650 \0$aCotton/polyester. =650 \0$aAbrasion resistance. =650 \0$apolyester. =650 14$aAbrasion resistance. =650 24$aCotton. =650 24$aCotton/polyester. =650 24$aWool. =650 24$aWoven. =650 24$aCompressibility. =650 24$aPercentage loss in weight. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11958J.htm =LDR 02833nab a2200601 i 4500 =001 JTE12481J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12481J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12481J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA353 =082 04$a620.105 22$223 =100 1\$aSegall, AE.,$eauthor. =245 10$aExperimental and Analytical Evaluation of the Mechanical Performance of a Gas-Fired Ceramic Radiant Tube at Steady-State /$cAE. Segall, JR. Hellmann, P. Strzepa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThermal profiles determined on instrumented silicon carbide radiant tubes were used to quantify thermoelastic stress distributions during steady-state operation at temperatures up to 1260°C. Tube failure probabilities were calculated using finite-element analysis incorporating Weibull strength data compiled on tubular sections at high temperature. Results indicate the significance of the axial and radial temperature gradients on the thermoelastic stresses and failure probabilities as well as the viability of a reaction bonded silicon carbide material for radiant tube applications up to 1260°C. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWeibull. =650 \0$aRadiant tube. =650 \0$aThermal profiles. =650 \0$aFailure probability. =650 \0$aThermoelastic stress. =650 \0$aThermoelastic stress analysis. =650 \0$aThermoelasticity. =650 \0$aSteady-state. =650 \0$aCeramic. =650 14$aThermal profiles. =650 24$aThermoelastic stress. =650 24$aSteady-state. =650 24$aWeibull. =650 24$aFailure probability. =650 24$aRadiant tube. =650 24$aCeramic. =700 1\$aHellmann, JR.,$eauthor. =700 1\$aStrzepa, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12481J.htm =LDR 02624nab a2200565 i 4500 =001 JTE12488J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12488J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12488J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a621.48/35$223 =100 1\$aRosenthal, YA.,$eauthor. =245 10$aJIc Data Analysis Methods with a "Negative Crack Growth" Correction Procedure /$cYA. Rosenthal, RL. Tobler, PT. Purtscher. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aIt often occurs in J-R testing that some of the initial crack extension (?a) data points have anomalous negative values. ASTM Methods E 813-87 and E 813-81, however, do not specify any procedures for treating such data. We propose a procedure for data analysis which utilizes the negative ?a values and is consistent with ASTM E 813-87. The proposed correction procedure is illustrated using a data set for austenitic steel; also, JIc values obtained using ASTM E 813-87 are compared to those obtained from its predecessor E 813-81. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aR-curve. =650 \0$aJ-integral. =650 \0$aJ-R testing. =650 \0$aNegative crack growth. =650 \0$aFracture toughness. =650 \0$aNondestructive testing. =650 \0$aCrack. =650 14$aASTM Method E 813-87. =650 24$aFracture toughness. =650 24$aJ-integral. =650 24$aJ-R testing. =650 24$aNegative crack growth. =650 24$aR-curve. =700 1\$aTobler, RL.,$eauthor. =700 1\$aPurtscher, PT.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12488J.htm =LDR 03197nab a2200793 i 4500 =001 JTE12486J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12486J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12486J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA473 =082 04$a620.175$223 =100 1\$aDavis, DC.,$eauthor. =245 13$aAn Approach to Predicting Long-Term Toughness, Strength, and Ductility of a Cr-Mo-V Steel Alloy Using Short-Term Tests /$cDC. Davis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aWithin recent years, material science researchers have attempted to develop unified or strain rate sensitive constitutive theories to characterize the mechanical behavior of metal alloys in the creep regime. Some of these theories, such as that by E. W. Hart, employ short-time load relaxation tests to obtain a unique set of material property data relating stress and plastic strain rate. Within the context of these theories, a methodology for assessing the long-term toughness, strength, and ductility of Cr-Mo-V rotor steel alloys is demonstrated in this paper using a series of short-term tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNotch. =650 \0$aSteel. =650 \0$aTests. =650 \0$aBrittle. =650 \0$aStrength. =650 \0$aDuctility. =650 \0$aToughness. =650 \0$aRelaxation. =650 \0$aDeformation. =650 \0$aStrain rate. =650 \0$aCreep rupture. =650 \0$aIntergranular. =650 \0$aTransgranular. =650 \0$aConstitutive equation. =650 \0$aGrain boundary sliding. =650 \0$aSteel$xCreep. =650 \0$aSteel$xDuctility. =650 14$aBrittle. =650 24$aCreep rupture. =650 24$aConstitutive equation. =650 24$aChromium-molybdenum-vanadium. =650 24$aDeformation. =650 24$aDuctility. =650 24$aGrain boundary sliding. =650 24$aIntergranular. =650 24$aNotch. =650 24$aRelaxation. =650 24$aSteel. =650 24$aStrength. =650 24$aStrain rate. =650 24$aSlip. =650 24$aToughness. =650 24$aTests. =650 24$aTransgranular. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12486J.htm =LDR 03383nab a2200601 i 4500 =001 JTE12483J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12483J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12483J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA419 =082 04$a620.12$223 =100 1\$aMcNatt, JD.,$eauthor. =245 10$aInstrumented Impactor for Testing Wood-Base Floor Panels /$cJD. McNatt, LA. Soltis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe current ASTM method for evaluating impact resistance (ASTM E 661), which uses a leather bag filled with 14 kg (30 lb) of lead shot, is adequate for comparative rating of panels. Our objective was to obtain a more precise measure of failure initiation. An instrumented steel impactor was developed to evaluate the impact resistance of single-layer wood-base floor panels. Panel materials evaluated were plywood, waferboard (two manufacturers), and oriented strandboard. All were nominally 19 mm (¾ in.) thick with tongue-and-groove edges and were approved for single-layer flooring. Impact resistance tests were conducted on the panels using a 14-kg (30-lb) lead-shot bag, a 14-kg (30-lb) steel impactor, and a 27-kg (60-lb) steel impactor. Floor panel damage was measured by the amount of energy absorbed by the panel, time to maximum deflection, and residual panel deflection (permanent set). The 14-kg (30-lb) impactor proved to be more precise for identifying damage initiation because the 27-kg (60-lb) impactor caused complete failure of some waferboard and oriented strandboard after only two or three drops. For all panel types, the 14-kg steel impactor caused 30 to 40% greater deflection than the 14-kg lead-shot bag for any given drop height. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFloors. =650 \0$aPlywood. =650 \0$aWaferboard. =650 \0$aTest method. =650 \0$aImpact resistance. =650 \0$aWood$xBonding. =650 \0$aFloor joists$xTesting. =650 \0$aWood construction$xTesting. =650 \0$aWood. =650 \0$aWood$xTesting. =650 14$aInstrumented impact testing. =650 24$aFloors. =650 24$aPlywood. =650 24$aWaferboard. =650 24$aOriented strandboard (OSB) =650 24$aTest method. =650 24$aImpact resistance. =700 1\$aSoltis, LA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12483J.htm =LDR 02471nab a2200505 i 4500 =001 JTE12482J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12482J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12482J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA419 =082 04$a620.12$223 =100 1\$aPellicane, PJ.,$eauthor. =245 10$aBehavior of Rubber-Based Elastomeric Construction Adhesive in Wood Joints /$cPJ. Pellicane. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aEight generically similar (i.e., rubber base) commercial elastomeric construction adhesives were evaluated to determine the differences in strength and load-slip behavior when wood joints were subjected to lateral (shear) loading. Eighteen joints were made with each of the eight adhesive brands. Ten of these specimens were exposed for various lengths of time (1 to 80 days) to temperatures of 150°F (65°C), before equilibrating to room temperature, then testing. The remaining eight specimens made with each adhesive were used as a control. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood joints. =650 \0$aTemperature effects. =650 \0$aDuration of exposure. =650 \0$aElastomeric adhesives. =650 \0$aAdhesive joints$xTesting. =650 \0$aAdhesives$xTesting. =650 14$aElastomeric adhesives. =650 24$aTemperature effects. =650 24$aDuration of exposure. =650 24$aWood joints. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12482J.htm =LDR 02648nab a2200529 i 4500 =001 JTE12480J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12480J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12480J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA413.5 =082 04$a620.1/123/028$223 =100 1\$aDally, JW.,$eauthor. =245 10$aMeasuring the Stress Intensity Factor for Propagating Cracks with Strain Gages /$cJW. Dally, RJ. Sanford. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aA new method for measuring the K value of a straight crack propagating in an isotropic plate is presented. A row of strain gages is placed at a constant distance above the crack line, and each gage is oriented to eliminate the second (B0) term in a three-term representation of the strains. The method of analysis then provides a solution with three-parameter accuracy. Both static and dynamic analyses were performed, and the differences between the two were found to be small for crack velocities less than 0.3cR. The method was demonstrated with an experiment on 4340 alloy steel, and results for K at a crack velocity of 656 m/s were obtained. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrain gage. =650 \0$aDynamic fracture. =650 \0$aStress intensity factor. =650 \0$aStrain gages. =650 \0$aCrackpropagation. =650 \0$aToughness. =650 \0$aFracture strength. =650 14$aStress intensity factor. =650 24$aDynamic fracture. =650 24$aStrain gage. =650 24$aCrack propagation toughness. =700 1\$aSanford, RJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12480J.htm =LDR 02645nab a2200433 i 4500 =001 JTE12489J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12489J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12489J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417 =082 04$a620.1$223 =100 1\$aLeon-Salamanca, .,$eauthor. =245 10$aNondestructive Testing (Metallurgy and Materials Science) /$c. Leon-Salamanca. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aNondestructive testing (NDT) has become one of the multidisciplinary fields in increasinf demand in all industrial environments. Nondestructive Testing covers the conventional and special techniques that have been developed through the years. The book includes visual, radiological, ultrasonic, magnetic, electrical, and penetrant, as well as special methods, in that sequence. while the author's descriptions are brief, they are sufficiently detailed to provide pertinent facts concerning the governing physical properties being measured. Also included is a section on acceptance standards, explaining the ways in which NDT is useful. This section details the necessity, in every instance, for an expert to make the ultimate decision as to the acceptance or rejection of specific criteria. Also, a wide variety of setups and techniques is briefly outlined along with pertinent standards from around the world. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNondestructive testing$vHandbooks, manuals, etc. =650 \0$aMetal-work$vHandbooks, manuals, etc. =650 \0$aMetal-work. =650 \0$aNondestructive testing. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12489J.htm =LDR 02976nab a2200505 i 4500 =001 JTE12485J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12485J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12485J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/66$223 =100 1\$aMacdonald, BD.,$eauthor. =245 10$aStress Intensity Factors for Side-Grooved Fracture Specimens /$cBD. Macdonald, JJ. Pajot. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aAnalytical support was sought for using Freed and Krafft's concept of effective thickness, (BBN)1/2, in ASTM plane strain formulas for elastic stress intensity factor, K, for side-grooved fracture specimens.Three-dimensional, elastic, finite-element analysis of various smooth and 20% side-grooved specimens yielded K values which not only supported this idea but also showed it to be slightly conservative.This result was expected to be generally true for all elastic fracture specimens because the finite-element K calculation was based on the elastically singular Gauss point stresses right near the crack front.Constraint at these points was constant through the thickness and nearly equal to its plane strain value.This result was insensitive to the presence of side-grooves and applied to most of the specimen thickness just ahead of the crack.Therefore the use of (BBN)1/2 in K formulas was supported not only for the elastic portion of J-integral testing (ASTM E 813 and E 1152) but for plane strain fracture toughness testing (ASTM E 399) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSide-grooving. =650 \0$aStress intensity factors. =650 \0$aStrains and stresses. =650 \0$aSteel$xFracture. =650 \0$aMetals$xFracture. =650 \0$aFracturemechanics. =650 14$aSide-grooving. =650 24$aElastic fracture specimens. =650 24$aStress intensity factors. =700 1\$aPajot, JJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12485J.htm =LDR 03362nab a2200649 i 4500 =001 JTE12484J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12484J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12484J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK9166 =082 04$a621.48/071/173$223 =100 1\$aYu, MT.,$eauthor. =245 10$aFatigue Behavior of a Cold-Rolled SAE Grade 945X HSLA Steel /$cMT. Yu, DL. DuQuesnay, TH. Topper. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aA SAE Grade 945X HSLA steel was cold rolled to 30% and 61% thickness reductions. Monotonic tensile tests, smooth and notched specimen fatigue tests, and crack propagation tests were performed. The effect of loading direction was examined. As a general rule, cold rolling increased strength and decreased ductility. The strength was higher and the ductility was lower in the direction transverse to the rolling direction than in the longitudinal or rolling direction. The increase in smooth specimen fatigue strength was not as great as the increase in monotonic strength due to significant cyclic softening of the cold rolled metals. The notched fatigue strength was only slightly increased by cold rolling, since two opposing factors (the smooth specimen fatigue strength and notch sensitivity) were increased by cold rolling. The crack propagation rate and the threshold stress intensity were not significantly affected by cold rolling. All strength parameters of the SAE 945X HSLA steel, both hot rolled and cold rolled, were higher than those of a SAE 1010 plain carbon steel previously investigated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack. =650 \0$aSteel. =650 \0$aFatigue. =650 \0$aSAE 945X. =650 \0$aThreshold. =650 \0$aTransverse. =650 \0$aDeformation. =650 \0$aCold rolling. =650 \0$aSteel, Cast$xEffect of temperature on$xTesting. =650 \0$aLight water reactors$xMaterials$xFatigue. =650 \0$aStainless steel$xFatigue. =650 14$aFatigue. =650 24$aCold rolling. =650 24$aCrack. =650 24$aThreshold. =650 24$aHSLA. =650 24$aDeformation. =650 24$aSAE 945X. =650 24$aSteel. =650 24$aTransverse. =700 1\$aDuQuesnay, DL.,$eauthor. =700 1\$aTopper, TH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12484J.htm =LDR 03216nab a2200589 i 4500 =001 JTE12487J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12487J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12487J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL521.3 =082 04$a629.47$223 =100 1\$aTaylor, JS.,$eauthor. =245 10$aPlastic Strain Ratio (r) for Sheet Metal :$bEffect of Gage Length and Width Measurement Locations Using Reduced Section Specimens /$cJS. Taylor, DK. Scherrer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aRecent advances in computer-controlled testing technology have resulted in the capability of determining r-values during routine tension testing.During axial straining, there are differences in width reduction over the length of the reduced parallel section due to shoulder constraint.Because of these changes in width reduction, the magnitude of the calculated r-value is dependent upon the gage length and width measurement location.The use of a 50 mm (2 in.) or less longitudinal strain sensor with a single transverse center width sensor does not presently comply with ASTM Test for Plastic Strain Ratio r for Sheet Metal (E 517) Yet the data from this work demonstrate that excellent r-value results can be obtained using a 50 mm (2 in.) longitudinal sensor with a single center transverse sensor while still maintaining a 57 mm (2¼ in.) reduced parallel section which complies with ASTM Tests and Definitions for Mechanical Testing of Steel Products (A 370) and Tension Testing of Metallic Materials (E 8) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrain. =650 \0$aR-value. =650 \0$aGage length. =650 \0$aPercent elongation. =650 \0$aPlastic deformation. =650 \0$aPoisson ratio. =650 \0$aStress analysis. =650 \0$aStress-strain relationships. =650 \0$aWelded joints. =650 14$aR-value. =650 24$aType A standard specimens. =650 24$aType A alternative specimens. =650 24$aStrain. =650 24$aPercent elongation. =650 24$aGage length. =650 24$aWidth measurement location. =700 1\$aScherrer, DK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12487J.htm =LDR 03076nab a2200541 i 4500 =001 JTE12479J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12479J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12479J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P58 =082 04$a620.1/9204292$223 =100 1\$aWeiler, WW.,$eauthor. =245 10$aDynamic Loading :$bA New Microhardness Test Method /$cWW. Weiler. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aA new non-destructive microhardness test method has been developed to measure the microhardness of surface layers, coatings, and homogeneous material using ultra-low loads in the range of (0.025 to 1 N) 2.5 to 100 gf. The method is based on the use of a conventional Vickers indentor that is coupled to a displacement measuring device. An HVL (Vickers Hardness under Load) number is computed from the indentor displacement under load. The test load is applied step-wise up to full nominal test load, yielding a microhardness number at each load increment. Through the use of appropriate computer software, hardness versus load, hardness versus indentation depth, and indentation depth versus load profiles can be generated. The method also provides information regarding creep and elastic recovery properties of the specimen. Because the hardness number is computed from the indentor displacement under load, special operator skills in the optical measurement of the diagonals of the indentation area are not required. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aElastic recovery. =650 \0$aMicrohardness of coatings. =650 \0$aPolymers$xMechanical properties. =650 \0$aPolymers$xTesting. =650 \0$aMicrohardness. =650 14$aDynamic microhardness testing. =650 24$aMicrohardness testing under load. =650 24$aUltra-low load microhardness testing. =650 24$aCreep. =650 24$aElastic recovery. =650 24$aVickers microhardness testing. =650 24$aMicrohardness of coatings. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12479J.htm =LDR 02755nab a2200541 i 4500 =001 JTE10215J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10215J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10215J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA931 =082 04$a531.38$223 =100 1\$aMcLeod, NW.,$eauthor. =245 10$aAsphalt Cements :$bPen-Vis Number and Its Application to Moduli of Stiffness /$cNW. McLeod. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aBecause of the false softening points of many Canadian asphalts due to the waxy crude oils from which they are derived, highly erroneous values for Pfeiffer's and van Doormaal's penetration index as a quantitative measure of the temperature susceptibility of asphalt cements occur. Consequently, it has been necessary to develop a different quantitative measure for temperature susceptibility, pen-vis number, which is based on an asphalt cement's penetration at 77°F (25°C) and viscosity in centistokes at 275°F (135°C). The development of the pen-vis number of an asphalt cement and its application to the determination of moduli of stiffness of asphalt cements and asphalt paving mixtures are described. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPen-vis number. =650 \0$aPenetration index. =650 \0$aBituminous cements. =650 \0$aModulus of stiffness. =650 \0$aElasticity. =650 \0$aViscosity. =650 14$aTemperature susceptibility. =650 24$aPen-vis number. =650 24$aPenetration index. =650 24$aBituminous cements. =650 24$aModulus of stiffness. =650 24$aViscosity in centistokes at 275°F (135°C) =650 24$aPenetration at 77°F (25°C) =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10215J.htm =LDR 02720nab a2200565 i 4500 =001 JTE10214J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10214J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10214J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aNA4120 =082 04$a721.04421$223 =100 1\$aBrown, RH.,$eauthor. =245 10$aStatistical Interpretation of Strength Tests of Masonry Units for Structural Applications /$cRH. Brown, JC. Grogan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe acceptance criteria for both brick and concrete block masonry units are reviewed and compared to those of concrete. Modifications in the acceptance criteria for masonry units are recommended which limit the amount by which the strength of any masonry unit may fall below the specified value. Probabilistic methods are used to develop equations which provide uniform, reliable compliance with both the existing and recommended acceptance criteria. It is shown that the producer of masonry units who exercises high standards of quality control is rewarded with a higher design strength. The producer who conducts more than minimum testing is similarly rewarded. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMasonry. =650 \0$aAcceptibility. =650 \0$aConcrete blocks. =650 \0$aQuality control. =650 \0$aStatistical tests. =650 \0$aBricks. =650 \0$aBrickwork. =650 14$aAcceptibility. =650 24$aBricks. =650 24$aMasonry. =650 24$aConcrete blocks. =650 24$aStatistical tests. =650 24$aQuality control. =650 24$aStatistical product control. =700 1\$aGrogan, JC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10214J.htm =LDR 02923nab a2200625 i 4500 =001 JTE10207J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10207J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10207J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA001 =082 04$a813/.54$223 =100 1\$aEkvall, JC.,$eauthor. =245 10$aConverting Fatigue Loading Spectra for Flight-by-Flight Testing of Aircraft and Helicopter Components /$cJC. Ekvall, L. Young. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aFatigue tests conducted on structural components of flight vehicles are generally required to demonstrate compliance with contract and military specifications. The results of these tests provide assurance to the customer that the structure will have an acceptably low probability of fatigue crack occurrence during service and that the cracks that do develop in service will propagate slowly enough to allow detection and repair. This overview presentation describes how to convert fatigue service loading spectra into fatigue test spectra to meet the requirements for full-scale fatigue testing of aircraft and helicopter components. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aComponents. =650 \0$aEnvironment. =650 \0$aTemperature. =650 \0$aFatigue tests. =650 \0$aFretting fatigue. =650 \0$aLoading frequency. =650 \0$aFatigue (materials) =650 \0$aSpectrum fatigue tests. =650 \0$aSteel, Structural$xFatigue. =650 \0$aSteel, Structural$xTesting. =650 14$aFatigue (materials) =650 24$aFatigue tests. =650 24$aComponents. =650 24$aSpectrum fatigue tests. =650 24$aTruncation of test spectrum. =650 24$aFretting fatigue. =650 24$aLoading frequency. =650 24$aTemperature. =650 24$aEnvironment. =700 1\$aYoung, L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10207J.htm =LDR 02376nab a2200505 i 4500 =001 JTE10208J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10208J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10208J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P5 =082 04$a620.192$223 =100 1\$aFortes, MA.,$eauthor. =245 10$aConstancy of the Tensile Test Machine Stiffness /$cMA. Fortes, JG. Proença. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aA method is presented for determining the current value of the stiffness of a tensile machine during uniaxial loading tests. The method is based on stress relaxation tests and on the measurement of the slopes of the load-time curve at the moment when the crosshead speed is changed from zero to some finite value. This method has shown that the stiffness can be taken as a constant within fairly wide ranges of the load level, crosshead speed, and specimen dimensions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrain rate. =650 \0$aMechanical tests. =650 \0$aStress relaxation tests. =650 \0$aPlastics$xTesting. =650 \0$aPolymers$xTesting. =650 14$aMechanical tests. =650 24$aStress relaxation tests. =650 24$aStrain rate. =650 24$aTensile machine stiffness. =700 1\$aProença, JG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10208J.htm =LDR 02274nab a2200481 i 4500 =001 JTE10209J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10209J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10209J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN757.N5 =082 04$a620.11$223 =100 1\$aVary, A.,$eauthor. =245 14$aThe Feasibility of Ranking Material Fracture Toughness by Ultrasonic Attenuation Measurements /$cA. Vary. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aA preliminary study was conducted to assess the feasibility of ultrasonically ranking material fracture toughness. Specimens of two grades of maraging steel for which fracture toughness values were measured were subjected to ultrasonic probing. The slope of the attenuation coefficient versus frequency curve was empirically correlated with the plane strain fracture toughness value for each grade of steel. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMaraging steel. =650 \0$aUltrasonic tests. =650 \0$aFracture strength. =650 \0$aMaraging steel$xProperties. =650 \0$aMaraging steel$xMicrostructure. =650 14$aFracture strength. =650 24$aUltrasonic tests. =650 24$aMaraging steel. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10209J.htm =LDR 02539nab a2200565 i 4500 =001 JTE10217J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10217J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10217J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP884.A3 =082 04$a666/.893$223 =100 1\$aHolm, TA.,$eauthor. =245 10$aBlock Concrete Is a Structural Material /$cTA. Holm. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aNew methods for determining the tensile strength of block concrete are described. Results of tests on the tensile strength and elastic stiffness are reported and found to parallel the results of test data developed on structural cast-in-place concrete. Maximum strain relationships (extensibility) are compared for various concrete densities. Production control of the physical properties of block concrete are described and recommendations for future research and change of ASTM requirements are listed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompaction. =650 \0$aExtensibility. =650 \0$aProportioning. =650 \0$aTensile strength. =650 \0$aModulus of elasticity. =650 \0$aInterstitial void content. =650 \0$aConcrete$xAdditives. =650 \0$aBlock Concrete. =650 14$aExtensibility. =650 24$aTensile strength. =650 24$aModulus of elasticity. =650 24$aBlock concrete. =650 24$aCompaction. =650 24$aProportioning. =650 24$aInterstitial void content. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10217J.htm =LDR 02249nab a2200481 i 4500 =001 JTE10210J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10210J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10210J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.8028$223 =100 1\$aBachmann, V.,$eauthor. =245 10$aUnusual Potential Drop During the Application of the Electrical Potential Method in a Fracture Mechanics Test /$cV. Bachmann, D. Munz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe application of the electrical potential method during a fracture mechanics test can give rise to a potential drop if the maximum load during fatigue precracking is exceeded. The effect is only observed if the fatigue fracture surface is very rough. The reason is a contact of the fatigue fracture surface caused by a lateral deformation in the direction of the crack front. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack propagation. =650 \0$aElectric potential. =650 \0$aCracking. =650 \0$aFracture tests. =650 14$aFracture tests. =650 24$aElectric potential. =650 24$aCrack propagation. =700 1\$aMunz, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10210J.htm =LDR 03387nab a2200685 i 4500 =001 JTE10216J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10216J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10216J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aNA4120 =082 04$a721.04421$223 =100 1\$aChen, WF.,$eauthor. =245 10$aSulfur- and Polymer-Impregnated Brick and Block Prisms /$cWF. Chen, HC. Mehta, RG. Slutter. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aTo enhance significantly both the strength and durability of concrete and other related building materials, the technique of polymer impregnation has received a wide-spread recognition in recent years. The price of oil-based monomers, however, due to shortage of oil, prevents a large-scale use of this technique. The objective of this paper was to demonstrate the applicability of sulfur as an attractive substitute to monomers for impregnation. It was demonstrated that sulfur impregnation of building block and brick units and prisms, carried out at atmospheric pressure using a simple process developed in the laboratory, could give equivalent relative strength increase compared to polymethyl methacrylate-impregnated units and prisms. Sulfur impregnation showed greater than 90% reduction in water absorption and virtually no acid attack. This suggests possible application of treated masonry to sewage pipes and culverts, to acid treatment vessels and pump beds, and to enhance the strength and durability of low-quality masonry. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBlocks. =650 \0$aPrisms. =650 \0$aMasonry. =650 \0$aTest method. =650 \0$aAcid exposure. =650 \0$aWater absorption. =650 \0$aSulfur impregnation. =650 \0$aCompressive strength. =650 \0$aPolymer impregnation. =650 \0$aModulus of elasticity. =650 \0$aBricks. =650 \0$aBrickwork. =650 14$aMasonry. =650 24$aBricks. =650 24$aBlocks. =650 24$aPrisms. =650 24$aSulfur impregnation. =650 24$aPolymer impregnation. =650 24$aTest method. =650 24$aCompressive strength. =650 24$aModulus of elasticity. =650 24$aAcid exposure. =650 24$aWater absorption. =700 1\$aMehta, HC.,$eauthor. =700 1\$aSlutter, RG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10216J.htm =LDR 02729nab a2200577 i 4500 =001 JTE10213J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10213J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10213J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1547 =082 04$a677/.31$223 =100 1\$aKirby, CK.,$eauthor. =245 10$aComparisons of Determinations of Wool Fiber Diameter by Two Airflow Methods /$cCK. Kirby, CL. Johnson, SA. Larsen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aSixty scoured wool core samples were measured for fiber diameter by three different methods. Mean diameters of the samples were determined by the projection microscope method and used to place each sample in one of six classes. The interval of each class was 2.5 ?m; diameters ranged from 17.5 to 32.5 ?m. The specimens, first uncarded and then carded, were next measured on the Port-Ar® and the Wool Industries Research Association Fibre Fineness Meter®. Carding of the samples prior to measurement was concluded to be unnecessary as no significant differences were found (P < 0.05) between results. This was true for both airflow methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAir flow. =650 \0$aFiber diameter. =650 \0$aMicroprojector. =650 \0$aSample preparation. =650 \0$aRegression analysis. =650 \0$aWool. =650 \0$aMeasurement. =650 14$aWool. =650 24$aMeasurement. =650 24$aAir flow. =650 24$aRegression analysis. =650 24$aFiber diameter. =650 24$aMicroprojector. =650 24$aSample preparation. =700 1\$aJohnson, CL.,$eauthor. =700 1\$aLarsen, SA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10213J.htm =LDR 02068nab a2200481 i 4500 =001 JTE10211J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10211J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10211J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHA31 =082 04$a311.2$223 =100 1\$aZanker, A.,$eauthor. =245 10$aNomograph for Determining Corrosion Rate in Wire Coil Tests /$cA. Zanker. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA nomograph has been devised that will allow a rapid solution to the equation outlined in the ASTM Test for Corrosivity of Water in the Absence of Heat Transfer (Weight Loss Methods) (D 2688-70). Test procedures are described, and instructions for the use of the nomograph are provided. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWire. =650 \0$aNomographs. =650 \0$aCorrosion tests. =650 \0$aForest fires$xResearch. =650 \0$aNomography (Mathematics) =650 14$aWire. =650 24$aCorrosion tests. =650 24$aNomographs. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10211J.htm =LDR 02192nab a2200529 i 4500 =001 JTE10212J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10212J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10212J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBF575.S75 =082 04$a155.9$223 =100 1\$aHenry, LF.,$eauthor. =245 10$aEnvironmental Stress Cracking of Thermoplastics :$bA New Approach to Testing /$cLF. Henry. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aA flexural relaxometer is described for use in characterizing the environmental stress cracking tendencies of glassy plastics. Testing procedures are discussed and data indicating critical strain values, rates of cracking, and rates of dissolution are presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrazing. =650 \0$aStresses. =650 \0$aStress cracking. =650 \0$aTensile testers. =650 \0$aThermoplastic resins. =650 \0$aStress (Psychology) =650 \0$aStress. =650 14$aStresses. =650 24$aThermoplastic resins. =650 24$aTensile testers. =650 24$aStress cracking. =650 24$aCrazing. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10212J.htm =LDR 02151nab a2200469 i 4500 =001 JTE10180J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10180J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10180J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH205.2 =082 04$a578/.4$223 =100 1\$aBerenbaum, L.,$eauthor. =245 12$aA Technique for Examining Submicron Particulate Matter on Semiconductor Device Wafers /$cL. Berenbaum. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA technique is described for locating and consequently removing submicron particulate matter from semiconductor device wafers. Chemical and structural analyses of these particulates are obtained from energy dispersive X-ray spectra and selected area electron diffraction patterns, respectively. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSemiconductor devices. =650 \0$aElectron microscopy. =650 \0$aMicroscopy. =650 14$aParticulate contamination. =650 24$aSemiconductor devices. =650 24$aTransmission electron microscopy. =650 24$aEnergy dispersive X-ray analysis. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10180J.htm =LDR 02496nab a2200505 i 4500 =001 JTE10175J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10175J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10175J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA683.4 =082 04$a624$223 =100 1\$aMcKinnon, EA.,$eauthor. =245 10$aFatigue of Ferrocement /$cEA. McKinnon, MG. Simpson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aFerrocement is a composite of reinforcing wire and cement mortar that is used in thin shell construction. Several layers of wire are impregnated with the cement mortar, resulting in a material that behaves synergistically. Ferrocement is becoming widely used for private and commercial boat hulls because of its formability, economy, fire resistance, and low maintenance. In this study, several variations of ferrocement were fabricated and subjected to constant amplitude cyclic loads up to ten million cycles. Stress versus cycles-to-failure plots were developed and comparisons between the data for various ferrocement modifications were made. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShipbuilding. =650 \0$aComposite materials. =650 \0$aFatigue (materials) =650 \0$aFerrocement. =650 \0$aStresses. =650 14$aFatigue (materials) =650 24$aComposite materials. =650 24$aFerrocement. =650 24$aShipbuilding. =700 1\$aSimpson, MG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10175J.htm =LDR 02829nab a2200553 i 4500 =001 JTE10182J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10182J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10182J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP242 =082 04$a660/.042$223 =100 1\$aLieberman, A.,$eauthor. =245 10$aAutomatic Particle Measurement Systems and Liquid-Handling Techniques for Clean Liquids /$cA. Lieberman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aThis paper discusses some of the problems in handling liquids that are particularly clean. Practical solutions are provided for problems involved in measuring contamination at low levels and empirically derived methods are given for liquid-handling systems and techniques to minimize artifact introduction. The problems of correlating results from one method to another are discussed. Procedures for calibration of automatic particle counters are considered. Some of the errors that can occur in terms of coincidence and system dynamic range are mentioned. Along with control of solid and liquid artifact introduction, procedures for batch and in-line samples are discussed to minimize bubble effects. The problems involved in sample acquisition and in sample handling are considered. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCleaning. =650 \0$aSample handling. =650 \0$aParticle counting. =650 \0$aParticle size analysis. =650 \0$aLiquid-borne contaminants. =650 \0$aLiquids. =650 \0$aGases. =650 14$aParticulate contamination. =650 24$aCleaning. =650 24$aLiquids. =650 24$aParticle counting. =650 24$aParticle size analysis. =650 24$aLiquid-borne contaminants. =650 24$aSample handling. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10182J.htm =LDR 03027nab a2200577 i 4500 =001 JTE10176J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10176J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10176J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA690 =082 04$a620.1/86$223 =100 1\$aJohnson, FA.,$eauthor. =245 10$aEvaluation of Fracture Energy of Aluminum Alloys /$cFA. Johnson, JC. Radon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe fracture toughnesses of some precipitation-hardened aluminum alloys have been evaluated, mainly by the use of precracked three-point bend specimens in instrumented impact testing. A recently developed interpretation of the specific surface energy method has been applied to calculate the initiation values of KIc and these values have been compared with those calculated using stress analysis equations. The value of unity thereby deduced for the geometrical constraint factor in these non-rate-sensitive materials may be appropriate to the type of fracture mode occurring in these alloys, that is, semiductile. The distinction in principle between fracture initiation toughness, expressed as GIc = w/?A, and the average propagation toughness w/A has been noted and the latter used in studying crack tunnelling during semiductile crack propagation in thick sections of the alloys in the form of large, double-cantilever beam specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aToughness. =650 \0$aImpact tests. =650 \0$aFracture energy. =650 \0$aCrack propagation. =650 \0$aFracture strength. =650 \0$aStress strain diagrams. =650 \0$aAluminum construction. =650 \0$aAluminum alloys. =650 14$aAluminum alloys. =650 24$aFracture strength. =650 24$aImpact tests. =650 24$aToughness. =650 24$aCrack propagation. =650 24$aStress strain diagrams. =650 24$aFracture energy. =700 1\$aRadon, JC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10176J.htm =LDR 02514nab a2200589 i 4500 =001 JTE10177J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10177J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10177J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA406 =082 04$a620.1123$223 =100 1\$aHasseem, HM.,$eauthor. =245 10$aNew Model Material for Three-Dimensional Stress Analysis /$cHM. Hasseem, AJ. Durelli, VJ. Parks. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThis paper describes the manufacturing of a family of epoxies, the Poisson's ratio of which at the critical temperature is on the order of 0.4. The variation of Young's modulus, Poisson's ratio, shear fringe value, and critical temperature as a function of the amount of hardener, the curing temperature, and the curing time for a large range of these variables are presented as parametric curves. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrains. =650 \0$aEpoxy resins. =650 \0$aPoisson ratio. =650 \0$aCompressibility. =650 \0$aStress analysis. =650 \0$aStress freezing. =650 \0$aPhotoelasticity. =650 \0$aStrains and stresses. =650 14$aEpoxy resins. =650 24$aStress analysis. =650 24$aPhotoelasticity. =650 24$aCompressibility. =650 24$aPoisson ratio. =650 24$aStrains. =650 24$aStress freezing. =700 1\$aDurelli, AJ.,$eauthor. =700 1\$aParks, VJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10177J.htm =LDR 03185nab a2200613 i 4500 =001 JTE10173J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10173J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10173J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aE183.7 =082 04$a973$223 =100 1\$aJhansale, HR.,$eauthor. =245 10$aEvaluation of Deformation Phenomena of Metals for Fatigue Analysis /$cHR. Jhansale. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aSimple calculations for estimating extremes in fatigue life of metals, with or without accounting for cycle-dependent hardening, softening, and mean stress relaxation, are presented. These calculations aid in assessing the importance of cyclic deformation properties in cumulative damage procedures. An SAE 1045 quenched and tempered steel is considered for illustration. In general, cycle-dependent deformation phenomena may be important only in intermediate and long life situations. The sensitivity of predicted life to cyclic hardening or softening depends on the degree of hardening or softening a material exhibits, whereas in the case of mean stress relaxation it depends on the shape of the cyclic stress-strain curve or the strain hardening exponent. However, the need for a proper accounting of cyclic history, recognized as the "cycle counting problem" in fatigue literature, is the most important requisite of a cumulative damage analysis. Two alternative approaches of dealing with the cycle counting problem are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamage. =650 \0$aMetals. =650 \0$aSoftening. =650 \0$aStress relaxation. =650 \0$aFatigue (materials) =650 \0$aHardening (materials) =650 \0$aStress strain diagrams. =650 \0$aCycles. =650 \0$aDeformation. =650 14$aFatigue (materials) =650 24$aDeformation. =650 24$aMetals. =650 24$aDamage. =650 24$aStress strain diagrams. =650 24$aHardening (materials) =650 24$aSoftening. =650 24$aStress relaxation. =650 24$aCumulative damage analysis. =650 24$aCycles. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10173J.htm =LDR 02935nab a2200577 i 4500 =001 JTE10178J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10178J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10178J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL782 =082 04$a629.47/5$223 =100 1\$aEndicott, DL.,$eauthor. =245 10$aContamination Damage Avoidance Concepts for Propulsion Feed System Components /$cDL. Endicott. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThe gain in component reliability for long-term, reusable space vehicles was investigated in a two-part program. Mechanical redesign methods were used to minimize contamination damage of conventional components and a unique type of contamination separator device was developed. The redesign techniques were incorporated into an existing 2-in. (50.8-mn) poppet value and tested for damage tolerance in a full-size open-loop system with gaseous and liquid nitrogen. Cyclic and steady flow conditions were tested with particles of 75 to 200-µm aluminum oxide dispersed in the test fluids. Nonflow cycle life tests (100,000 cycles) were made with three valve configurations in gaseous hydrogen. The redesign valve had an acceptable cycle life and improved tolerance to contamination damage. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlow tests. =650 \0$aPoppet valves. =650 \0$aCyclic valve tests. =650 \0$aParticulate separator. =650 \0$aSpacecraft propulsion. =650 \0$aFluid system components. =650 \0$aPropulsion systems. =650 \0$aPropulsion. =650 14$aParticulate contamination. =650 24$aSpacecraft propulsion. =650 24$aFluid system components. =650 24$aPoppet valves. =650 24$aParticulate separator. =650 24$aContamination damage tolerance. =650 24$aFlow tests. =650 24$aCyclic valve tests. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10178J.htm =LDR 02468nab a2200553 i 4500 =001 JTE10181J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10181J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10181J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL782 =082 04$a629.47/5$223 =100 1\$aNenno, RE.,$eauthor. =245 10$aContamination Control During Acceptance Testing of Mariner Class Spacecraft Propulsion Hardware /$cRE. Nenno, AH. Oldland. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn order to insure reliable, leak-free operation of spacecraft propulsion hardware during long-term space missions, it is necessary to maintain hardware internal cleanliness at a level which allows no particles over 100 micrometres in size throughout the acceptance testing and delivery cycle of the hardware. To schieve this goal, it was necessary to derive and use specialized techniques, procedures, processes and hardware. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCleaning. =650 \0$aClean rooms. =650 \0$aMars probes. =650 \0$aAcceptability. =650 \0$aSpacecraft propulsion. =650 \0$aPropulsion systems. =650 \0$aPropulsion. =650 14$aParticulate contamination. =650 24$aSpacecraft propulsion. =650 24$aAcceptability. =650 24$aCleaning. =650 24$aClean rooms. =650 24$aMars probes. =700 1\$aOldland, AH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10181J.htm =LDR 02353nab a2200601 i 4500 =001 JTE10174J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10174J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10174J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.1/18$223 =100 1\$aIdorn, GM.,$eauthor. =245 10$aPolymeric Materials for Concrete /$cGM. Idorn. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aSession III-9 of the VI International Congress of the Chemistry of Cement (held in September 1974 in Moscow) dealt with cement-polymer materials, or, as it appears from the papers presented, with various types of composites using ordinary cements and organic monomers together as binding materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCements. =650 \0$aEconomy. =650 \0$aPolymers. =650 \0$aPorosity. =650 \0$aStrength. =650 \0$aConcretes. =650 \0$aModulus of elasticity. =650 \0$aComposite materials. =650 \0$aConcreteconstruction. =650 \0$aFibrous composites. =650 \0$aPolymericcomposites. =650 14$aCements. =650 24$aPolymers. =650 24$aConcretes. =650 24$aStrength. =650 24$aModulus of elasticity. =650 24$aPorosity. =650 24$aEconomy. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10174J.htm =LDR 02963nab a2200613 i 4500 =001 JTE10172J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10172J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10172J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.1/633$223 =100 1\$aCzoboly, E.,$eauthor. =245 10$aCycle-Dependent Softening in Notched Steel Specimens /$cE. Czoboly, BI. Sandor. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe results of experiments on Society of Automotive Engineers (SAE) 1043 steel show that the cyclic stress-strain response in small regions of a notched specimen is not necessarily the same as that obtained in tests on smooth specimens of the same metal. At the roots of notches (two different notch radii were used) plastic flow occurs at the same cyclic lives as in unnotched specimens, when the longitudinal total strains are similar. Cyclic plasticity develops in many fewer cycles near the notches than in smooth specimens under the same longitudinal total strains. The more sharply notched specimens soften more rapidly at locations near the notches than the less severely notched ones under identical longitudinal strains. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCyclic loads. =650 \0$aSoftening steels. =650 \0$aGeometric effects. =650 \0$aPlastic properties. =650 \0$aFatigue (materials) =650 \0$aPlastic deformation. =650 \0$aStress concentration. =650 \0$aStress strain diagrams. =650 \0$aMetals$xPlastic properties. =650 \0$aDeformations. =650 14$aFatigue (materials) =650 24$aSoftening steels. =650 24$aPlastic properties. =650 24$aPlastic deformation. =650 24$aStress strain diagrams. =650 24$aStress concentration. =650 24$aCyclic loads. =650 24$aGeometric effects. =700 1\$aSandor, BI.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10172J.htm =LDR 02540nab a2200565 i 4500 =001 JTE10171J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10171J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10171J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.8028$223 =100 1\$aOrange, TW.,$eauthor. =245 10$aFracture Testing with Surface Crack Specimens /$cTW. Orange. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b57 =520 3\$aThis paper is a report of ASTM Task Group E24.01.05 on Part-Through Crack Testing. It includes recommendations for the design, preparation, and static fracture testing of surface crack specimens based on the current state of the art. The recommendations are preceded by background information including discussions of stress intensity factors, crack opening displacements, and fracture toughness values associated with surface crack specimens. Cyclic-load and sustained-load tests are discussed briefly. Recommendations for further research are included. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCracks. =650 \0$aMechanics. =650 \0$aToughness. =650 \0$aSurface defects. =650 \0$aFracture strength. =650 \0$aFracture properties. =650 \0$aCracking. =650 \0$aFracture tests. =650 14$aFracture tests. =650 24$aSurface defects. =650 24$aCracks. =650 24$aFracture properties. =650 24$aFracture strength. =650 24$aToughness. =650 24$aMechanics. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10171J.htm =LDR 02685nab a2200577 i 4500 =001 JTE10179J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10179J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10179J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE471.2 =082 04$a553.6/22$223 =100 1\$aMaegley, WJ.,$eauthor. =245 10$aMartian Sandstorms and Their Effects on the 1975 Viking Lander System /$cWJ. Maegley, DP. Diederich. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aA model of a Martian sandstorm has been derived from presently available data. The erosional effects of such a storm on the Viking lander were determined by test, and modifications involving the application of silicone-based protective material were made to insure lander survivability over the planned 60-day mission. Material eroded by windblown sand is expected to provide a source of contaminant for the soil samples used in the organic analysis experiment. Results of analyses predicting the level of such contamination indicate that soil sample contaminant concentration will be below the acceptable maximum. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aErosion. =650 \0$aSaltation. =650 \0$aMars probes. =650 \0$aAbrasion tests. =650 \0$aSpacecraft landing. =650 \0$aSand. =650 \0$aSandstone. =650 14$aParticulate contamination. =650 24$aMars probes. =650 24$aSpacecraft landing. =650 24$aSand. =650 24$aSaltation. =650 24$aErosion. =650 24$aAbrasion tests. =650 24$aAbrasion resistant coatings. =700 1\$aDiederich, DP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10179J.htm =LDR 03078nab a2200613 i 4500 =001 JTE12374J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12374J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12374J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aEl-Saied Essa, Y.,$eauthor. =245 10$aExperimental Study of the Strain Rate and Temperature Effects on the Mechanical Behavior of a Magnesium-Silicon Carbide Composite /$cY. El-Saied Essa, J. Fernández-Sáez, JL. Pérez-Castellanos. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThe effects of strain rate and temperature on the mechanical behavior of a magnesium alloy (ZC71) and its corresponding composite reinforced with SiC particles are investigated. The experimental procedures of testing at high strain rate and different temperatures are described. The tensile stress-strain responses of both the base and the reinforced materials were found to depend on the applied strain rate (0.003 <= ? <= 700 s-1), the test temperature (-150 <= T <= 200°C) and the presence of reinforcement. Comparative results are presented in terms of the main mechanical parameters, and quantitative conclusions are obtained of the influence of temperature and strain rate, using quasistatic and dynamic tests, on the mechanical behavior of these materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImpact. =650 \0$aComposite. =650 \0$aStrain rate. =650 \0$aTemperature. =650 \0$aSiC particles. =650 \0$aMagnesium alloy. =650 \0$aMechanical behavior. =650 \0$aElectrical and Electronic Engineering. =650 \0$aMechanical Engineering. =650 \0$aCivil Engineering. =650 14$aSiC particles. =650 24$aMechanical behavior. =650 24$aMagnesium alloy. =650 24$aComposite. =650 24$aStrain rate. =650 24$aImpact. =650 24$aTemperature. =700 1\$aFernández-Sáez, J.,$eauthor. =700 1\$aPérez-Castellanos, JL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12374J.htm =LDR 03207nab a2200577 i 4500 =001 JTE12375J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12375J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12375J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aPandian, NS.,$eauthor. =245 14$aThe Pozzolanic Effect of Fly Ash on the California Bearing Ratio Behavior of Black Cotton Soil /$cNS. Pandian, KC. Krishna. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThermal power stations that use pulverized coal as fuel generate large quantities of fly ash, resulting in environmental and disposal problems. Increasing demand for power leads to a greater use of coal and hence a further increase in the quantity of fly ash. These problems can be solved if the fly ash is put to use in an environmentally friendly way. Among the various uses for fly ash, the most massive and effective use is in geotechnical engineering applications. The study of fly ash and its interaction with soil is a must towards this goal. In the present investigation, an attempt has been made to study the engineering properties of fly ash-black cotton (BC) soil mixes with special reference to their use as sub-base materials in pavement construction. The study aims to understand the effect of fly ash on the California bearing ratio (CBR) of BC soil. The CBR variation is observed to depend upon the particle size distribution and pozzolanic nature of fly ash. The study indicates that addition of fly ash increases the CBR of BC soil significantly. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCuring. =650 \0$aFly ash. =650 \0$aCompaction. =650 \0$aBlack cotton soil. =650 \0$aPozzolanic reaction. =650 \0$aCalifornia bearing ratio. =650 \0$aElectrical and Electronic Engineering. =650 \0$aMechanical Engineering. =650 \0$aCivil Engineering. =650 14$aCalifornia bearing ratio. =650 24$aFly ash. =650 24$aBlack cotton soil. =650 24$aCompaction. =650 24$aPozzolanic reaction. =650 24$aCuring. =700 1\$aKrishna, KC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12375J.htm =LDR 03621nab a2200541 i 4500 =001 JTE12371J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12371J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12371J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA405 =082 04$a620.1/12$223 =100 1\$aKapoor, K.,$eauthor. =245 10$aInfluence of Crystallographic Texture on X-ray Residual Stress Measurement for Ti-3wt% Al-2 Vwt% Tube Material /$cK. Kapoor, D. Lahiri, SV. Ramana Rao, T. Sanyal, BP. Kashyap. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aSome inaccuracies are possible during the near-surface residual stress measurement of textured material by X-ray diffraction using the standard multiexposure technique. Diffraction intensities depend on factors like inclination of the sample, the rotation of the beam, and the position of detectors. Low intensity due to texture can result in increased percentage error observed stress values. Anisotropy of elastic constants in textured materials can further increase the errors in measured stress. In the present study, the effect of texture on residual stress has been studied for seamless Ti-3wt%Al-2Vwt% tubes, in pilgered and annealed conditions, by superimposing the residual stress measurements on the pole figure obtained by texture measurement. A general approach has been developed for accurate determination of the stress tensor in textured material. This consists of the selection of inclinations giving rise to high intensity peak, the selection of rotation angles symmetric to the pole figure to get similar intensity from both the detectors (where this is not possible one detector with low intensity is shut off), and the calculation of the bulk X-ray elastic constants using the single crystal elastic data and texture. Cold worked Ti-3wt%Al-2Vwt% tubes had the highest stress along the rolling direction and that is compressive in nature. The principal residual stresses in the pilgered tubes were along the rolling and transverse directions, and annealing leads to reduction and reorientation of the stresses. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTexture. =650 \0$aElastic constants. =650 \0$aElasticproperties. =650 \0$aResidualstress. =650 \0$aX-ray Residual Stress. =650 14$aX-ray residual stress. =650 24$aTexture. =650 24$aTi-3Al-2V. =650 24$aElastic constants. =700 1\$aLahiri, D.,$eauthor. =700 1\$aRamana Rao, SV.,$eauthor. =700 1\$aSanyal, T.,$eauthor. =700 1\$aKashyap, BP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12371J.htm =LDR 03251nab a2200517 i 4500 =001 JTE12379J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12379J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12379J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC100 =082 04$a620.1/66$223 =100 1\$aMa, L.,$eauthor. =245 10$aFinite-Element Modeling and Experimental Comparisons of the Effects of Deformable Ball Indenters on Rockwell B Hardness Tests /$cL. Ma, SR. Low, J. Song. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aSignificant differences occur in Rockwell B hardness (HRB) tests depending on whether the 1.588 mm diameter ball indenter that is used is made of steel or of tungsten carbide (WC). It is important to study and assess the effect of different indenter materials on the HRB tests since the Rockwell hardness test method standards, published by ASTM International and the International Organization for Standardization, now permit the use of either steel or tungsten carbide ball indenters. In this paper, finite-element analysis (FEA) is used to simulate the HRB indentation process using steel and WC ball indenters on the same test materials under the same testing conditions. The influence of the deformable steel and WC indenters on the HRB tests is analyzed by comparing their FEA results with those of a simulated nondeformable rigid indenter. The contact pressure, stress, strain, and deformations of both the indenters and the tested materials during the loading and unloading period are analyzed. The FEA simulation results show that the HRB difference between steel and WC ball indenters is about 0.4 HRB for 40-78 HRB levels, but increases to 0.56 HRB at the 23 HRB level. The FEA simulation results agree with experimental HRB results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIndentation. =650 \0$aContact deformation. =650 \0$aMetals$xTesting. =650 \0$aRockwell hardness. =650 \0$aFinite-element analysis. =650 14$aContact deformation. =650 24$aFinite-element analysis. =650 24$aIndentation. =650 24$aRockwell hardness. =700 1\$aLow, SR.,$eauthor. =700 1\$aSong, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12379J.htm =LDR 03346nab a2200649 i 4500 =001 JTE12372J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12372J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12372J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRD73.G5 =082 04$a617.0028$223 =100 1\$aChaput, MP.,$eauthor. =245 12$aA Method for Assessing the Durability of Medical Examination Gloves /$cMP. Chaput, JC. Teixeira, WS. Boivin, LN. Kerr, SA. Mailhot, LG. O'Malley. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aA method was developed to test the durability of medical examination gloves. Target failure rate ranges were established for the method by analysis of published failure rates for gloves tested after clinical use. The method consists of two parts: a Simulated Donning Test Procedure and a Shaker Table Abrasion Procedure. FDA water leak testing was performed to detect defects after stressing the gloves. In the donning procedure, a donning apparatus is used to simulate the stresses of donning medical gloves. In the abrasion procedure, a hand phantom is placed inside the glove; the glove is placed into a Fleaker™ beaker containing an abrasive material; and a shaker table agitates the setup and stresses the glove. Failure rates were 4 % for vinyl gloves and 0 % for latex gloves after simulated donning alone and 41 % for vinyl and 11 % for latex after combined donning and abrasion testing. The measured failure rates were within the established target rate ranges. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLatex. =650 \0$aVinyl. =650 \0$aAbrasion. =650 \0$aDurability. =650 \0$aDonning method. =650 \0$aMedical gloves. =650 \0$aDisposable medical devices$xEffectiveness. =650 \0$aGloves$xEffectiveness. =650 \0$aSurgical gloves$xCost effectiveness. =650 \0$aSurgical gloves$xEffectiveness. =650 \0$aGloves, Protective. =650 14$aMedical gloves. =650 24$aVinyl. =650 24$aLatex. =650 24$aDurability. =650 24$aDonning method. =650 24$aAbrasion. =700 1\$aTeixeira, JC.,$eauthor. =700 1\$aBoivin, WS.,$eauthor. =700 1\$aKerr, LN.,$eauthor. =700 1\$aMailhot, SA.,$eauthor. =700 1\$aO'Malley, LG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12372J.htm =LDR 03743nab a2200541 i 4500 =001 JTE12373J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12373J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12373J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8/5$223 =100 1\$aCho, Y-H,$eauthor. =245 10$aDesign and Performance of the HEART Wheel Load Simulator /$cY-H Cho, K. Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aRutting of hot mixed asphalt (HMA) pavement has been considered a major pavement problem in many countries. Many researchers have tried to predict rutting or permanent deformation in the laboratory. Wheel-tracking devices have been used to evaluate rutting resistance from laboratory testing of HMA over the past several decades. Several studies showed high correlation of pavement performance between the highway and the laboratory results by wheel-tracking tests. Various wheel-tracking devices are available with different testing conditions, like variable temperature and loading conditions. Existing wheel-tracking devices developed by different institutes have some shortcomings such as nonlinear loading speed on the test specimen, fixed wheel path, impossibility of simulating underlayer effects, and so on. Therefore, the HEART Wheel Load Simulator (HWLS) was developed to improve the results the pavement engineers needs. The HWLS is capable of testing various thickness specimens, 50-700 mm, estimate rutting performance by both shear failure and further compaction of pavement substructure, and observe realistic rutting patterns by changing the wheel path using random variables or scattering. In addition, the HWLS has a linear loading speed capability using an oil compressor. Linear kneading compaction was added as an additional function so that it can be used to study rutting behavior under various compaction efforts, especially for conventional flexible pavement. This paper covers an outline of HWLS, calibration of the device, comparison of HWLS with existing wheel-tracking devices, and different behaviors of rutting resistance of typical HMA concrete under lateral distribution of traffic loading. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTraffic load. =650 \0$aAsphalt concrete. =650 \0$aWheel-tracking device. =650 \0$aAsphalt$xAdditives. =650 \0$aAsphalt emulsion mixtures. =650 \0$aPavements, Asphalt$xDesign and construction. =650 \0$aRutting. =650 14$aHEART Wheel Load Simulator (HWLS) =650 24$aWheel-tracking device. =650 24$aRutting. =650 24$aTraffic load. =650 24$aAsphalt concrete. =700 1\$aLee, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12373J.htm =LDR 03349nab a2200589 i 4500 =001 JTE12377J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12377J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12377J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTG305 =082 04$a625.7 s$223 =100 1\$aMcNulty, P.,$eauthor. =245 10$aTesting of Bridge Weigh-In-Motion System in a Sub-Arctic Climate /$cP. McNulty, EJ. O'Brien. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aSystems for weighing vehicles while they are in motion are in widespread use in many countries. The accuracy of these weigh-in-motion (WIM) systems is strongly influenced by the road profile and vehicle dynamics. Systems based on sensors that are embedded in the pavement or placed on top of the road surface can measure the axle load only for the fraction of a second for which the wheels are present on the sensor. An alternative to pavement WIM systems that increases the length of the load-sensitive element is to use an existing bridge as a weighing scale (Bridge WIM). A major test of a Bridge WIM system at a test site near the Arctic Circle is described in this paper. The test was conducted along-side a larger test of pavement WIM systems. A large number of trucks from random traffic were weighed statically and the results compared to those from the Bridge WIM system. The accuracy of the system is assessed in accordance with the COST 323 WIM specification, which provides a standardized method of accuracy classification. The Bridge WIM system is proven to perform satisfactorily and consistently for a wide range of temperatures in near-Arctic climatic conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBridges. =650 \0$aArctic climate. =650 \0$aData collection. =650 \0$aWeigh-in-motion. =650 \0$aRoads and highways. =650 \0$aSite investigation. =650 \0$aBridges$xUnited States$xEvaluation. =650 \0$aBridges$xLive loads$zUnited States. =650 \0$aBridges$xEvaluation. =650 \0$aBridges$xLive loads. =650 14$aBridges. =650 24$aRoads and highways. =650 24$aSite investigation. =650 24$aWeigh-in-motion. =650 24$aData collection. =650 24$aArctic climate. =700 1\$aO'Brien, EJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12377J.htm =LDR 03595nab a2200553 i 4500 =001 JTE12378J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12378J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12378J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.8/5$223 =100 1\$aWen, H.,$eauthor. =245 10$aInvestigation of Effects of Testing Methods on Characterization of Asphalt Concrete /$cH. Wen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aA variety of testing methods are employed by researchers to characterize the fatigue performance of asphalt concrete. These testing methods need to be evaluated based on their performance to characterize the fundamental properties and field performance of mixtures. In this study, the indirect tensile tests and the uniaxial tests were investigated. The indirect tensile creep tests and the uniaxial tensile creep tests were performed on a North Carolina mix to study the characterization of the fundamental properties and on WesTrack mixes to study the characterization of field performance. It was found that that the values of creep compliance from the indirect tensile creep and the unaxial tensile creep tests on North Carolina mix cannot be compared favorably. Fracture energies from the indirect tensile strength tests on WesTrack mixes highly correlate with the field performances, while those from uniaxial direct tension tests did not match field performances. It is believed that anisotropicity could be the cause of differences in performance of the two test methods. It is disconcerting when researchers attempt to establish a constitutive relationship between the property parameters of mixtures and laboratory fatigue life using different testing methods, without knowing if the laboratory fatigue life from these testing methods really reflects field performance. Further research is needed to obtain a better understanding of different testing methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt concrete. =650 \0$aCreep compliance. =650 \0$aTensile strength. =650 \0$aIndirect tensile test. =650 \0$aWork potential theory. =650 \0$aPavements, Asphalt concrete$xTesting. =650 \0$aPavements, Asphalt$xDesign and construction. =650 \0$aPavements, Asphalt$xTesting. =650 14$aUniaxial direct tension test. =650 24$aIndirect tensile test. =650 24$aCreep compliance. =650 24$aTensile strength. =650 24$aWork potential theory. =650 24$aAsphalt concrete. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12378J.htm =LDR 02937nab a2200697 i 4500 =001 JTE12376J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12376J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12376J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH9446.5.P45 =082 04$a628.9/222$223 =100 1\$aNewton, B.,$eauthor. =245 10$aEvaluation of the Ignition Susceptibility of Plastics in Nitrogen Trifluoride (NF3) by Autogenous Ignition Testing /$cB. Newton, T. Jacksier, H. Beeson, J. Stradling, G. Odom. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThis paper presents the development of a test system to evaluate the ignition susceptibility of several common plastics in nitrogen trifluoride (NF3) as compared to gaseous oxygen. A test system was developed to allow for measurement of the autogenous ignition temperature (AIT) in both gaseous oxygen and NF3. The autogenous ignition temperatures of Kel-F® 81 PCTFE, Neoflon® PCTFE5, Teflon® PTFE, Nylon 101, PVDF, and PVC were determined in gaseous NF3 and in gaseous oxygen. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOxygen. =650 \0$aNeoflon. =650 \0$aFluorine. =650 \0$aKel-F 81. =650 \0$aFlammability. =650 \0$aAutogenous ignition. =650 \0$aNitrogen trifluoride. =650 \0$aPlastics$xFlammability$vHandbooks, manuals, etc. =650 \0$aPlastics$xFlammability. =650 14$aNF3. =650 24$aNitrogen trifluoride. =650 24$aOxygen. =650 24$aFluorine. =650 24$aFlammability. =650 24$aAutogenous ignition. =650 24$aKel-F 81. =650 24$aNeoflon. =650 24$aPCTFE. =650 24$aPTFE. =650 24$aNylon 101. =650 24$aPVDF. =650 24$aPVC. =700 1\$aJacksier, T.,$eauthor. =700 1\$aBeeson, H.,$eauthor. =700 1\$aStradling, J.,$eauthor. =700 1\$aOdom, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12376J.htm =LDR 02990nab a2200577 i 4500 =001 JTE12380J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12380J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12380J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS227 =082 04$a671.5$223 =100 1\$aJiang, J.,$eauthor. =245 10$aNovel Detection of Welding Seam Parameters Based on Active Infrared Technology /$cJ. Jiang, G. Ding, G. Yan, T. Chen, X. Gan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aHow to rapidly and with high precision detect various parameters of welding seams, such as the width, length, and offset is a significant challenge. This article first studies the microstructures and chemical components of welding seams. Then we discuss the effects of different microstructures and chemical components on active infrared images. Through theoretical and experimental analyses, it is well known that active infrared technology can be applied in the investigation of welding seams. Through the adaptive lifting discrete wavelet transform and the simple algorithm of iterative segment, various parameters of welding seams are established. The method put forth in the article is rapid, of high precision, on-line in real time. The precision is up to 0.1 mm. It takes only 0.02 s to segment an active infrared image on a P-III 700 personal computer. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aReal time. =650 \0$aWelding seams. =650 \0$aInfrared image. =650 \0$aWelding. =650 \0$aMetallurgy. =650 \0$aNondestructive testing. =650 \0$aWelding$xStandards. =650 14$aWelding seams. =650 24$aActive infrared technology. =650 24$aInfrared image. =650 24$aDiscrete wavelet transform (DWT) =650 24$aReal time. =700 1\$aDing, G.,$eauthor. =700 1\$aYan, G.,$eauthor. =700 1\$aChen, T.,$eauthor. =700 1\$aGan, X.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12380J.htm =LDR 03971nab a2200601 i 4500 =001 JTE12381J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12381J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12381J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTG326 =082 04$a624/.252$223 =100 1\$aAmin, AFMS,$eauthor. =245 10$aMeasurement of Lateral Deformation in Natural and High Damping Rubbers in Large Deformation Uniaxial Tests /$cAFMS Amin, MS. Alam, Y. Okui. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aIn testing the mechanical behavior of rubbers, the incompressibility assumption is used to predict the deformed cross section under loading and thereby to calculate the true stress. There are, however, cases where rubbers can undergo considerable volumetric deformation in large strain experiments. Microstructural investigation through a scanning electron microscope was carried out on a void-filled natural rubber specimen to clarify the effect of voids on the compressibility feature. The microstructure of the natural rubber was observed qualitatively and quantitatively in uniaxial tension and compared to the microstructure in the underformed condition. The existence of the compressibility feature in the void-filled rubber was confirmed from a microstructural viewpoint. The findings indicate the necessity of accurate measurement of the deformed cross section in mechanical tests to obtain the true stress. To this end, an experimental setup capable of measuring the deformed cross section of the rubber specimens subjected to large uniaxial compression is proposed. To do this, the accuracy of laser beams is used for measurement of distance and a mechanical jig is developed to synchronize the movement of the laser transducer with the vertical crosshead of the load cell of a computer-controlled servohydraulic testing machine. Thus the constraints associated with conventional strain gages in measuring large strains are overcome. Finally, two natural rubber specimens and one high damping rubber specimen were tested in the proposed setup to display the adequacy of the developed device in measuring lateral deformation of rubber-like highly deformable solids in large strain uniaxial testing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aUniaxial test. =650 \0$aNatural rubber. =650 \0$aIncompressibility. =650 \0$aLarge deformation. =650 \0$aHigh damping rubber. =650 \0$aDynamic testing. =650 \0$aRubber bearings$xTesting. =650 \0$aSeismic waves$xDamping. =650 \0$aEnergy dissipation. =650 14$aIncompressibility. =650 24$aLarge deformation. =650 24$aVoid-filled microstructure. =650 24$aLateral deformation measurement. =650 24$aUniaxial test. =650 24$aNatural rubber. =650 24$aHigh damping rubber. =700 1\$aAlam, MS.,$eauthor. =700 1\$aOkui, Y.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12381J.htm =LDR 03518nab a2200529 i 4500 =001 JTE102064 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102064$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102064$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.85$223 =100 1\$aHuang, Likui,$eauthor. =245 10$aEvaluation of Semicircular Bending Test for Determining Tensile Strength and Stiffness Modulus of Asphalt Mixtures /$cLikui Huang, Keming Cao, Menglan Zeng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThe semicircular bending (SCB) test has been shown to possess several advantages over other tests in characterizing asphalt mixtures in previous studies. This research study evaluates the SCB test for determining the tensile strength and stiffness modulus of the paving material with numerical simulation and laboratory experimentation. An analytical model describing the tensile stress at the middle point of the lower surface of the specimen in the SCB test was developed based on the plane assumption in mechanics of materials. Analysis using the finite element method indicated that the error induced by the model was within 2 %. Laboratory experiment carried out on three types of asphalt mixtures at various temperatures showed that the strength of the material by the SCB test was nearly 50 % higher on average than that by the flexural beam bending (FBB) test due to such factors as complexities in stress and strain states as well as nonlinearity and viscoelasticity of the material. Laboratory experiment also showed that the stiffness moduli for 10-40 % of maximum load from the FBB test and from the SCB test were in a well-defined linear relationship with differences less than 10 %. In addition, based on finite element analysis, a practical approach for determining stiffness modulus of asphalt mixtures using deflection at the middle point of the lower surface of the specimen in the SCB test was established. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt mixture. =650 \0$aTensile strength. =650 \0$aStiffness modulus. =650 \0$aAsphalt concrete$xMechanical properties. =650 \0$aAsphalt concrete$xTesting. =650 14$aAsphalt mixture. =650 24$aTensile strength. =650 24$aStiffness modulus. =650 24$aFlexural beam bending test. =650 24$aSemicircular bending test. =700 1\$aCao, Keming,$eauthor. =700 1\$aZeng, Menglan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102064.htm =LDR 02777nab a2200469 i 4500 =001 JTE101943 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101943$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101943$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN690 =082 04$a669.9/5/0282$223 =100 1\$aMelcher, Ryan J.,$eauthor. =245 10$aEvaluating the Onset of Tearing in Elastic-Plastic Fracture Toughness Testing Using In Situ Optical Microscopy /$cRyan J. Melcher. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aFracture toughness, in the sense of material resistance to ductile tearing from an initial sharp defect, is a common metric for structural integrity assessments of engineering components. While standardized test methods are well-suited for repeatable estimation of this metric, physical observation of crack-tip opening displacement (CTOD) and tearing may provide a supplemental means of evaluating the onset of tearing with greater accuracy in ductile materials. In contrast to previously documented methods of physical CTOD measurement, in situ optical microscopy on standard sidegrooved fracture toughness specimens presents an easily implemented, cost-effective tool for observing tearing onset. As an additional benefit, quantitative measurements of CTOD from in situ optical microscopy also provide a means of cross-checking standard J-integral results as determined from load-displacement test data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture toughness. =650 \0$aOptical microscopy. =650 \0$aMetallography. =650 \0$aSteel$xMetallography. =650 14$aFracture toughness. =650 24$aCrack-tip opening displacement. =650 24$aOptical microscopy. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101943.htm =LDR 03443nab a2200493 i 4500 =001 JTE101875 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101875$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101875$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.35 =082 04$a620.1/1278$223 =100 1\$aAkbari, Reza,$eauthor. =245 10$aEvaluation of the Shear Modulus of Elastomeric Bridge Bearings Using Modal Data /$cReza Akbari, Shahrokh Maalek. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b37 =520 3\$aThe current methods for the determination of the shear modulus for elastomeric bearings consist of the testing on a rather small part of the specimen cut from the manufactured bearing. Hence, such tests are destructive and at the same time, may not essentially represent the corresponding properties of the full size specimen with sufficient accuracy, due to the so-called "size effects." Here, a modal-based nondestructive test method has been proposed which requires a rather simple modal testing apparatus and can be applied to find some important dynamic characteristics of the elastomeric bearings as well as its shear modulus. After the derivation of the dynamic characteristics of the specimens from modal analysis, the shear modulus has been obtained from modal analysis in conjunction with finite element analysis with different material properties that requires a series of finite element analyses based on a simple trial and error procedure. Four test specimens have been used and several tests have been carried out on each. Two of the test specimens were new elestomeric bearings and the other two were used bearings which have been in service for 35 years. The results demonstrate that the proposed method is a suitable manner in which important characteristics of the elastomeric bearings can be quantitatively obtained. Comparison of the results obtained from this method and conventional tests by ASTM have been discussed and some comments have been given on the results of tests on the new and old specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShear modulus. =650 \0$aNondestructive test. =650 \0$aNondestructive testing. =650 \0$aModal analysis. =650 14$aModal analysis. =650 24$aElastomeric bridge bearing. =650 24$aNondestructive test. =650 24$aShear modulus. =700 1\$aMaalek, Shahrokh,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101875.htm =LDR 03311nab a2200625 i 4500 =001 JTE102005 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102005$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102005$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE251.5 =082 04$a625.850287$223 =100 1\$aMúcka, Peter,$eauthor. =245 10$aSensitivity of Road Unevenness Indicators to Road Waviness /$cPeter Múcka, Oldrich Kropác. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b32 =520 3\$aCurrently used single-number indicators of longitudinal road unevenness suffer from their nonuniqueness due to the ignorance of waviness, which is the measure of wavelength distribution in road profile spectrum. Six single-number unevenness indicators were taken into account, viz. unevenness index, straightedge index, International Roughness Index for two velocities (80 and 120 km/h), spectral evenness index, and equivalent unevenness index. A simulation study was conducted, in which the waviness varied in the range from w = 1.5 to 3.5. In addition two representative road vehicles, a personal car and a truck, and three different travel speeds v = 60, 90, and 120 km/h were considered. The ranges of ten different vibration responses were established and related to the reference. The lowest sensitivity to varying waviness has been found for an equivalent unevenness index, which is the standard unevenness index multiplied by a correction factor accounting for the influence of waviness, and for IRI estimated for v = 120 km/h. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWaviness. =650 \0$aVibration. =650 \0$aRoad profile. =650 \0$aHalf-car model. =650 \0$aRoad roughness. =650 \0$aUnevenness index. =650 \0$aStraightedge index. =650 \0$aPower spectral density. =650 \0$aRoads$xRiding qualities$xResearch. =650 \0$aPavements$xPerformance$xResearch. =650 14$aRoad profile. =650 24$aRoad roughness. =650 24$aPower spectral density. =650 24$aUnevenness index. =650 24$aWaviness. =650 24$aInternational Roughness Index. =650 24$aStraightedge index. =650 24$aVibration. =650 24$aHalf-car model. =700 1\$aKropác, Oldrich,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102005.htm =LDR 02520nab a2200517 i 4500 =001 JTE101714 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101714$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101714$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP785 =082 04$a666/.05$223 =100 1\$aFett, T.,$eauthor. =245 10$av-K Curves from Lifetime Tests with Reloaded Survivals /$cT. Fett, M. Riva, M. J. Hoffmann, R. Oberacker. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aLifetime tests under static load are often carried out in order to determine the relation v(K) of subcritical crack growth. Depending on the scatter behavior of the most serious cracks in a specimen, a number of specimens will not fracture within a certain maximum lifetime limit. In order to get additional information on subcritical crack growth behavior, the authors recommend performing lifetime tests at an increased load level. An appropriate procedure for the evaluation of such tests is proposed and applied to static lifetime measurements on SiAlON in distilled water. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSurvivals. =650 \0$aSubcritical crack growth. =650 \0$aCeramics. =650 \0$aLifetime tests. =650 14$aCeramics. =650 24$aLifetime tests. =650 24$aSubcritical crack growth. =650 24$aSurvivals. =700 1\$aRiva, M.,$eauthor. =700 1\$aHoffmann, M. J.,$eauthor. =700 1\$aOberacker, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101714.htm =LDR 03901nab a2200553 i 4500 =001 JTE101923 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101923$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101923$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA654 =082 04$a627.06212$223 =100 1\$aKumar, M. Suneel,$eauthor. =245 12$aA Novel Setup for Testing of Ship Deck Stiffened Panels under Axial and Lateral Loads /$cM. Suneel Kumar, P. Alagusundaramoorthy, R. Sundaravadivelu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aA novel setup for testing of stiffened panels in ship decks subjected to axial and lateral loads is developed in the Department of Ocean Engineering, IITMadras. The entire setup consists of self-straining test rig, imperfection measuring device, displacement controlled hydraulic jacks, rigid grillage, inflatable air balloon with and without opening, and a data acquisition system. The fabricated deformable test rig replicates similar boundary conditions along the loaded and unloaded edges of stiffened panels in between transverse stiffeners of a ship deck. An imperfection measuring device located on the test rig is designed and fabricated to measure geometrical initial imperfections on the plate and stiffener. A unique displacement controlled twin hydraulic jack system is developed to apply axial load on the panel. A rigid grillage connected to the bottom of the test rig to act as reactive support for the application of lateral load on the panel is fabricated by performing static nonlinear analysis using ANSYS. An inflatable air balloon with and without opening is fabricated to simulate constant cargo (lateral) load acting on the panels. The applied axial load and produced axial deformation measured by load cells and LVDT, respectively, is plotted simultaneously while testing using an integrated data acquisition system. Nonlinear finite element analysis of tested specimens is performed using ANSYS to compare the ultimate load obtained from experiments. A close agreement between the experimental data and finite element analysis results indicates realistic simulation of truly combined axial and lateral loads with deformable supports acting on stiffened panels as in ship decks achieved in the laboratory and numerically. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTest rig. =650 \0$aUltimate load. =650 \0$aStiffened panel. =650 \0$aInflatable air balloon. =650 \0$aMeasuring instruments. =650 \0$aElectrical measurement. =650 14$aDisplacement controlled jacks. =650 24$aImperfection measuring device. =650 24$aInflatable air balloon. =650 24$aStiffened panel. =650 24$aTest rig. =650 24$aUltimate load. =700 1\$aAlagusundaramoorthy, P.,$eauthor. =700 1\$aSundaravadivelu, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101923.htm =LDR 03808nab a2200589 i 4500 =001 JTE101834 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101834$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101834$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC189 =082 04$a541.341$223 =100 1\$aXiao, Feipeng,$eauthor. =245 10$aEffects of Binders on Resilient Modulus of Rubberized Mixtures Containing RAP Using Artificial Neural Network Approach /$cFeipeng Xiao, Serji N. Amirkhanian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThe prediction of the resilient modulus values of rubberized mixtures containing reclaimed asphalt pavement (RAP) materials involves a number of interacting factors or engineering parameters (variables) and is a very complex issue. Artificial neural networks (ANN) are useful tools in place of conventional physical models for analyzing complex relationships involving multiple variables and have been successfully used in many civil engineering applications. The objective of this study was to develop a series of ANN models to simulate the resilient modulus of rubberized mixtures (ambient and cryogenic rubbers) at 5, 25, and 40°C using seven input variables including material components such as rubber and RAP percentages as well as the rheological properties of modified binders (i.e., viscosity, G*sin ?, stiffness, and m-values). The sensitivity analysis and important index of each variable were performed in this study. The results indicated that ANN-based models are more effective than the regression models and can easily be implemented in a spreadsheet, thus making it easy to apply. In addition, the validation analysis of the models showed that ANN-based models might be used for other types of mixtures. Moreover, the results of the sensitivity analysis and important index of input variables in ANN models also indicated that the rheological properties of asphalt binders can be employed to predict the resilient modulus values effectively at various testing temperatures. The validation of the model also illustrates that the developed ANN can be used to predict the resilient modulus values from other research projects. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aG* sin ?. =650 \0$aM-values. =650 \0$aStiffness. =650 \0$aImportant index. =650 \0$aSensitivity analysis. =650 \0$aViscosity. =650 \0$aResilient modulus. =650 14$aResilient modulus. =650 24$aArtificial neural networks. =650 24$aViscosity. =650 24$aG* sin ?. =650 24$aStiffness. =650 24$aM-values. =650 24$aSensitivity analysis. =650 24$aImportant index. =650 24$aRAP. =700 1\$aAmirkhanian, Serji N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101834.htm =LDR 03544nab a2200601 i 4500 =001 JTE102109 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102109$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102109$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQR82.B23 =082 04$a589.9/5$223 =100 1\$aHancock, Bruno C.,$eauthor. =245 10$aIndentation Measurements on Compacted Pharmaceutical Powders :$bEstablishing the Sources of Variation in White Light Interferometer Dent Measurements /$cBruno C. Hancock, Glenn T. Carlson, Beth A. Langdon, Dauda D. Ladipo, Matthew P. Mullarney, Kim E. Vukovinsky. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aIndentation measurements are commonly used to determine the mechanical properties of pharmaceutical compacts. Specifically, they are used to assess their resistance to plastic deformation and to help predict tablet properties. To date there has been little research reported aimed at understanding the variation associated with these types of measurements. In this work experiments were conducted to identify and, where possible, quantify the sources of variation for dent measurements on pharmaceutical excipient compacts using a white light interferometer. Statistical analyses of the results revealed that operator-to-operator and sample-to-sample variability each accounted for approximately 2.5 % of the total variability, whereas the intrinsic error of the experimental test procedure was about 10 % of the total variability. The remaining variability was due to known differences in the material properties or test conditions. The capability of the dent dimension measurements was determined to be approximately 8 % of the mean value, and thus it was possible to quantify the discriminating power of this type of compact mechanical property measurement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSucrose. =650 \0$aMannitol. =650 \0$aReproducibility. =650 \0$aCompact repeatability. =650 \0$aIndentation dent hardness. =650 \0$aLactose. =650 \0$aLactose$xmetabolism. =650 14$aIndentation dent hardness. =650 24$aCompact repeatability. =650 24$aReproducibility. =650 24$aLactose. =650 24$aMannitol. =650 24$aSucrose. =700 1\$aCarlson, Glenn T.,$eauthor. =700 1\$aLangdon, Beth A.,$eauthor. =700 1\$aLadipo, Dauda D.,$eauthor. =700 1\$aMullarney, Matthew P.,$eauthor. =700 1\$aVukovinsky, Kim E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102109.htm =LDR 03416nab a2200517 i 4500 =001 JTE101668 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101668$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101668$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA406 =082 04$a620.1123$223 =100 1\$aMerah, Nesar,$eauthor. =245 10$aExperimental and Numerical Determination of Mixed Mode Crack Extension Angle /$cNesar Merah, Jafar Albinmousa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aCrack initiation angles for mixed mode fracture are measured and predicted using photoelastic and finite element techniques. Different crack inclination angles (0°, 10°, 20°, 30°, and 40°) are considered. The Schroedl and Smith method is used for estimating pure opening mode I stress intensity factor. On the other hand, the Sanford and Dally method is used to estimate stress intensity factors in mixed mode (I and II). The Smith and Smith method for estimating mixed mode SIF is also examined. In addition, the ANSYS finite element code is employed to estimate the pure and mixed mode SIF numerically. The estimated values of the SIF from both finite element analysis and photoelasticity are incorporated into six criteria for crack initiation angle prediction. The applicability of the crack initiation criteria such as maximum tangential stress (MTS), minimum strain energy density (S), maximum dilatational strain (T), maximum triaxial stress (M), modified MTS (MMTS), (R) criterion, and fringe symmetry axis method (FSAM) are investigated. An experimental setup is used to measure the initiation angles at different crack inclinations. The measured crack initiation angles are used to validate the predicted values. The results showed that the initiation angles estimated by different criteria using SIFs determined experimentally and numerically compared well with the measured ones, especially at higher inclination angles. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMixed mode. =650 \0$aCrack initiation angle. =650 \0$aCrack initiation criteria. =650 \0$aPhotoelasticity. =650 \0$aFinite element. =650 14$aPhotoelasticity. =650 24$aFinite element. =650 24$aMixed mode. =650 24$aCrack initiation angle. =650 24$aCrack initiation criteria. =700 1\$aAlbinmousa, Jafar,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101668.htm =LDR 03773nab a2200541 i 4500 =001 JTE101929 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101929$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101929$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD75.4.C34 =082 04$a621.37/2$223 =100 1\$aSchuurmans, Johan,$eauthor. =245 10$aInfluence of Strain Gage Position on the Static and Dynamic Performance of Instrumented Impact Strikers /$cJohan Schuurmans, Marc Scibetta, Enrico Lucon, Jean-Louis Puzzolante. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aThe quality and reliability of impact forces obtained from instrumented Charpy tests has been devoted considerable attention at SCK.CEN since the 1990's, in parallel to the development and qualification of advanced methodologies for the surveillance of nuclear reactor pressure vessels (Enhanced Surveillance Strategy). In this framework, careful analysis of the instrumented force/deflection traces from Charpy tests allows the defining of important parameters which can help investigate material characteristics such as flow properties, microcleavage fracture stress, crack arrest behavior and alternative characteristic (index) temperatures. While first efforts at SCK.CEN were concentrated on the optimization of the striker calibration procedure, more recently the focus has been put on the in-house development and optimization of reliable instrumented strikers with both 2 mm radius (ISO 148) and 8 mm radius (ASTM E23). Evidence was found that the position of the strain gages affects the static and dynamic performance of the newly developed strikers. Additional investigations in this direction have shown that the linearity of the strikers during static calibration improves as the gages are placed further away from the striking edge. For the ASTM design, moving the strain gages away also reduces the characteristic "tail" that is typically observed just before a ductile specimen is ejected from the anvils. Our research shows that the best striker performance is achieved when the center of the T-rosette is located at about 16 mm from the striking edge, using a top/bottom configuration. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStatic calibration. =650 \0$aDynamic performance. =650 \0$aStrain gage position. =650 \0$aCalibration. =650 \0$aInstrumented Charpy tests. =650 14$aInstrumented Charpy tests. =650 24$aInstrumented Charpy striker. =650 24$aStatic calibration. =650 24$aDynamic performance. =650 24$aStrain gage position. =700 1\$aScibetta, Marc,$eauthor. =700 1\$aLucon, Enrico,$eauthor. =700 1\$aPuzzolante, Jean-Louis,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101929.htm =LDR 02431nab a2200517 i 4500 =001 JTE102140 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102140$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102140$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA278.2 =082 04$a519.5/36$223 =100 1\$aWang, Tuo,$eauthor. =245 12$aA Simple Estimator of Errors-in-Variables Model Using Instrumental Errors Ratio /$cTuo Wang, Wenzhou Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThis paper proposes a new estimator of regression coefficient in a linear model when both variables are observed with errors. Unlike previous estimators, the new estimator fully utilizes instrumental errors ratio (k) available to the experimental researcher. When compared to other estimators, our estimator is easy to use and provides an estimate with less bias. It is also a generalization of existing methods when k takes different values. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMeasurement error. =650 \0$aInstrumental error. =650 \0$aErrors-in-variables. =650 \0$aSimple linear regression. =650 \0$aRegression analysis. =650 \0$aLinear regression. =650 14$aSimple linear regression. =650 24$aErrors-in-variables. =650 24$aMeasurement error. =650 24$aInstrumental error. =700 1\$aWang, Wenzhou,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102140.htm =LDR 02685nab a2200517 i 4500 =001 JTE102004 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102004$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102004$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.76 =082 04$a5.1$223 =100 1\$aChang, Che-Wei,$eauthor. =245 13$aAn IS Quality Measurement Using Gap and Multicriteria Decision-Making Model :$bA Case Study for Supply Chain Management System /$cChe-Wei Chang, Der-Juinn Horng, Hung-Lung Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aThis study proposes a novel method for controlling and measuring supply chain management software quality. The expert decision-making algorithm-based method offers an evaluation method that can provide information system (IS) industry decision makers or administrators with a valuable reference for evaluating the IS quality between the end user and developer. Importantly, the proposed model can provide a reference material for decision makers or administrators, making it highly applicable for academic and management purposes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSoftware quality. =650 \0$asoftware$xQuality control. =650 \0$aSystem measurement. =650 14$aSystem measurement. =650 24$aSoftware quality. =650 24$aSupply chain management system. =650 24$aPerceived and expected gap. =650 24$aMulticriteria decision-making (MCDM) =650 24$aTechnique for ordering preferences by similarity to the ideal solution (TOPSIS) =700 1\$aHorng, Der-Juinn,$eauthor. =700 1\$aLin, Hung-Lung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102004.htm =LDR 03339nab a2200529 i 4500 =001 JTE101989 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101989$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101989$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE75 =082 04$a624.1/762$223 =100 1\$aVenkataramana, K.,$eauthor. =245 12$aA Critical Review of the Methodologies Employed for Determination of Tensile Strength of Fine-Grained Soils /$cK. Venkataramana, B. Hanumantha Rao, D. N. Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b35 =520 3\$aTensile strength of fine-grained soils plays a significant role in assessing their cracking characteristics, which govern their suitability as a construction material for landfill liners and covers, earthen dams, embankments, and pavements. As such, determination of this property of these soils becomes essential. In this context, various experimental techniques that have been developed by earlier researchers to determine tensile strength of fine-grained soils are worth appreciating. Based on the experimental results obtained from these studies, several empirical relationships have been proposed. However, these relationships relate tensile strength of the soil with a single parameter (i.e., suction, plasticity index, liquid limit, CEC, clay content, or water content). This necessitates: (a) critical evaluation of such relationships, and (b) development of a generalized relationship that employs multiple soil properties. With this in view, investigations were carried out on some fine-grained soils and their tensile strength was determined by conducting undrained triaxial tests and suction measurements. Details of the methodologies adopted are presented in this paper and efforts have been made to achieve the two objectives mentioned above. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTriaxial tests. =650 \0$aTensile strength. =650 \0$aFine-grained soils. =650 \0$aSuction measurements. =650 \0$aShear strength of soils$xTesting. =650 \0$aSoils$xTesting. =650 14$aFine-grained soils. =650 24$aTensile strength. =650 24$aTriaxial tests. =650 24$aSuction measurements. =700 1\$aRao, B. Hanumantha,$eauthor. =700 1\$aSingh, D. N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101989.htm =LDR 02990nab a2200541 i 4500 =001 JTE11940J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11940J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11940J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR857.O59 =082 04$a610.28/4$223 =100 1\$aManesh, AAI,$eauthor. =245 10$aApplication of Electro-Optic Sensor and Force Transducer on Leak Detection /$cAAI Manesh, MH. Swaney, R. Saunders. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThe application of the Electro-Optic Sensor and Force transducer on leak detection began with reviewing various leak testing technologies and their associated problems. Specific applications of differential pressure sensors for leak testing are discussed and the specifications of the University of Arkansas Electro-Optic Sensor and Force Transducer are explained. A design for a new differential pressure transducer based on the University of Arkansas Electro-Optic is presented. A leak tester was assembled by using a prototype of a differential pressure transducer. The performance test and calibration of the unit was accomplished by using a standard calibrated leak. The calibration results were then used to estimate the leak rate of some unknown samples. In order to reduce the ambient effect, a balance volume was attached to the reference chamber. In conclusion, a discussion of the problems and limitations is presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLeak detection. =650 \0$aForce transducer. =650 \0$aElectro-optic sensor. =650 \0$aDifferential pressure. =650 \0$aBiosensing Techniques. =650 \0$aFiber Optic Technology. =650 \0$aLaser Therapy. =650 14$aElectro-optic sensor. =650 24$aDifferential pressure. =650 24$aForce transducer. =650 24$aLeak detection. =700 1\$aSwaney, MH.,$eauthor. =700 1\$aSaunders, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11940J.htm =LDR 02697nab a2200481 i 4500 =001 JTE11936J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11936J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11936J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN752.T54 =082 04$a669/.96142$223 =100 1\$aSeyler, RJ.,$eauthor. =245 10$aTemperature Calibration of Thermomechanical Analyzers :$bPart II-An Interlaboratory Test of the Calibration Procedure /$cRJ. Seyler, CM. Earnest. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aAn interlaboratory "round robin" test study was conducted for the calibration method developed by ASTM Task Group E37.01.12, which was described in Part I of this paper. The interlaboratory test protocol was consistent with the requirements outlined in ASTM E 691, Practice for Conducting an Interlaboratory Test Program to Determine the Precision of Test Methods. The results obtained by 10 participating laboratories were used to prepare a precision and bias statement for ASTM E 1363, Test Method for Temperature Calibration of Thermomechanical Analysers. Statistical treatment of the data yielded at the 95% confidence level a repeatability limit r = 1.43904°C, a reproducibility limit R = 4.11475°C, and a bias of 0.0137°C. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInterlaboratory tests. =650 \0$aTemperature calibration. =650 \0$aMetals$xThermomechanical treatment. =650 14$aInterlaboratory tests. =650 24$aThermomechanical analyzers. =650 24$aThermomechanical analysis (TMA) =650 24$aTemperature calibration. =700 1\$aEarnest, CM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11936J.htm =LDR 02448nab a2200481 i 4500 =001 JTE11939J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11939J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11939J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC321 =082 04$a536/.2012$223 =100 1\$aSengupta, K.,$eauthor. =245 10$aMeasurement of Thermal Conductivity of Refractory Bricks by the Nonsteady State Hot-Wire Method Using Differential Platinum Resistance Thermometry /$cK. Sengupta, R. Das, G. Banerjee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aAn apparatus for measuring thermal conductivity of refractory bricks has been designed using the parallel hot-wire technique and differential platinum thermometry. The equipment has been found to be simpler and less expensive than the thermocomple-based apparatus available commercially. It has shown better reproducibility and proved its applicability for both the low- and high-density refractory types and also for temperatures up to 1250°C. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aParallel hot-wire method. =650 \0$aThermal conductivity. =650 \0$aMaterials$xThermal Properties. =650 14$aThermal conductivity tester. =650 24$aApplication of differential Pt-thermometry. =650 24$aParallel hot-wire method. =700 1\$aDas, R.,$eauthor. =700 1\$aBanerjee, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11939J.htm =LDR 02458nab a2200565 i 4500 =001 JTE11929J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11929J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11929J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aKujawski, D.,$eauthor. =245 10$aCrack Initiation and Total Fatigue Life of a Carbon Steel in Vacuum and Air /$cD. Kujawski, F. Ellyin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aFully-reversed strain-controlled test results of a carbon steel (ASTM A 516 Gr. 70) in an ambient atmosphere and in a vacuum of 0.1 mPa are compared. Vacuum data may be viewed as representing a "pure" (mechanical) fatigue damage. In the case of an air environment, the rate of fatigue damage accumulation increases due to the environmental contribution. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAir and vacuum. =650 \0$aCrack initiation. =650 \0$aRoom temperature. =650 \0$aTotal fatigue life. =650 \0$aPlastic strain energy. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aCrack initiation. =650 24$aTotal fatigue life. =650 24$aAir and vacuum. =650 24$aRoom temperature. =650 24$aStrain-controlled fatigue test. =650 24$aPlastic strain energy. =700 1\$aEllyin, F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11929J.htm =LDR 03932nab a2200613 i 4500 =001 JTE11937J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11937J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11937J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA684 =082 04$a624.1/821$223 =100 1\$aSalih, N.,$eauthor. =245 13$aAn Experimental Appraisal of the Load-Deformation Properties of A325 High-Strength Bolts /$cN. Salih, J. Smith, HM. Aktan, M. Usmen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aCurrent specifications and testing procedures of high-strength bolts are based on the results of early research performed in the late 1950s and the early 1960s using the testing technology available at that time. Within the past few decades, the development of new, advanced testing equipment and computerized data acquisition systems has brought about significantly improved capabilities for materials testing. In light of these advancements, conducting a new set of bolt tests was considered essential in appraising the load deformation properties of high-strength bolts using the new testing technology. In this study, samples of randomly obtained A325 high-strength bolts were tested in accordance with the ASTM standard test methods, utilizing a servo controlled universal testing machine and a computerized data acquisition system. This equipment differs from that used in the early research in the accuracy of the data collected and the existence of many available options for specimen loading. The new testing technology provides an easy determination of the yield point, the proof load, and ductility of the bolts. The study aimed at experimentally determining the load-deformation properties of high-strength bolts and comparing them with those generated by early research. The proof load, the yield strength, and the teasile strength obtained were much higher than the specified ASTM and AISC values. Additional studies were pursued to gain an improved understanding of the behavior of the bolts as affected by the exposed thread length in the grip. The tested bolts showed higher strength and lower ductility as the number of the thread exposed in the grip length decreased. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aProof load. =650 \0$aGrip length. =650 \0$aYield strength. =650 \0$aUltimate strength. =650 \0$aHigh-strength bolts. =650 \0$aExposed thread length. =650 \0$aSteel, Structural$xDuctility. =650 \0$aStructural design. =650 \0$aDuctility. =650 14$aHigh-strength bolts. =650 24$aProof load. =650 24$aYield strength. =650 24$aUltimate strength. =650 24$aExposed thread length. =650 24$aGrip length. =650 24$aDuctility. =700 1\$aSmith, J.,$eauthor. =700 1\$aAktan, HM.,$eauthor. =700 1\$aUsmen, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11937J.htm =LDR 03241nab a2200541 i 4500 =001 JTE11932J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11932J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11932J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA430 =082 04$a620.1/126$223 =100 1\$aBowles, CQ.,$eauthor. =245 10$aComparison of the Fracture Behavior of Conventional Class U Railway Wheels and an Experimental Alloy Wheel /$cCQ. Bowles, JR. Roland. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe fracture properties of high and low carbon Class U railway wheels were compared with an experimental low carbon alloy wheel using tensile, Charpy impact, and KIc tests on specimens cut from the circumferential and transverse directions of wheel rim. The experimental alloy design was based on results of dynamometer tests and service experience that suggested a decrease in carbon content increased fracture resistance. Additional chromium was added to the experimental alloy to maintain pearlitic microstructure, thereby maintaining wear resistance. The low carbon wheels were found to have the highest fracture toughness, which was attributed to a continuous network of grain boundary ferrite that inhibited crack growth across grains. However, impact toughness was not significantly higher. Toughness of the experimental alloy was found to be similar to the high carbon wheels. However, a limited number of toughness tests coupled with a number of nonvalid tests make toughness results tentative. It was believed that the addition of chromium to produce a nearly pearlitic structure also eliminated the continuous network of proeutectoid ferrite necessary for good toughness. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCharpy impact. =650 \0$aFerrous alloys. =650 \0$aRailroad wheels. =650 \0$aFracture toughness. =650 \0$aFractography. =650 \0$aFracture mechanics. =650 14$aFracture toughness. =650 24$aRailroad wheels. =650 24$aFerrous alloys. =650 24$aCharpy impact. =650 24$aFractography. =650 24$aEffects of microstructure on toughness. =700 1\$aRoland, JR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11932J.htm =LDR 01838nab a2200469 i 4500 =001 JTE11943J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11943J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11943J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA459 =082 04$a620.1623$223 =100 1\$aWalker, WW.,$eauthor. =245 10$aDiscussion of "Analysis of the Size Effect in Low-Load Hardness Testing of Metals," by M. Atkinson /$cWW. Walker. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIndentation. =650 \0$aLow-load region. =650 \0$aVickers hardness. =650 \0$aCorrosion and anti-corrosives. =650 \0$aAlloys$xCorrosion. =650 14$aIndentation. =650 24$aVickers hardness. =650 24$aLow-load region. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11943J.htm =LDR 03177nab a2200565 i 4500 =001 JTE11933J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11933J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11933J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aReemsnyder, HS.,$eauthor. =245 10$aResidual Stresses and Fatigue Precracking Techniques for Weldment Fracture Toughness Specimens /$cHS. Reemsnyder, HG. Pisarski, MG. Dawes. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThis article examines the ability of the local compression, stepwise high R-ratio, and reverse bend weldment fatigue precracking techniques to remove the residual stresses in the uncracked ligaments of as-welded fracture mechanics test specimens. The stepwise high R-ratio and reverse bend techniques appeared to have no significant influence on the residual stresses in the ligament. This was demonstrated by the occurrence of nonuniform fatigue cracks when these techniques were followed by the standard fatigue precracking procedures. Specimens given these treatments, and other specimens fatigue precracked using the standard procedures, showed evidence of crack closure and initial compliances that were lower than normal for these specimen geometries. In contrast, local compression reduced the residual stresses in the uncracked ligaments to low, uniform levels. This was indicated by acceptable fatigue precrack front-straightness and normal specimen compliance. Therefore, of the three precracking techniques investigated, only the local compression technique is recommended. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTesting. =650 \0$aWeldments. =650 \0$aCrack-front. =650 \0$aFracture toughness. =650 \0$aFatigue precracking. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFracture toughness. =650 24$aTesting. =650 24$aWeldments. =650 24$aFatigue precracking. =650 24$aCrack-front. =700 1\$aPisarski, HG.,$eauthor. =700 1\$aDawes, MG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11933J.htm =LDR 02993nab a2200601 i 4500 =001 JTE11941J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11941J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11941J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA646 =082 04$a624.1/71$223 =100 1\$aSingh, SP.,$eauthor. =245 10$aVibration Levels in Commercial Truck Shipments as a Function of Suspension and Payload /$cSP. Singh, J. Marcondes. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThis paper addresses the vibration levels in commercial truck shipments. Data were collected on various truck shipments in the United States over various interstate expressways. Comperisons are shown for effect of suspension, weight of shipment, and road quality. Data are presented in the form of Power Density Spectrums that can be used for simulating tests on electro-hydraulic vibration tables. These plots are composite spectrums showing the average levels observed in these studies from data collected over 16 000 km of road conditions. Specific data for a section of road condition, load configuration, and suspension used may vary from these average levels. The results of these studies were requested by the ASTM D 4728 Task Group on Random Vibration Testing of Shipping Containers, to be recommended for package testing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPayload. =650 \0$aTrailer. =650 \0$aVibration. =650 \0$aSuspension. =650 \0$aAir cushion. =650 \0$aLeaf spring. =650 \0$aPower density spectrum. =650 \0$aPiezoelectric devices. =650 \0$aStructural analysis (Engineering) =650 14$aTrailer. =650 24$aVibration. =650 24$aSuspension. =650 24$aPower density spectrum. =650 24$aAir cushion. =650 24$aLeaf spring. =650 24$aPayload. =650 24$aPiezoelectric accelerometer. =700 1\$aMarcondes, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11941J.htm =LDR 02798nab a2200541 i 4500 =001 JTE11934J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11934J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11934J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aMakabe, C.,$eauthor. =245 10$aEffects of Notch Length on the Ductile Fracture of a Center-Notched Low Carbon Steel Plate /$cC. Makabe, H. Kaneshiro. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aDuctile fracture of a thin-notched specimen deformed to plastic collapse was investigated by observing crack growth on the specimen surface. A correlation between the ductile crack growth and the initial notch length was obtained. It was found that: (1) the crack growth rate, da/d?, for the strain increment depends on the crack length, a, and the nondimensionalized crack growth rate, (da/d?)/a, is faster for short notch lengths; (2) crack opening displacement, ?, measured in the vicinity of the crack tip was also dependent on the crack length and the notch length; (3) the crack opening rate, d?/da, was inversely proportional to the crack length. Thus, the variation of crack opening displacement was found to have a good correlation with the crack growth rate. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aThin notch. =650 \0$aNotch length. =650 \0$aDuctile fracture. =650 \0$aLow carbon steel. =650 \0$aCrack growth rate. =650 \0$afracture mechanics. =650 14$aDuctile fracture. =650 24$aThin notch. =650 24$aNotch length. =650 24$aCrack growth rate. =650 24$aCrack opening displacement. =650 24$aLow carbon steel. =700 1\$aKaneshiro, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11934J.htm =LDR 03433nab a2200493 i 4500 =001 JTE11938J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11938J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11938J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP968 =082 04$a668.3$223 =100 1\$aPellicane, PJ.,$eauthor. =245 10$aSuperposition Theory Applied to Nail/Glue Joints in Wood :$bPart II-Stiffness Behavior /$cPJ. Pellicane. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aA model based on concepts involving nonlinear superposition of nail and glue joint characteristics was examined to predict the load-slip (P-?) behavior of nail joints with elastomeric construction adhesives (nail/glue) in wood subjected to lateral loading. Four combinations of two wood species (lodgepole pine and hard maple) and two nail sizes (6d and 8d) were explored. One brand of commercially-available elastomeric construction adhesive was used. One-hundred-sixty-nine nail, glue, and nail/glue joints were tested to evaluate the P-? curve from the origin to 0.08125 in. (2.1 mm) slip. Theoretical predictions based on nail and glue joint stiffness were compared with experimental data from nail/glue joint tests. The results showed that the presence of glue used in conjunction with nails proved to substantially increase joint stiffness. Increases in joint stiffness from 25 to 100% per square inch (645 mm2) of bonded surface over the stiffness of joints without glue were realized. The superposition model proved to be a reasonable predictor of nail/glue joint stiffness at levels of slip not exceeding 0.03 in. (0.762 mm). For slip levels greater than 0.03 in., superposition consistently underpredicted (conservatively) joint stiffness for all four combinations of nail size and wood species studied. Therefore, superposition has been shown to be an accurate predictor of joint stiffness in the range of slip values from which allowable loads are determined in the allowable stress and draft reliability-based design codes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNail joints. =650 \0$aLoad-slip behavior. =650 \0$aSuperposition model. =650 \0$aAdhesives. =650 \0$aJoints (Engineering) =650 14$aLoad-slip behavior. =650 24$aElastomeric construction adhesives. =650 24$aNail joints. =650 24$aSuperposition model. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11938J.htm =LDR 03739nab a2200517 i 4500 =001 JTE11942J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11942J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11942J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8$223 =100 1\$aTan, S-A,$eauthor. =245 10$aLaboratory Wheel Tracking Apparatus for Bituminous Pavement Studies /$cS-A Tan, T-F Fwa, B-H Low. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aRutting deformation is one of the most common forms of pavement distress found on bituminous pavements, especially in the hot, tropical climate of Singapore. These deformations are usually found in the wheel track on roads carrying heavy, slow moving, channeled traffic, such as in the city and industrial areas at traffic light junctions. To and our investigation into the nature of pavement rutting, a laboratory wheel-tracking apparatus was used to simulate channeled wheel traffic loading under controlled conditions. It was upgraded with automated temperature and rut profile measurement capability. This article describes the features of the apparatus, which include temperature control of test specimens from ambient (27°C) to 70°C via a water bath with an adjustable weir, speed control of 0 to 80 wheel passes per minute, and variable wheel loading from 18 to 54 kg giving approximate equivalent tire pressures of 175 to 530 kPa. The apparatus can be used to simultaneously test three standard specimens of dimensions 405 mm by 135 mm by 90 mm-thickness. Single tests of two other sizes, which are two or three times the width of the standard specimen, are permissible. The rut depths are monitored by means of three linear variable displacement transducers (LVDTs), which measure the vertical displacements of each of the three wheel axles independently as rutting progresses. Due to errors induced by machine vibrations, accurate rut profile measurements can be made only under static conditions at selected intervals of wheel passes. With the use of a 200-ton-capacity static press, uniform dense asphaltic concrete beam specimens can be made, giving reasonably repeatable rutting test data on the apparatus, thus making it a valuable tool for evaluating the ratting potential of various mixes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBituminous pavement. =650 \0$aRutting deformation. =650 \0$aWheel tracking test. =650 \0$aRutting. =650 \0$aDeformation. =650 \0$apavement. =650 14$aWheel tracking test. =650 24$aRutting deformation. =650 24$aBituminous pavement. =700 1\$aFwa, T-F,$eauthor. =700 1\$aLow, B-H,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11942J.htm =LDR 02426nab a2200589 i 4500 =001 JTE11930J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11930J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11930J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1/7765$223 =100 1\$aWu, HC.,$eauthor. =245 14$aThe Shear Stress-Strain Curve Determination from Torsion Test in the Large Strain Range /$cHC. Wu, Z. Xu, PT. Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aA modified Nadai's method is proposed to determine the shear stress-strain curve by use of a solid circular cylinder subjected to torsional load. The modification is accomplished by taking into account the axial length change of the specimen. The method is extended to give the shear stresses in tubular specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTorsion. =650 \0$aAxial effect. =650 \0$aLarge strain. =650 \0$aSolid cylinder. =650 \0$aTubular specimen. =650 \0$aStress-strain curve. =650 \0$aShear (Mechanics) =650 \0$ashear. =650 14$aShear. =650 24$aStress-strain curve. =650 24$aTorsion. =650 24$aSolid cylinder. =650 24$aTubular specimen. =650 24$aAxial effect. =650 24$aLarge strain. =700 1\$aXu, Z.,$eauthor. =700 1\$aWang, PT.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11930J.htm =LDR 02589nab a2200481 i 4500 =001 JTE11935J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11935J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11935J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN752.T54 =082 04$a669/.96142$223 =100 1\$aEarnest, CM.,$eauthor. =245 10$aTemperature Calibration of Thermomechanical Analyzers :$bPart I-The Development of a Standard Method /$cCM. Earnest, RJ. Seyler. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThermomechanical analysis (TMA) is conducted with a variety of configurations involving differing probe geometries under static loading in tension, compression, or flexure. The most frequent assignment made in these applications involving thermomechanical measurements is that of transition temperatures, which include the melt temperature, glass transition, softening point, etc. Assurance of an isothermal study temperature is also a common requirement in TMA experiments. Intrinsic in any of these measurements is the knowledge of the sample temperature; yet, in practice, it is only the temperature in close proximity to the specimen that is known. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStandard method. =650 \0$aTemperature calibration. =650 \0$aMetals$xThermomechanical treatment. =650 14$aTemperature calibration. =650 24$aThermomechanical analyzers. =650 24$aThermomechanical analysis (TMA) =650 24$aStandard method. =700 1\$aSeyler, RJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11935J.htm =LDR 03653nab a2200577 i 4500 =001 JTE11931J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11931J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11931J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN685 =082 04$a669/.028/4$223 =100 1\$aJones, HN.,$eauthor. =245 13$aAn Evaluation of the Impression Test for Estimating the Tensile Properties of Metallic Materials /$cHN. Jones. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe load versus displacement response of a flat-ended cylindrical indenter when pushed into a material at a constant displacement rate, termed the "impression test," and originally used as a measure of the compressive flow curve of metals, has also been used for estimating the tensile properties of metallic materials. The validity of this test method for determining tensile properties has been studied for five different materials of widely differing tensile flow behaviors. It is demonstrated that the impression test, like all indentation or hardness tests, can be used for the estimation of tensile properties of metallic materials only under very restrictive circumstances. In particular, the test cannot be relied upon alone without calibration and verification by actual tension tests, as it is insensitive to variations in tensile ductility. It was possible, with empirically defined relationships, to obtain reasonable estimates of the tensile yield stress for most of the materials studied. For true tensile strengths of metallic materials the method was less successful. In the case of heterogeneous materials of limited tensile ductility, such as gray cast iron or some particulate reinforced metal matrix composites, the test failed to give a valid characterization of tensile properties. Additionally, it was found to be insensitive to the upper and lower yield point associated with the initiation and propagation of a Luders band which is commonly observed in annealed low-carbon steels. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTension test. =650 \0$aHardness test. =650 \0$aTensile yield. =650 \0$aImpression test. =650 \0$aTensile ductility. =650 \0$aTensile instability. =650 \0$aTrue tensile strength. =650 \0$aMetallic Materials. =650 \0$aCharacterization and Evaluation Materials. =650 14$aImpression test. =650 24$aHardness test. =650 24$aTension test. =650 24$aTensile instability. =650 24$aTensile ductility. =650 24$aTensile yield. =650 24$aTrue tensile strength. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11931J.htm =LDR 02328nab a2200565 i 4500 =001 JTE10188J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10188J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10188J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.32 =082 04$a620.1/123$223 =100 1\$aClough, RB.,$eauthor. =245 12$aA Note on the Measurement of Proportional Limit Under Multiaxial Stresses /$cRB. Clough. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aTheoretical definitions of the multiaxial plastic flow surface are exact; however, ambiguities arise in the experimental measurement. A new method for measuring the multiaxial flow surface based on maximum elastic stress rate is proposed which eliminates these ambiguities. It is applied to biaxial yielding. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aFlow stress. =650 \0$aMeasurement. =650 \0$aFlow surface. =650 \0$aProportional limit. =650 \0$aMultiaxial stresses. =650 \0$aPlasticity. =650 \0$aStresswaves. =650 14$aFlow stress. =650 24$aStresses. =650 24$aMeasurement. =650 24$aFlow surface. =650 24$aMultiaxial stresses. =650 24$aPlasticity. =650 24$aProportional limit. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10188J.htm =LDR 02725nab a2200673 i 4500 =001 JTE10192J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10192J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10192J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1185 =082 04$a671.35$223 =100 1\$aTurker, EG.,$eauthor. =245 10$aProduction and Economic Consequences When Machining Glass Ceramic /$cEG. Turker, J. Stanislao, MH. Richman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aExperimental data was obtained characterizing the machinability behavior of glass ceramic material (K2O-MgF2-MgO-SiO2). To determine how this material can be processed under production conditions an economic model was developed using Taylor's equations. A machining parameter was ultimately established with a minimum cost per unit while achieving a maximum production rate. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEconomics. =650 \0$aProduction. =650 \0$aBrittleness. =650 \0$aOptimization. =650 \0$aMachinability. =650 \0$aRate of return. =650 \0$aSuboptimization. =650 \0$aDevitrified glass. =650 \0$aQuaternary system. =650 \0$aDynamic programming. =650 \0$aMachining. =650 \0$aBuilding materials. =650 14$aMachinability. =650 24$aDevitrified glass. =650 24$aBrittleness. =650 24$aOptimization. =650 24$aQuaternary system. =650 24$aDynamic programming. =650 24$aProduction. =650 24$aEconomics. =650 24$aSuboptimization. =650 24$aRate of return. =700 1\$aStanislao, J.,$eauthor. =700 1\$aRichman, MH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10192J.htm =LDR 02630nab a2200649 i 4500 =001 JTE10190J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10190J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10190J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN939 =082 04$a553.6$223 =100 1\$aKao, C-C,$eauthor. =245 10$aTensile-Shear Bond Strength and Failure Between Aggregate and Mortar /$cC-C Kao, FO. Slate. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe purpose of this study was to investigate the tensile-shear bond strength and failure of the mortar-aggregate interface. The techniques used are reported. The results indicate that the Mohr failure envelope in the tension-shear quadrant is almost a straight line and that the failure is essentially tensile in nature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFailure. =650 \0$aInterfaces. =650 \0$aFailure mode. =650 \0$aMohr envelope. =650 \0$aFailure mechanism. =650 \0$aMortars (material) =650 \0$aMechanical properties. =650 \0$aTensile-shear strengths. =650 \0$aAggregate-mortar strength. =650 \0$aAggregates (Building materials) =650 \0$aAggregates. =650 14$aAggregates. =650 24$aMortars (material) =650 24$aMechanical properties. =650 24$aFailure. =650 24$aAggregate-mortar strength. =650 24$aFailure mechanism. =650 24$aFailure mode. =650 24$aInterfaces. =650 24$aMohr envelope. =650 24$aTensile-shear strengths. =700 1\$aSlate, FO.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10190J.htm =LDR 02471nab a2200565 i 4500 =001 JTE10191J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10191J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10191J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA681 =082 04$a693.5$223 =100 1\$aKarpati, KK.,$eauthor. =245 10$aJoint Movement in Precast Concrete Panel Cladding /$cKK. Karpati, PJ. Sereda. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aJoint movements between precast concrete panels were measured on a high-rise building. The movements were correlated to air temperature changes and were statistically evaluated. An experimental coefficient of movement was calculated from the slope of the regression line and the dimension of the panels and was compared to the published linear coefficient of thermal expansion of concrete. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConcretes. =650 \0$aDisplacement. =650 \0$aJoint movement. =650 \0$aConstruction joints. =650 \0$aMovements in buildings. =650 \0$aBuilding joint movement. =650 \0$aConcrete construction. =650 \0$aConcrete construction$xJoints. =650 14$aDisplacement. =650 24$aConstruction joints. =650 24$aConcretes. =650 24$aJoint movement. =650 24$aBuilding joint movement. =650 24$aMovements in buildings. =700 1\$aSereda, PJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10191J.htm =LDR 02842nab a2200553 i 4500 =001 JTE10187J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10187J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10187J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE251 =082 04$a625.8$223 =100 1\$aIrvine, CH.,$eauthor. =245 10$aEvaluation of Some Factors Affecting Measurements of Slip Resistance of Shoe Sole Materials on Floor Surfaces /$cCH. Irvine. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aResearch done at Liberty Mutual Research Center consisted of 7090 slip tests in an attempt to show it is possible to determine differences in the slip-resistant qualities of various shoe soles. The tests included seven floor materials, eleven shoe sole materials, three sole pressures on wet and dry floors, and four widely different relative humidities. Thirteen operators took the measurements, using the Horizontal Pull Slipmeter. The measurements proved to be sensitive to relative humidity, sole pressure, repetitive measurements, and wet and dry conditions. Each operator demonstrated that consistent measurements can be taken with the Horizontal Pull Slipmeter. The conclusion is that it is possible to identify shoe sole materials that have desirable slip-resistant qualities for various floor surfaces under wet and dry conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShoes. =650 \0$aTests. =650 \0$aFloors. =650 \0$aEvaluation. =650 \0$aSlip tests. =650 \0$aSkid resistance. =650 \0$aPavements$xDesign and construction. =650 \0$aMotor vehicles$xSkidding. =650 14$aShoes. =650 24$aSkid resistance. =650 24$aFloors. =650 24$aTests. =650 24$aEvaluation. =650 24$aSlip tests. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10187J.htm =LDR 03025nab a2200685 i 4500 =001 JTE10186J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10186J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10186J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA7 =082 04$a620.6$223 =100 1\$aTaraldsen, A.,$eauthor. =245 10$aYield Point Standardization /$cA. Taraldsen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe yield point, that is, the stress at which a steel starts to suffer a pronounced permanent set, is a very important property.There is in international standardization a dilemma about whether to use upper yield point (ReH) or lower yield point (ReL) as the characterizing yield point value in steel standards and in practical material testing.This dilemma may to a great extent be due to the people involved in standardization themselves exaggerating the difference between ReH and ReL.Both yield point values are dependent on the strain rate, which again may be greatly influenced by the compliance of the testing system.Some confusion may exist regarding the term "upper yield point" as compared with the term "yield point.". =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStiffness. =650 \0$aCompliance. =650 \0$aStrain rate. =650 \0$aStress rate. =650 \0$aYield point. =650 \0$aMachine speed. =650 \0$aYield strength. =650 \0$aStandardization. =650 \0$aLower yield point. =650 \0$aUpper yield point. =650 \0$aHydraulic machines. =650 \0$aTension tests. =650 \0$aConcrete$xTesting. =650 14$aTension tests. =650 24$aYield strength. =650 24$aYield point. =650 24$aUpper yield point. =650 24$aLower yield point. =650 24$aStress rate. =650 24$aStrain rate. =650 24$aStandardization. =650 24$aCompliance. =650 24$aStiffness. =650 24$aMachine speed. =650 24$aHydraulic machines. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10186J.htm =LDR 03551nab a2200661 i 4500 =001 JTE10189J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10189J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10189J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aPZ7.F91662 =082 04$a813/.54$223 =100 1\$aBellow, DG.,$eauthor. =245 10$aSalt Water and Hydrogen Sulfide Corrosion Fatigue of Work-Hardened, Threaded Elements /$cDG. Bellow, MG. Faulkner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThis work describes the results of a laboratory testing program undertaken to evaluate the merits of work-hardened, threaded machine elements when subjected to axial fatigue in the presence of a corrosive environment. The experimental apparatus is described, including details of the corrosive mediums. The most damaging corrosive medium consisted of a salt water solution through which hydrogen sulfide gas was bubbled. Lower corrosion fatigue damage was noted for aerated salt water and the least occurred for a deaerated salt water solution. The corrosion fatigue results are compared with results obtained in air for simple cut threads and fully cold-worked or rolled threads formed on AISI 8635 steel. The results show that at a life of 105 cycles the fully cold-worked threaded element had an endurance stress of 74 ksi (510 MPa) compared with 44 ksi (303 MPa) for the simple cut threaded element. Under the combined action of corrosion fatigue in the presence of a hydrogen sulfide saline solution these values were reduced to 46 ksi (317 MPa) and less than 20 ksi (138 MPa), respectively, which indicated that the fully cold-worked, threaded element was superior to all thread forms evaluated under a variety of environmental conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aStresses. =650 \0$aDurability. =650 \0$aSalt water. =650 \0$aWork hardening. =650 \0$aHydrogen sulfide. =650 \0$aThreaded elements. =650 \0$aOxygen cell corrosion. =650 \0$aHydrogen embrittlement. =650 \0$aThreads. =650 \0$aCorrosion. =650 14$aCorrosion. =650 24$aFatigue. =650 24$aWork hardening. =650 24$aThreads. =650 24$aThreaded elements. =650 24$aDurability. =650 24$aStresses. =650 24$aHydrogen sulfide. =650 24$aSalt water. =650 24$aOxygen cell corrosion. =650 24$aHydrogen embrittlement. =700 1\$aFaulkner, MG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10189J.htm =LDR 02194nab a2200565 i 4500 =001 JTE10193J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10193J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10193J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.C7 =082 04$a621.48$223 =100 1\$aParikh, PD.,$eauthor. =245 10$aDiscussion of "Stress Relaxation in Tension of CA 172 Copper-Beryllium" by R. P. Goel /$cPD. Parikh, E. Shapiro. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrains. =650 \0$aTensile tests. =650 \0$aHigh temperature tests. =650 \0$aCopper beryllium alloys. =650 \0$aStress relaxation tests. =650 \0$aCopper$xCorrosion$zCanada. =650 \0$aCopper$xStress corrosion. =650 \0$aRadioactive waste disposal$zCanada. =650 \0$aNuclear engineering$zCanada. =650 14$aStress relaxation tests. =650 24$aCopper beryllium alloys. =650 24$aStrains. =650 24$aHigh temperature tests. =650 24$aTensile tests. =650 24$aTemperature accelerated extrapolation. =700 1\$aShapiro, E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10193J.htm =LDR 03579nab a2200889 i 4500 =001 JTE10185J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10185J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10185J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD427.O7 =082 04$a628.1/61$223 =100 1\$aBuikema, AL.,$eauthor. =245 12$aA Screening Bioassay Using Daphnia pulex for Refinery Wastes Discharged into Freshwater /$cAL. Buikema, DR. Lee, J. Cairns. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aA simple method using unsophisticated equipment is suggested for on-site toxicity testing of refinery effluents. This method will provide an inexpensive means of identifying problem materials and establishing priorities for coping with these materials. An arbitrary reference mixture, containing six common constituents of refinery wastewaters, was used for static toxicity tests on 15 species of freshwater invertebrates and 3 species of fish. Daphnia pulex was selected for further testing because it was the most sensitive of the animals tested, relatively inexpensive and easy to maintain, and a potential fish-food organism. If the reference mixture were representative of a refinery effluent, the Daphnia bioassay would be sufficiently sensitive to give reliable results within 48 h, whereas a fish bioassay would show no toxicity even after 96 h. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSnail. =650 \0$aWorms. =650 \0$aPhenol. =650 \0$aAmmonia. =650 \0$aDaphnia. =650 \0$aRotifer. =650 \0$aSulfide. =650 \0$aAmphipod. =650 \0$aBioassay. =650 \0$aBluegill. =650 \0$aChromium. =650 \0$aCrayfish. =650 \0$aGoldfish. =650 \0$aMosquito. =650 \0$aPlanaria. =650 \0$aInvertebrates. =650 \0$aRainbow trout. =650 \0$aRefinery effluent. =650 \0$aToxicity. =650 \0$aToxicity testing. =650 14$aBioassay. =650 24$aInvertebrates. =650 24$aToxicity. =650 24$aRefinery effluent. =650 24$aOil. =650 24$aPhenol. =650 24$aAmmonia. =650 24$aChromium. =650 24$aSulfide. =650 24$aSnail. =650 24$aAmphipod. =650 24$aCrayfish. =650 24$aWorms. =650 24$aDaphnia. =650 24$aPlanaria. =650 24$aRotifer. =650 24$aMosquito. =650 24$aRainbow trout. =650 24$aBluegill. =650 24$aGoldfish. =700 1\$aLee, DR.,$eauthor. =700 1\$aCairns, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10185J.htm =LDR 02770nab a2200589 i 4500 =001 JTE11912J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11912J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11912J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA410 =082 04$a620.1/12$223 =100 1\$aMooce, MA.,$eauthor. =245 10$aAccelerated Weathering of Marine Fabrics /$cMA. Mooce, HH. Epps. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aFabrics designed to be used in marine applications must retain strength and resist color change over prolonged exposure to a variety of potentially degrading factors, including sunlight, variations in temperature and relative humidity, and repeated cycles of wetness and dryness. This research focused on the effects of instrumental weathering on the end-use performance properties of three woven marine fabrics currently available for use as sails. The fabrics were 100% polyester, 100% acrylic, and 100% nylon. Changes in fabric color and tensile properties were analyzed after exposure to three levels of simulated sunlight under both dry and moist conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrength. =650 \0$aElongation. =650 \0$aMarine fabrics. =650 \0$aQUV instrument. =650 \0$aColor measurement. =650 \0$aAccelerated weathering. =650 \0$aInstrumental weathering. =650 \0$aAccelerated life testing. =650 \0$aWeathering. =650 14$aAccelerated weathering. =650 24$aMarine fabrics. =650 24$aQUV instrument. =650 24$aInstrumental weathering. =650 24$aColor measurement. =650 24$aStrength. =650 24$aElongation. =700 1\$aEpps, HH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11912J.htm =LDR 02904nab a2200553 i 4500 =001 JTE11908J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11908J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11908J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.T46 =082 04$a721/.0449$223 =100 1\$aSinha, UP.,$eauthor. =245 10$aTensile Stress Relaxation in High-Strength Spring Steel Wire /$cUP. Sinha, DW. Levinson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b32 =520 3\$aStress relaxation data were obtained in tension tests using the vibrating string technique (measuring the resonance frequency) in spring steel wire of ASTM Grade A 228 (also known as music wire). The steel wire of 0.56 mm diameter had a 0.29% offset tensile yield strength of 1689 MPa. Tests were conducted at low temperatures in the range of 23 to 140°C, and at initial stress levels of up to 75% of the 0.20% offset yield strength of the wire. The test duration was to 4000 h at 23°C and to 100 h at temperatures to 140°C. The test results indicate a faster rate of stress relaxation during the early stage of stress relaxation, and subsequently a slower rate of stress relaxation rate with increasing time, as is usually observed. An empirical equation has been determined that fits the experimental data very well under the given test conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOscillator. =650 \0$aResidual stress. =650 \0$aLoop test method. =650 \0$aStress relaxation. =650 \0$aResonant frequency. =650 \0$aFrequency test method. =650 \0$aTensile architecture. =650 14$aStress relaxation. =650 24$aResidual stress. =650 24$aResonant frequency. =650 24$aFrequency test method. =650 24$aLoop test method. =650 24$aOscillator. =700 1\$aLevinson, DW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11908J.htm =LDR 02631nab a2200553 i 4500 =001 JTE11911J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11911J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11911J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.7.C65 =082 04$a620.1/1242$223 =100 1\$aGreen, DW.,$eauthor. =245 10$aCompression Testing of Lumber :$bA Comparison of Methods /$cDW. Green, JW. Evans. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aA study was conducted to compare compression strength values obtained using short segments cut from full-length lumber and tested in accordance with ASTM D 4761-87 with those values obtained using full-leagth specimens and tested in accordance with ASTM D 198-84. Tests were conducted on Southern Pine lumber conditioned to a target moisture content of 9%. To obtaim a short-segment compression strength estimate within a factor of about 1.05 of those obtained by testing full-length (3-m [10-ft]) specimens, it is necessary to select two of the apparent worst strength-reducing defects in the full-length specimen using ASTM D 245-84 sorting criteria. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aLumber. =650 \0$aStrength. =650 \0$aCompression. =650 \0$aParallel-to-grain. =650 \0$aMaterials$xCompression testing. =650 14$aStrength. =650 24$aCompression. =650 24$aParallel-to-grain. =650 24$aWood. =650 24$aLumber. =650 24$aASTM D 198-84. =650 24$aASTM D 4761-87. =700 1\$aEvans, JW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11911J.htm =LDR 03028nab a2200565 i 4500 =001 JTE11913J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11913J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11913J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE251.5 =082 04$a625.725$223 =100 1\$aTabatabaee, N.,$eauthor. =245 10$aField Evaluation of Pavement Instrumentation Methods /$cN. Tabatabaee, IL. Al-Qadi, PE. Sebaaly. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aFull-scale testing was conducted to compare the performance of different in situ instrumentations used in flexible pavement, including strain gages, pressure cells, geophones, and single-layer deflectometers. Two test sections were instrumented: one thin section (15.2 cm [6 in. thick]) and one thick section (25.4 cm [10 in. thick]). Each section is 15.2 m (50 ft) long. The testing variables included pavement structure, load, tire pressures, and speed. The criteria for evaluation of performance of the instruments included survivability, repeatability, reliability, the effect of test variables, ease of installation, and data processing. The measured response under different conditions was compared with the calculated response using a multi-layered elastic model. Falling weight deflectometer (FWD) testing was used to quantify the in situ material properties needed for the computer model. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrain gage. =650 \0$aPressure cell. =650 \0$aPavement response. =650 \0$aFull-scale testing. =650 \0$aPavement instrumentation. =650 \0$aPavement performance. =650 \0$aInstrumentation. =650 14$aStrain gage. =650 24$aPressure cell. =650 24$aLinear variable differential transformers (LVDT) =650 24$aFull-scale testing. =650 24$aPavement instrumentation. =650 24$aPavement response. =700 1\$aAl-Qadi, IL.,$eauthor. =700 1\$aSebaaly, PE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11913J.htm =LDR 02236nab a2200505 i 4500 =001 JTE11909J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11909J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11909J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.T46 =082 04$a721/.0449$223 =100 1\$aMazachek, KD.,$eauthor. =245 13$aAn Apparatus for Biaxial Strength Testing of Standard Tensile Specimens /$cKD. Mazachek, TN. Faddis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aA novel, low cost testing apparatus has been designed for the application of biaxial stress on standard tensile spectmens. The apparatus independently applies compressive loading perpendicular to a tensile load. The compressive load is transferred through a compression pad, applying hydrostatic pressure to the test section. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAluminum. =650 \0$aBiaxial testing. =650 \0$aFailure criterion. =650 \0$aMultiaxial stress. =650 \0$aTensile architecture. =650 14$aBiaxial testing. =650 24$aFailure criterion. =650 24$aAluminum. =650 24$aMultiaxial stress. =700 1\$aFaddis, TN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11909J.htm =LDR 02764nab a2200493 i 4500 =001 JTE11910J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11910J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11910J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5415.153 =082 04$a658.5$223 =100 1\$aVizzini, AJ.,$eauthor. =245 13$aAn Efficient Algorithm to Characterize Stress-Strain Data Using Piecewise Linear Curves /$cAJ. Vizzini. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aAn efficient algorithm to characterize experimental stress-strain data is preacated. The algorithm segments the curve into regions by locating regions with a maximum correlation coefficient. Thus the algorithm determines the initial region of the curve to be considered in determining the initial slope or, in the case of a stress versus strain curve, the initial modulus. The algorithm is of particular use in analyzing the elastic behavior of composites where nonlinear stress-strain, knees, damage, and other abnormalities may occur. The results of the algorithm are compared to linear regions determined from calculations of correlation coefficients involving all possible regions within a data file. In general, the algorithm provides the same linear regions as are determiend from the complete calulation of correlation coefficients and is at least one order of magnitude faster. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInitial modulus. =650 \0$aCharacterization. =650 \0$aStress-strain curves. =650 \0$aComposites. =650 \0$aComposite materials. =650 14$aComposites. =650 24$aStress-strain curves. =650 24$aInitial modulus. =650 24$aCharacterization. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11910J.htm =LDR 02730nab a2200541 i 4500 =001 JTE11906J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11906J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11906J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA277 =082 04$a519.5/6$223 =100 1\$aBhattacharya, S.,$eauthor. =245 10$aCrack Tip Opening Displacement (CTOD) Toughness Evaluation by ASTM E 1290 and BS5762 :$bA Comparative Analysis /$cS. Bhattacharya, AN. Kumar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aASTM Committee E-24 on Fracture has recently standardized the crack tip opening displacement (CTOD) measurement method. Three major differences between the ASTM E 1290-89 method and British Standard BS5762:1979 are outlined, and the influence of these differences on the critical crack initiation CTOD value is studied. The study is based on a typical fatigue crack and slow crack growth front profile. A difference of up to 6% in the CTOD values between the two standards, irrespective of the slow crack growth size, was found in the present study. However, a marginal ditterence of only 2% in the initiation CTOD value could be observed for the slow crack growth situation considered. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aR-curve. =650 \0$aCrack size. =650 \0$aElastic CTOD. =650 \0$aPlastic CTOD. =650 \0$aRotational factor. =650 \0$aCurve fitting. =650 \0$aMATHEMATICS$xProbability & Statistics$vGeneral. =650 14$aElastic CTOD. =650 24$aPlastic CTOD. =650 24$aCrack size. =650 24$aRotational factor. =650 24$aR-curve. =700 1\$aKumar, AN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11906J.htm =LDR 03059nab a2200565 i 4500 =001 JTE11907J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11907J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11907J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aE169.1 =082 04$a973$223 =100 1\$aPandey, RK.,$eauthor. =245 10$aCritical Assessment of Methods for JIc Determination /$cRK. Pandey, P. Sundaram, AN. Kumar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aVarious methods for the evaluation of J-initiation toughness have been compared by conducting investigations on Mo and Cr-Mo steel at different temperatures (i.e., 30 to 460°C) by employing the single-edge-notch bending configuration. The methods investigated include ASTM Standard E 813, a method proposed by the European Group on Fracture (EGF), methods based on a stretch zone approach, and a proposed method of the Japan Society of Mechanical Engineers (JSME). The blunting line approach for toughness determination has been investigated in detail in the light of various propositions made by other investigators, and an equation for the blunting line has been proposed based on the findings from the present work as well as from literature data. A J-resistance curve based on mid-thickness crack growth combined with the stretch zone approach for the blunting line appears to provide a mose comsistent method for toughness determination. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBlunting line. =650 \0$aStretch zone width. =650 \0$aJ-resistance curves. =650 \0$aAverage crack growth. =650 \0$aInitiation toughness. =650 \0$aMaximum crack growth. =650 \0$aToughness (Personality trait) =650 14$aBlunting line. =650 24$aStretch zone width. =650 24$aInitiation toughness. =650 24$aJ-resistance curves. =650 24$aAverage crack growth. =650 24$aMaximum crack growth. =700 1\$aSundaram, P.,$eauthor. =700 1\$aKumar, AN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11907J.htm =LDR 02317nab a2200493 i 4500 =001 JTE10347J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10347J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10347J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC963.48 =082 04$a155.9/042$223 =100 1\$aMarchand, N.,$eauthor. =245 12$aA Computerized Test System for Thermal-Mechanical Fatigue Crack Growth /$cN. Marchand, RM. Pelloux. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aA computerized testing system to measure fatigue crack growth under thermal-mechanical fatigue conditions is described. Built around a servohydraulic machine, the system is capable of a push-pull test under stress- or strain-controlled conditions in the temperature range of 25 to 1050°C. Temperature and mechanical strain are independently controlled by the closed-loop system to simulate complex inservice strain-temperature relationship. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPotential drop. =650 \0$aFatigue. =650 \0$aThermal-mechanical fatigue. =650 \0$aCrack growth. =650 14$aThermal-mechanical fatigue. =650 24$aCrack growth. =650 24$aFatigue. =650 24$aPotential drop. =700 1\$aPelloux, RM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10347J.htm =LDR 02973nab a2200529 i 4500 =001 JTE10350J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10350J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10350J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH1092 =082 04$a628.9222$223 =100 1\$aAlexeeff, GV.,$eauthor. =245 12$aA Suggested Role of Combustion Toxicity in Fire Risk Assessment /$cGV. Alexeeff, SC. Packham. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aAt least 17 test methods have been developed to examine the acute toxicity of thermal decomposition products produced in fires. However, a consensus has not been reached on a method of integrating this information into a fire risk assessment. This paper suggests a fire risk assessment methodology with the goal of improving risk management and reducing future fire deaths. Following hazard identification, four steps are presented: (1) calculation of the probability that a material will be present in a fire, (2) estimation of smoke concentrations in specific fire scenarios, (3) determination of the qualitative and quantitative nature of toxic effects of smokes, and (4) estimation of the likelihood of the toxic injury resulting to humans based on correlations between animal models and humans. A concentration-time product is used in estimating exposure, since recent reports indicate it is likely to be the most appropriate method for comparing the toxicity of smokes with each other and to pure gases. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFire hazard. =650 \0$aSmoke toxicity. =650 \0$aRisk assessment. =650 \0$aFire toxicity. =650 \0$aCombustion toxicity. =650 \0$aToxicity testing. =650 14$aCombustion toxicity. =650 24$aFire toxicity. =650 24$aRisk assessment. =650 24$aSmoke toxicity. =650 24$aFire hazard. =700 1\$aPackham, SC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10350J.htm =LDR 03002nab a2200541 i 4500 =001 JTE10349J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10349J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10349J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTX531 =082 04$a363.19/26$223 =100 1\$aBeckers, HJ.,$eauthor. =245 10$aPrecision Testing of Standardized Microbiological Methods /$cHJ. Beckers. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aTests performed on identical materials in identical circumstances do not yield identical results. This is attributed to unavoidable random errors inherent in every test procedure. Repeatability and reproducibility have been found sufficient for describing the precision of a method. Examples of interlaboratory precision experiments in the field of food microbiology are presented, which also demonstrate the different types of reference material that can be used. With a fluid, microbiologically stabilized by freezing, repeatability of aerobic and Enterobacteriaceae plate counts (expressed in 10log-units) appeared to be 0.28; reproducibility was 0.37 for both plate counts. The repeatability of Staphylococcus aureus plate counts varied between 0.26 and 0.52, reproducibility between 0.31 and 0.84, depending on the method of enumeration and the testing procedure. It is concluded that microbiological methods should be evaluated by precision tests, carried out on an international scale. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRepeatability. =650 \0$aReproducibility. =650 \0$aPrecision testing. =650 \0$aReference material. =650 \0$aFood microbiology. =650 \0$aFood$xSafety measures. =650 \0$aEvaluation of methods. =650 14$aFood microbiology. =650 24$aLaboratory quality assurance. =650 24$aPrecision testing. =650 24$aRepeatability. =650 24$aReproducibility. =650 24$aReference material. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10349J.htm =LDR 02514nab a2200505 i 4500 =001 JTE10345J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10345J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10345J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHV5810 =082 04$a362.29/8/0973$223 =100 1\$aHellmann, D.,$eauthor. =245 10$aOn the Determination of Crack Initiation Using Standard Test Methods /$cD. Hellmann, K-H Schwalbe. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThe results presented in this paper were obtained by participation in an ASTM experimental round-robin exercise. The roundrobin was aimed at verifying the appropriateness of ASTM Draft Test Method for Crack Tip Opening Displacement (CTOD) Testing. It was demonstrated that the Draft Method is suitable for determining initiation values of CTOD and that more unequivocal values are obtained if the crack length is measured as the average of ten instead of three individual values distributed over the specimen thickness. This is consistent with the recent revision of the Draft Method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-integral. =650 \0$aFour-point bend specimen. =650 \0$aCrack. =650 \0$aCrack initiation. =650 \0$aCrack tip opening. =650 14$aCrack tip opening displacement. =650 24$aCrack initiation. =650 24$aFour-point bend specimen. =650 24$aJ-integral. =700 1\$aSchwalbe, K-H,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10345J.htm =LDR 02357nab a2200469 i 4500 =001 JTE10351J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10351J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10351J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.T5 =082 04$a624.1/76$223 =100 1\$aGradin, PA.,$eauthor. =245 10$aLinear Elastic Fracture Mechanics Applied to an Adhesive Spar-Wingskin Joint /$cPA. Gradin, S. Nilsson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aWhen utilizing adhesive bonding in structures where a failure might have serious consequences, one is generally interested in the possibility of determining the sensitivity of the bond strength to certain types of bond imperfections. It is well known that most adhesive bonds will contain defects such as voids, regions with no or poor bonding, and microcracks. When such defects are located in regions with alternating stresses of sufficiently high amplitude, they might grow to form macrocracks. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aComposite structures. =650 \0$aAdhesive bonding. =650 \0$aThin-walled structures$xTesting. =650 14$aLinear elastic fracture mechanics. =650 24$aAdhesive bonding. =650 24$aComposite structures. =700 1\$aNilsson, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10351J.htm =LDR 02977nab a2200613 i 4500 =001 JTE10348J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10348J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10348J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH1091 =082 04$a628.922$223 =100 1\$aMatsuoka, S.,$eauthor. =245 12$aA Method for Determining Conservative Fatigue Threshold While Avoiding Crack Closure /$cS. Matsuoka, E. Takeuchi, M. Kosuge, M. Shimodaira, A. Ohta, S. Nishijima. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThe low-rate fatigue properties of a mild steel are obtained on small compact-type (CT) specimens while avoiding crack closure. These properties are similar to those of butt-welded joints obtained at a much lower stress ratio in the range -1 to 0.5. This is a result of the existence of tensile residual stress at the crack tip of the welded joint which prevents crack closure even at low stress ratios. It is concluded that the most conservative fatigue crack propagation properties, including fatigue threshold values, can be easily obtained by confirming that the results are the same for CT specimens tested at different terminal stress ratios using a ?K decreasing method which avoids crack closure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMild steel. =650 \0$aWelded joint. =650 \0$aCrack closure. =650 \0$aFatigue threshold. =650 \0$aTensile residual stress. =650 \0$aWelded joints. =650 \0$aSteel. =650 \0$aFatigue. =650 14$aMild steel. =650 24$aFatigue threshold. =650 24$aCrack closure. =650 24$a?K decreasing method. =650 24$aWelded joint. =650 24$aTensile residual stress. =700 1\$aTakeuchi, E.,$eauthor. =700 1\$aKosuge, M.,$eauthor. =700 1\$aShimodaira, M.,$eauthor. =700 1\$aOhta, A.,$eauthor. =700 1\$aNishijima, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10348J.htm =LDR 02510nab a2200505 i 4500 =001 JTE10346J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10346J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10346J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE5091 =082 04$a625.7/32$223 =100 1\$aReichverger, Z.,$eauthor. =245 10$aUsing an Impact Device with Sliding Drop Collar for In Situ Evaluation of Compressive Strength of Insulating Cellular Concrete /$cZ. Reichverger. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis paper describes the efforts of the Central Building Laboratory of the Standards Institute of Israel to develop a relatively simple method for in situ nondestructive evaluation of the compressive strength of lightweight cellular concrete used for thermal insulation of roofs. The idea of the developed impact device with sliding drop collar is similar in principal to the well-known soil test method of drop-weight penetration, ordinarily used for field determination of compacted soil density. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompressive strength. =650 \0$aIn situ quality control. =650 \0$aDrop-collar penetrometer. =650 \0$aCone penetrometer. =650 \0$aPenetrometers. =650 \0$aSoil penetration test. =650 14$aLightweight cellular concrete. =650 24$aIn situ quality control. =650 24$aCompressive strength. =650 24$aDrop-collar penetrometer. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10346J.htm =LDR 03037nab a2200541 i 4500 =001 JTE10344J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10344J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10344J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA367 =082 04$a620.2/8$223 =100 1\$aRahka, KA.,$eauthor. =245 10$aCyclic Stress and Diametral Strain Response During High Strain Amplitude Fatigue of a 1Cr-1.3Mo-0.3V Bainitic Rotor Steel at Elevated Temperature-Part II /$cKA. Rahka, C. Laird. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aTests of a Cr-Mo-V rotor steel have been carried out at 550°C using continuous cycling and cycling with tensile dwells. A special feature of these tests was that they were carried out in control by the axial total strain but that diametral strain was simultaneously measured. Comparison of the diametral and axial strain ranges showed that "Poisson's ratio" initially increased but subsequently declined steadily with accumulating cycles. While these results do not challenge the traditional view of Poisson's ratio which is defined for homogeneous material, they indicate that numerical values of the ratio must be used with caution. The results on diametral strain response are carefully analyzed and defended as a true material response; they indicate that the ratio of diametral to axial strain is sensitive to the accumulated fatigue damage of the specimen in a rather unpredictable fashion. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPoisson's ratio. =650 \0$aLow cycle fatigue. =650 \0$aDiametral strain response. =650 \0$aCavitation. =650 \0$aUltrasonic waves$xIndustrial applications. =650 \0$aElevated temperature. =650 14$aElevated temperature. =650 24$aLow cycle fatigue. =650 24$aDiametral strain response. =650 24$aPoisson's ratio. =650 24$a1Cr-1Mo-0.3V rotor steel. =650 24$aCavitation. =700 1\$aLaird, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10344J.htm =LDR 02788nab a2200541 i 4500 =001 JTE12386J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12386J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12386J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS195.8 =082 04$a688.8$223 =100 1\$aSingh, SP.,$eauthor. =245 10$aMeasurement and Analysis of the United Parcel Service Ground Shipping Environment for Large and Heavy Packages /$cSP. Singh, GJ. Burgess, ZG. Hays. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThis study investigated the United Parcel Shipping environment for shipping large and heavy packages weighing up to 150 lb. The data were collected using instrumented packages that contained triaxial recorders to measure acceleration levels produced by drops and impacts during shipping and handling. The study showed that the existing test methods used to design and evaluate such packages for this type of shipping environment in accordance with ASTM (American Society for Testing and Materials) and ISTA (International Safe Transit Association) test methods do not replicate the levels of damage found in real shipments. The study recommends tests that would produce more realistic damage levels for this environment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPackaging. =650 \0$aE-commerce. =650 \0$aLarge packages. =650 \0$aSingle parcel shipping. =650 \0$aPackaging$xTesting. =650 \0$aShipping. =650 \0$aPallets (Shipping, storage, etc)$xEvaluation. =650 14$aPackaging. =650 24$aE-commerce. =650 24$aSingle parcel shipping. =650 24$aLarge packages. =700 1\$aBurgess, GJ.,$eauthor. =700 1\$aHays, ZG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12386J.htm =LDR 02637nab a2200541 i 4500 =001 JTE12390J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12390J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12390J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD491 =082 04$a628.1/5$223 =100 1\$aRagab, AR.,$eauthor. =245 10$aWeathering Effects on the Fracture Properties of Polyvinyl Chloride Pipes /$cAR. Ragab, H. Alawi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aPolyvinyl chloride (PVC) pipes were weathered naturally for periods of up to two years. The effect of weathering on the mechanical properties was investigated by compressing unnotched and radially notched ring specimens in a parallel-plate test. Disregarding the scatter existing among the test results, the general trend indicates deteriorating fracture properties due to exposure. The application of fracture mechanics concepts, explicitly the J-integral value, to the test results helps to reveal the susceptibility of weathered PVC pipe material to brittle fracture compared to its as-received condition. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-integral. =650 \0$aParallel-plate test. =650 \0$aFracture of PVC pipe. =650 \0$aPipe, Plastic$xTesting. =650 \0$aPolyvinyl chloride. =650 \0$aWater-pipes$xTesting. =650 \0$aWeathering. =650 14$aPolyvinyl chloride. =650 24$aNatural weathering of PVC. =650 24$aFracture of PVC pipe. =650 24$aParallel-plate test. =650 24$aJ-integral. =700 1\$aAlawi, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12390J.htm =LDR 02851nab a2200529 i 4500 =001 JTE12387J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12387J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12387J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC20.7.F56 =082 04$a620.1/1230151825$223 =100 1\$aKim, Y-J,$eauthor. =245 10$aOn the Sensitivity of J Estimation to Materials' Stress-Strain Curves in Fracture Toughness Testing Using the Finite Element Method /$cY-J Kim, K-H Schwalbe. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aThe present paper reports the accuracy of the J estimation equations for three typical homogeneous fracture toughness testing specimens: M(T), C(T), and SE(B) specimens, based on systematic 2D FE analyses. A wide range of crack lengths is considered, except for C(T) specimens where only deep cracks are considered, a/W = 0.45 to 0.7. By carefully selecting the properties of the materials in the analysis, particular emphasis is placed on the sensitivity of such equations to the strain hardening as well as the type of stress strain curve, such as continuously hardening materials or materials with Lüders strain. Two different J estimation schemes are considered, one based on load-load line displacement records and the other on load-crack mouth opening displacement (CMOD) records. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-integral. =650 \0$aTest standards. =650 \0$aToughness testing. =650 \0$aFinite element analysis. =650 \0$aFinite element method. =650 \0$aStress-strain curves. =650 \0$aFracture Toughness. =650 14$aFinite element analysis. =650 24$aJ-integral. =650 24$aTest standards. =650 24$aToughness testing. =700 1\$aSchwalbe, K-H,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12387J.htm =LDR 03097nab a2200565 i 4500 =001 JTE12392J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12392J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12392J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTX407.K48 =082 04$a641.35642$223 =100 1\$aPasternak, H.,$eauthor. =245 10$aOvercoming Multicollinearity in Near Infrared Analysis for Lycopene Content Estimation in Tomatoes by Using Ridge Regression /$cH. Pasternak, Z. Schmilovitch, E. Fallik, Y. Edan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aHigh intercorrelation between absorbance at different wavelengths is common in near infrared analysis and was observed in an experiment to determine lycopene in tomatoes. Simulation analysis and experiments were conducted to estimate the effects of this problem on the estimators and on the predictive ability of linear regression and ridge regression. Applying linear regression to the experimental data resulted in very large parameter values, implying poor predictive ability. When linear regression gives very large parameter values, the estimated parameters are practically random numbers and are not correlated to the true ones. Ridge regression yielded estimators with normal values, but which are still poorly correlated with the true parameters. However, the predictive ability of the derived equation is good and may be used in practice to determine lycopene content in tomatoes since it is relatively easy to update. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRidge regression. =650 \0$aLinear regression. =650 \0$aMulticollinearity. =650 \0$aLycopene. =650 \0$aInfrared spectroscopy. =650 \0$aTomatoproducts. =650 14$aNear infrared spectroscopy. =650 24$aLinear regression. =650 24$aRidge regression. =650 24$aMulticollinearity. =650 24$aTomato. =650 24$aLycopene. =700 1\$aSchmilovitch, Z.,$eauthor. =700 1\$aFallik, E.,$eauthor. =700 1\$aEdan, Y.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12392J.htm =LDR 02552nab a2200541 i 4500 =001 JTE12385J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12385J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12385J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL521.3 =082 04$a629.47$223 =100 1\$aFett, T.,$eauthor. =245 10$aTest Devices for Strength Measurements of Bars Under Contact Loading /$cT. Fett, D. Munz, G. Thun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aBars loaded by opposite concentrated forces via rollers are appropriate specimens for the determination of strength under contact loading. Measured multiaxial strength values are located in the second quadrant (?1 > 0, ?2 < 0) of the biaxial failure diagram. In this paper stress solutions for the proposed strength specimens are provided. As practical applications of the proposed specimens, the strengths for two aluminas, an AIN, and a HPSN ceramic, were determined and compared with bending strength results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMultiaxiality. =650 \0$aContact strength. =650 \0$aStress distribution. =650 \0$aRoller loading devices. =650 \0$aStressdistribution. =650 \0$aFinite element method. =650 \0$aStressrelieving (Materials) =650 14$aContact strength. =650 24$aMultiaxiality. =650 24$aRoller loading devices. =650 24$aStress distribution. =700 1\$aMunz, D.,$eauthor. =700 1\$aThun, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12385J.htm =LDR 02695nab a2200529 i 4500 =001 JTE12393J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12393J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12393J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC100 =082 04$a620.1/66$223 =100 1\$aKim, YJ.,$eauthor. =245 10$aOn Experimental J Estimation Equations Based on CMOD for SE(B) Specimens /$cYJ. Kim, KH. Schwalbe. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThis note addresses the accuracy of the J-estimation equation for shallow-cracked single edge cracked bars, SE(B), as originally proposed by Kirk and Dodds (1993), based on 2D finite element analysis. Our study placed particular emphasis on the sensitivity of the Kirk-Dodds equation to the nature of the material, including continuously-hardening materials and those exhibiting Lüders strain. It was found that the Kirk-Dodds equation provides acceptable results except for specimen bars with very deep cracks such as those with a/W = 0.7 or greater. Accordingly, based on slip line field analysis, a modification of the original equation is suggested, which when used provides consistent results for all crack lengths. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-integral. =650 \0$aLimit analysis. =650 \0$aTest standards. =650 \0$aMetals$xTesting. =650 \0$aFinite element analysis. =650 \0$aToughness testing. =650 14$aFinite element analysis. =650 24$aJ-integral. =650 24$aLimit analysis. =650 24$aTest standards. =650 24$aToughness testing. =700 1\$aSchwalbe, KH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12393J.htm =LDR 02978nab a2200577 i 4500 =001 JTE12391J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12391J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12391J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aÖberg, H.,$eauthor. =245 13$aAn Instrumented Microindentation Testing Device /$cH. Öberg, P-L Larsson, O. Magnius. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b39 =520 3\$aAn experimental device for microindentation testing has been designed and constructed. The device can be used together with standard testing machines and allows for continuous recording of indentation loads up to approximately 500 N and indentation depths in the range 1 to 100 µm. Special care has been taken in order to minimize the effects of elastic deformations in the experimental setup as well as deformation of the foundation. To check the reliability as well as the accuracy of the experimental device, microindentation tests, using a standard Vickers indenter, were performed on three well-characterized materials and the experimental results compared with earlier experimental and theoretical findings as well as with presently performed three-dimensional finite element calculations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIndentation load. =650 \0$aMicroindentation. =650 \0$aIndentation depth. =650 \0$aExperimental device. =650 \0$aSteady-state hardness. =650 \0$aElectrical and Electronic Engineering. =650 \0$aMechanical Engineering. =650 \0$aCivil Engineering. =650 14$aExperimental device. =650 24$aMicroindentation. =650 24$aSteady-state hardness. =650 24$aIndentation depth. =650 24$aIndentation load. =650 24$aThree-dimensional finite element calculations. =700 1\$aLarsson, P-L,$eauthor. =700 1\$aMagnius, O.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12391J.htm =LDR 03799nab a2200589 i 4500 =001 JTE12389J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12389J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12389J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.1/63$223 =100 1\$aYang, C.,$eauthor. =245 10$aEvaluation and Adjustments for ASTM D 5656 Standard Test Method for Thick-Adherend Metal Lap-Shear Joints for Determination of the Stress-Strain Behavior of Adhesives in Shear by Tension Loading /$cC. Yang, H. Huang, JS. Tomblin, DW. Oplinger. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aAdhesive-bonded joints have been used widely for composite materials as a necessary alternative to conventional mechanical joint designs. In a bonded joint, the load is transferred from one substrate to the other mainly through adhesive shear stress. One of the greatest drawbacks to predicting the mechanical behavior of bonded joints has been the lack of reliable data on the mechanical properties of adhesives. Among many test methods that have been developed to test structural adhesives in thin film geometries, the ASTM D 5656 "thick-adherend lap shear test" is used frequently to determine the shear properties of adhesives while the samples are loaded in tension. Due to the nonuniformity of adhesive shear stress distribution within the joint, through both the bondedline thickness and overlap length, and the measurement method described in the test method, some errors will be introduced if corrections are not made. A finite element analysis was conducted in order to provide a clear picture of the mechanical behavior of the ASTM D 5656 specimen under loading. Based on the results from finite element analysis, the sources of error were analyzed and three correction factors were introduced to recover the adhesive shear modulus of the specimen. Suggestions of mounting the KGR-1 measurement device are also given in order to avoid some of the errors. Because results from linear finite element analysis were used, only adhesive shear modulus within the linear range is discussed in this article. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAdhesive. =650 \0$aKGR-1 device. =650 \0$aAdhesive testing. =650 \0$aAdhesive-bonded joint. =650 \0$aAdhesive shear modulus. =650 \0$aStress-strain curves. =650 \0$aShear modulus. =650 \0$aAdhesives. =650 14$aAdhesive. =650 24$aAdhesive testing. =650 24$aAdhesive shear modulus. =650 24$aKGR-1 device. =650 24$aAdhesive-bonded joint. =650 24$aASTM D 5656. =700 1\$aHuang, H.,$eauthor. =700 1\$aTomblin, JS.,$eauthor. =700 1\$aOplinger, DW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12389J.htm =LDR 02797nab a2200541 i 4500 =001 JTE12394J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12394J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12394J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1109 =082 04$a676.2824$223 =100 1\$aSrinivasan, R.,$eauthor. =245 12$aA New Method for Testing the Abrasive Properties of Paper and Other Sheet Materials /$cR. Srinivasan, G. Puttaswamygowda. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aManufacturing operations such as die cutting and slitting of sheet materials result in wear of the tooling. A new method for measuring the abrasive properties of paper and other sheet materials is proposed. The method continuously monitors the force required for penetrating a sheet sample as multiple punches are made with a needle. Abrasive wear caused by the sheet sample changes the geometry of the needle, and consequently changes the penetration force. The trend of the force is used as a measure of the abrasivity of the sheet sample. Several sheet paper samples were tested using this method with two different needle geometries. In all cases, the magnitude of the force decreased with an increasing number of punches. The rate of change of force depends on the type of paper and the initial geometry of the needle. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWear. =650 \0$aPaper. =650 \0$aAbrasion. =650 \0$aSheet material. =650 \0$aPaper$xDefects. =650 \0$aPaper$xTesting. =650 \0$aAbrasive Properties. =650 14$aPaper. =650 24$aSheet material. =650 24$aWear. =650 24$aAbrasion. =650 24$aDie wear. =700 1\$aPuttaswamygowda, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12394J.htm =LDR 02882nab a2200529 i 4500 =001 JTE12395J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12395J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12395J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLB1028.3 =082 04$a371.33$223 =100 1\$aBritton, PW.,$eauthor. =245 10$aMethod-Specific Precision and Bias Relationships Developed from Data Submitted During USEPA Drinking Water Laboratory Performance Evaluation Studies /$cPW. Britton. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (34 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aThis paper documents the process used by the United States Environmental Protection Agency (USEPA) to estimate the mean and standard deviation of data reported by in-control drinking water laboratories during Water Supply (WS) studies. This process is then applied to the data reported for each specific sample, analyte, and method in ten WS studies, and linear relationships between the mean response and true analyte concentration and between the interlaboratory standard deviation of responses and true analyte concentration are presented. Such relationships can be invaluable as background information for anyone who must conduct an interlaboratory study using the same methods to analyze similar interference-free samples or who must evaluate the analytical quality of such data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAnalytical quality. =650 \0$aPerformance evaluation. =650 \0$aInterlaboratory studies. =650 \0$aSurface water. =650 \0$aDrinking water. =650 \0$aWater$xAnalysis. =650 \0$aAnalytical methods. =650 14$aDrinking water analytical methods. =650 24$aInterlaboratory studies. =650 24$aStatistical relationships. =650 24$aAnalytical quality. =650 24$aPerformance evaluation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12395J.htm =LDR 02614nab a2200517 i 4500 =001 JTE12388J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12388J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12388J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.2 =082 04$a620.1/1233$223 =100 1\$aDobeš, F.,$eauthor. =245 10$aSmall Punch Testing in Creep Conditions /$cF. Dobeš, K. Milicka. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThe creep behavior of low-alloy steel was studied using small punch tests under the action of constant force. Disks with a diameter of 8 mm and a thickness of 0.5 mm were pushed against a die with a bore of 4 mm diameter using a ball of 2.5 mm diameter. The time dependence of the central deflection was registered. The resulting dependence has the sigmoidal shape typical of conventional creep tests but with a very significant primary stage. The conventional constant-stress creep tests were performed for comparison. A simple method for the approximate correlation of the force in punch tests with the stress in conventional creep tests of the same duration is suggested. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSmall punch test. =650 \0$aTime to fracture. =650 \0$aLife-fraction rule. =650 \0$aMaterials$xCreep. =650 \0$aStress relaxation (Physics) =650 \0$aViscoelasticity. =650 14$aSmall punch test. =650 24$aConstant-stress creep test. =650 24$aTime to fracture. =650 24$aLife-fraction rule. =700 1\$aMilicka, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12388J.htm =LDR 02410nab a2200469 i 4500 =001 JTE11951 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11951$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11951$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRM862.7 =082 04$a616.07/54$223 =100 1\$aChang, Y-F,$eauthor. =245 10$aUltrasonic Synthetic Aperture Imaging for Correcting the Refraction Artifacts Applied to Angle Beam Immersion Testing /$cY-F Chang, H-I Hsu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThe ultrasonic angle beam immersion testing is a commonly used ultrasonic nondestructive testing technique for automatically detecting nonhorizontal flaws. Since the physical characteristics of the liquid of the couplant is always largely different from those of the test object, a strong refraction of ultrasound occurs at the interface if the angle of incidence is not normal. This will increase the difficulty of estimating the size and position of the flaw from the image obtained by angle beam immersion testing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNon horizontal flaws. =650 \0$aUltrasonic Therapy. =650 \0$aUltrasonic imaging. =650 14$aAngle beam immersion testing. =650 24$aNon horizontal flaws. =650 24$aUltrasonic synthetic aperture imaging. =700 1\$aHsu, H-I,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11951.htm =LDR 02702nab a2200541 i 4500 =001 JTE14017 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE14017$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE14017$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTG380 =082 04$a624/.2$223 =100 1\$aGarza, LG.,$eauthor. =245 12$aA Digital Image Processing Technique for Quantification of Surface Hot-Shortness Cracks /$cLG. Garza, CJ. Van Tyne. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aA Digital Image Processing (DIP) technique was used to quantify the hot-shortness cracking in a medium carbon steel with variations in copper content, oxidation temperature, and oxidation time. The DIP method was an automated and easily-implemented technique, which resulted in quantitative measures of the surface cracking as well as a fast and accurate way to compare a large number of samples. The objective of the present paper is to describe the DIP technique that was used in the hot-shortness study. This technique could be applied to other experiments where quantification of surface cracking is desired. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aHot-shortness. =650 \0$aCopper residuals. =650 \0$aDigital image processing. =650 \0$aIron and steel bridges$xInspection$xData processing. =650 \0$aImage processing$xDigital techniques. =650 \0$aOptical data processing. =650 14$aHot-shortness. =650 24$aSteels. =650 24$aDigital image processing. =650 24$aSurface crack quantification. =650 24$aCopper residuals. =700 1\$aVan Tyne, CJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE14017.htm =LDR 03317nab a2200613 i 4500 =001 JTE12683 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12683$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12683$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE203 =082 04$a625.735$223 =100 1\$aAiban, SA.,$eauthor. =245 10$aUtilization of Steel Slag Aggregate for Road Bases /$cSA. Aiban. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aIndustrial wastes and byproducts have to be disposed off properly so that their environmental impacts are minimized. Alternatively, some of these materials can be utilized in recycling processes, manufacturing of new products, or as construction materials. This paper presents an effective way of utilizing the steel slag aggregate (SSA), which is a byproduct of the steel manufacturing process, in road construction. A comprehensive study was conducted to characterize SSA and determine the potential for its use in road bases. Testing results indicated that SSA is an environmentally safe product and has physical and chemical properties that make it an excellent candidate for road base construction. Laboratory and field data have shown the superior performance of SSA over the locally available calcareous sediments. The resulting California Bearing Ratio values are doubled and the water sensitivity is much less when using SSA instead of the local calcareous material. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLimestone. =650 \0$aRoad base. =650 \0$aCalcareous. =650 \0$aSoil stabilization. =650 \0$aEastern Saudi Arabia. =650 \0$aCalifornia Bearing Ratio. =650 \0$aRoads$zAustralia$zNew South Wales$xDesign and construction. =650 \0$aSlag$zAustralia$zNew South Wales. =650 \0$aWaste products as road materials$zAustralia$zNew South Wales. =650 \0$aRoad materials$zAustralia$zNew South Wales. =650 \0$aIron industry and trade$xBy-products. =650 \0$aSteel industry and trade$xBy-products. =650 14$aSteel slag aggregate (SSA) =650 24$aLimestone. =650 24$aCalcareous. =650 24$aCalifornia Bearing Ratio. =650 24$aRoad base. =650 24$aEastern Saudi Arabia. =650 24$aSoil stabilization. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12683.htm =LDR 03321nab a2200553 i 4500 =001 JTE13112 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE13112$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE13112$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aMasad, E.,$eauthor. =245 10$aEffects of Air Void Size Distribution, Pore Pressure, and Bond Energy on Moisture Damage /$cE. Masad, A. Castelblanco, B. Birgisson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThe relationship between hot mix asphalt moisture damage, air void structure, pore pressure, and cohesive and adhesive bond energies was investigated in this study using mixes with two different aggregate types (limestone and granite). Each of the mixes was designed with varying gradations to obtain different air void distributions among specimens. Moisture damage was evaluated using parameters derived based on the principles of fracture mechanics. Air void distribution was analyzed using a probabilistic approach with the assistance of X-ray computed tomography and image analysis techniques. The cohesive and adhesive bond energies of the mix were calculated using experimental measurements of aggregate and asphalt surface energies. Permeability, which controls the ability of the water to infiltrate into and drain out of the mix, was expressed as a function of statistical parameters of the air void distribution. Ranges of air void distributions and permeability were identified for each of the limestone and granite mixes at which moisture damage was maximum. The difference in moisture damage between the granite and limestone mixes was explained based on air void distribution and cohesive and adhesive bond energies. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMicrostructure. =650 \0$aMoisture damage. =650 \0$aVoid distribution. =650 \0$aEarth dams$xDesign and construction. =650 \0$aStrains and stresses. =650 \0$aFlussdeich. =650 \0$aPorenwasserdruck. =650 \0$aPore pressure. =650 14$aMoisture damage. =650 24$aVoid distribution. =650 24$aMicrostructure. =650 24$aPore pressure. =700 1\$aCastelblanco, A.,$eauthor. =700 1\$aBirgisson, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE13112.htm =LDR 03025nab a2200493 i 4500 =001 JTE12247 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12247$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12247$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aChiu, CT.,$eauthor. =245 12$aA Study on Properties of Foamed-Asphalt-Treated Mixes /$cCT. Chiu, AJN Lewis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aFrom both economical and ecological points of view, cold recycling is much more beneficial than hot recycling. However, due to not only the intrinsic properties of binding mechanisms but also the difficulties of process control, cold recycling did not gain common acceptance in Taiwanese paving industries. For the further development of environment-friendly paving materials and construction processes, this particular study investigated the engineering properties of foamed-asphalt-treated bases in Taiwan. Using a laboratory foaming plant, work was performed on local materials to produce foamed-asphalt-treated cold mixtures. The engineering properties of foamed-asphalt-treated mixes were tested and compared with those of hot recycled mixes. Test results show the benefits of utilizing high percentages (80%) of milled asphalt in foamed asphalt mixes. The optimum asphalt content of foamed asphalt mixes can be reduced from 3.5 to 2.0%, which is less than the mixes consisting of all new aggregate, and the moisture resistance of the mixture is enhanced. Resilience modulus and fatigue data show that foamed-asphalt-treated mixes perform as well as hot recycled mixes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCold recycling. =650 \0$aFoamed asphalt. =650 \0$aLaboratory foaming plant. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aCold recycling. =650 24$aFoamed asphalt. =650 24$aLaboratory foaming plant. =700 1\$aLewis, AJN,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12247.htm =LDR 02847nab a2200541 i 4500 =001 JTE12669 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12669$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12669$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1075 =082 04$a621.8/9$223 =100 1\$aCasari, F.,$eauthor. =245 10$aEffect of Punch Diameter, Grid Dimension, and Lubrication on Forming Limit Diagram /$cF. Casari, M. Tassan, A. Messina, A. Molinari. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aA reduced punch Nakazima Formability Testing equipment has been designed in order to get the forming limit diagram (FLD) of metal sheets using presses or testing machines with low load capability. Due to the limiting punch load of 100 kN, a punch diameter of 50 mm was selected; the FLD obtained with this equipment are in agreement with results obtained by means of similar facilities using the same operative conditions (i.e., grid dimension and lubrication) but standard punch diameter (100-110 mm). The influence of grid dimension and lubrication condition on the intercept FLD0 has been evaluated. Particularly, friction coefficients for the lubrication conditions used in the formability test were measured by means of Strip Friction Testing equipment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLubrication. =650 \0$aGrid dimension. =650 \0$aPunch diameter. =650 \0$aForming limit diagram. =650 \0$aLubrication and lubricants$vHandbooks, manuals, etc. =650 \0$aLubrication and lubricants. =650 14$aForming limit diagram. =650 24$aPunch diameter. =650 24$aLubrication. =650 24$aGrid dimension. =700 1\$aTassan, M.,$eauthor. =700 1\$aMessina, A.,$eauthor. =700 1\$aMolinari, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12669.htm =LDR 03146nab a2200541 i 4500 =001 JTE12640 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12640$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12640$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.1/63$223 =100 1\$aÖchsner, A.,$eauthor. =245 10$aOn the Thick-Adherend Tensile Shear Test of Adhesive Technology—Limitations and Correction Methods /$cA. Öchsner, J. Grácio. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThe thick-adherend lap shear test is numerically investigated. It is shown that the adhesive stiffness influences significantly the uniformity of the adhesive stress distribution and the substrate deformation. Both effects determine the validity of the evaluated shear modulus of the adhesive. Two methods for the substrate deformation correction, i.e., a simple method based on Hooke's law, and a method based on a finite element simulation of a reference specimen, are compared. The correction method based on the finite element method reveals not only better results for the substrate deformation correction in comparison with the simple method based on Hooke's law, but also incorporates the non-uniformity of the adhesive stress distribution for higher stiffness of the adhesive in a considerable way. The possible error of this test method on the determination of the adhesive shear modulus is generally quoted as a function of the stiffness ratio between the adhesive and the substrates. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAdhesive technology. =650 \0$aStress-strain curves. =650 \0$aFinite element stress analysis. =650 \0$aTensile-shear test. =650 \0$aAdhesive shear properties. =650 14$aAdhesive technology. =650 24$aFinite element stress analysis. =650 24$aTensile-shear test. =650 24$aSubstrate deformation correction. =650 24$aMechanical properties of adhesives. =650 24$aAdhesive shear properties. =650 24$aShear stress-strain curves. =700 1\$aGrácio, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12640.htm =LDR 03304nab a2200625 i 4500 =001 JTE14003 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE14003$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE14003$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE716.L8 =082 04$a625.8/5$223 =100 1\$aTarefder, RA.,$eauthor. =245 10$aField and Laboratory Properties of Lime-Treated Cold In-Place Recycled Asphalt Pavements /$cRA. Tarefder, M. Zaman, R. Sisson, C-F Ting. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aCold recycling is a technically promising and cost effective method for improving distressed asphalt pavements. Unlike hot-mix recycling, cold recycling lacks extensive field and laboratory performance data. There is no widely accepted cold in-place recycling (CIR) mix design and testing standard available. This study attempts to generate useful field and laboratory data on pavements constructed with CIR mix and technique. Two field case studies are conducted. The testing of field cores and laboratory samples from these two field sites is conducted to address the existing and new methods for design and performance testing of CIR mixes in partial depth pavements. The laboratory tests include physical property testing (e.g., moisture content, gradation, air voids, emulsion, and aggregate properties) and performance-related testing (e.g., resistance to deformation, retained strength, rut, and fatigue). Relative performances of the CIR mixes from the two sites are analyzed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aEmulsion. =650 \0$aAsphalt pavement. =650 \0$aRetained strength. =650 \0$aCold in-place recycling. =650 \0$aPavements, Asphalt concrete$xAdditives$xLouisiana$xTesting. =650 \0$aAsphalt emulsion mixtures$xTesting. =650 \0$aLime$xLouisiana$xTesting. =650 \0$aAsphalt concrete. =650 \0$aFatigue strength. =650 14$aCold in-place recycling. =650 24$aEmulsion. =650 24$aLime. =650 24$aAsphalt pavement. =650 24$aRetained strength. =650 24$aRut. =650 24$aFatigue. =700 1\$aZaman, M.,$eauthor. =700 1\$aSisson, R.,$eauthor. =700 1\$aTing, C-F,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE14003.htm =LDR 02424nab a2200565 i 4500 =001 JTE12744 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12744$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12744$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P58 =082 04$a624.1/892$223 =100 1\$aHirsch, D.,$eauthor. =245 10$aSome Issues Related to the Selection of Polymers for Aerospace Oxygen Systems /$cD. Hirsch, H. Beeson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aMaterials intended for use in aerospace oxygen systems are commonly screened for oxygen compatibility following NASA STD 6001. This standard allows qualification of materials based on results provided by only one test method. Potential issues related to this practice are reviewed and recommendations are proposed that would lead to improved aerospace oxygen systems safety. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSafety. =650 \0$aIgnition. =650 \0$aPolymers. =650 \0$aFlammability. =650 \0$aOxygen systems. =650 \0$aAerospace materials. =650 \0$aPolymers$xIndustrial applications. =650 \0$aAerospace engineering. =650 14$aOxygen systems. =650 24$aPolymers. =650 24$aSafety. =650 24$aIgnition. =650 24$aFlammability. =650 24$aAerospace materials. =700 1\$aBeeson, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12744.htm =LDR 02664nab a2200565 i 4500 =001 JTE12690 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12690$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12690$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aMeged, Y.,$eauthor. =245 10$aOn the Anomaly of Cumulative Erosion and Abrasion-Time Curves /$cY. Meged. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aErosion and abrasion-time curves of laboratory tests are of various forms. Most of these curves have a typical form, and are considered to be representative of erosion and abrasion phenomena. Other curves are considered anomalous; however, no definite explanations are offered for these irregularities. Analysis of the anomalous curves enables detection of the causes for these anomalies. The main causes detected for curve shape variation are: faulty test equipment, improper test procedure, variation in test specimen structure and properties, and wrong evaluation of test results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aErosion. =650 \0$aAbrasion. =650 \0$aWeibull plots. =650 \0$aAnomalous curve. =650 \0$aErosive boundary layer. =650 \0$aElectrical and Electronic Engineering. =650 \0$aMechanical Engineering. =650 \0$aCivil Engineering. =650 14$aErosion. =650 24$aAbrasion. =650 24$aCumulative mass loss-time curve. =650 24$aAnomalous curve. =650 24$aErosive boundary layer. =650 24$aWeibull cumulative distribution function. =650 24$aWeibull plots. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12690.htm =LDR 02702nab a2200565 i 4500 =001 JTE12615 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12615$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12615$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.N35 =082 04$a620.1/1299$223 =100 1\$aSrinivasan, MN.,$eauthor. =245 10$aConsolidation of Mechanically Alloyed Titanium Silicide using Polycarbosilane /$cMN. Srinivasan, SN. Aripaka. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aStatistical design of experiments was employed to assess the effect of mechanical alloying variables and the chemical binder, allyl hydridopolycarbosilane (AHPCS), percentage on the crystallite size of mechanically alloyed titanium silicide powder, and the microhardness of samples consolidated by chemical bonding. The results indicate that mechanically alloying the powder with higher milling time, higher milling speed, and lower ball-to-powder ratio, and consolidating with 7.5% AHPCS gives a combination of fine nanocrystalline size in the powder and good microhardness in the compact. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMicrohardness. =650 \0$aNanostructure. =650 \0$aPolycarbosilane. =650 \0$aCrystallite size. =650 \0$aTitanium silicide. =650 \0$aMechanical alloying. =650 \0$aNanostructured materials. =650 \0$aNanostructure materials. =650 14$aNanostructure. =650 24$aTitanium silicide. =650 24$aMechanical alloying. =650 24$aPolycarbosilane. =650 24$aCrystallite size. =650 24$aMicrohardness. =700 1\$aAripaka, SN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12615.htm =LDR 02694nab a2200529 i 4500 =001 JTE102071 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102071$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102071$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.8028$223 =100 1\$aHsieh, Chi-Tai,$eauthor. =245 10$aDevelopment and Preliminary Testing of a Crack Detection Sensor for Crack Velocity Measurement of an Edge-Notched Disk /$cChi-Tai Hsieh, Chein-Lee Wang, Shih-Hui Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aIn the present study, a crack velocity measuring system is developed based on the electrical method. The proposed crack velocity measuring system and an available crack gage system were attached on opposite sides of an edge-notched granite disk specimen to measure the velocity of crack propagation on each side of the surface crack. Three sensing materials were assessed for their applicability in crack detection. It was found that the sensing materials have a strong effect on the measurement of the crack velocity. Several observations on crack propagation and some aspects of the proposed measuring technique are discussed in this study. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack gage. =650 \0$aCrack velocity. =650 \0$aEdge-notched disk. =650 \0$aCrack detection sensor. =650 \0$aCracking. =650 \0$aFracture tests. =650 14$aCrack gage. =650 24$aCrack detection sensor. =650 24$aCrack velocity. =650 24$aEdge-notched disk. =700 1\$aWang, Chein-Lee,$eauthor. =700 1\$aWang, Shih-Hui,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102071.htm =LDR 03820nab a2200589 i 4500 =001 JTE101993 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101993$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101993$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710 =082 04$a624.1/5136$223 =100 1\$aMohammad, Louay N.,$eauthor. =245 10$aEstimation of Subgrade Soils Resilient Modulus from in-situ Devices Test Results /$cLouay N. Mohammad, Munir D. Nazzal, Murad Y. Abu-Farsakh, Khalid Alshibli. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aField and laboratory testing programs were conducted to develop resilient modulus prediction models for application in the design and evaluation procedures of pavement structures. The field testing program included conducting several in-situ tests such as Geogauge, Light Falling Weight Deflectometer, and Dynamic Cone Penetrometer (DCP). The laboratory program consisted of performing repeated load triaxial resilient modulus tests, physical properties, and compaction tests on soil samples obtained from tested sections. A total of four subgrade soil types at different moisture-dry unit weight levels were considered. Comprehensive statistical analyses were conducted on the field and laboratory test results. Two sets of models were developed. The first set (direct model) directly relates the laboratory measured resilient modulus values with the results of each of the three in-situ devices, whereas the second set (soil property model) incorporates soil properties in addition to the results of each of the three in-situ devices. A good agreement was observed between the predicted and measured values of the resilient modulus. Furthermore, the results showed that the resilient modulus prediction was enhanced when the soil properties were included as variables within the models. Among the models developed, the DCP-soil property model had the best prediction of resilient modulus followed by the DCP-direct model. The effectiveness of the DCP models were further evaluated during a forensic analysis of pavement section failure in a highway within Louisiana. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGeogauge. =650 \0$aPavment design. =650 \0$aSubgrade soils. =650 \0$aPavment evalution. =650 \0$aResilient modulus. =650 \0$aSoils$xTesting. =650 \0$aSoil mechanics. =650 14$aResilient modulus. =650 24$aSubgrade soils. =650 24$aGeogauge. =650 24$aLight falling weight deflectometer. =650 24$aDyanamic cone penetrometer. =650 24$aPavment design. =650 24$aPavment evalution. =700 1\$aNazzal, Munir D.,$eauthor. =700 1\$aAbu-Farsakh, Murad Y.,$eauthor. =700 1\$aAlshibli, Khalid,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101993.htm =LDR 02862nab a2200505 i 4500 =001 JTE101896 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101896$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101896$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK5982 =082 04$a620.102$223 =100 1\$aChen, Zhenhua,$eauthor. =245 10$aUltrasonic Imaging Technique of Spot Weld Structure for a High Strength Galvanized Steel Sheet /$cZhenhua Chen, Yaowu Shi, Haiyan Zhao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aIn this paper, ultrasonic C-scan imagery technique is applied to measure the nugget diameter and image the defects in a spot weld of a high strength galvanized steel sheet. In order to enhance the test precision, the ultrasonic C-scan image is divided into six characteristic color regions and the related A-scan signals are analyzed according to the structural characteristics of the high strength galvanized steel spot weld. The results indicate that the nugget diameter can be measured accurately, and the shape of inner defects of nugget is evaluated based on the C-scan image and the time domain analysis of A-scan signal. The method proposed in the research is not only a comprehensive and visualized method for spot welding evaluation, but also a kind of important auxiliary method for spot weld research since the inner structure of the spot weld can be investigated without devastating it. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDefects. =650 \0$aSpot weld. =650 \0$aUltrasonic C-scan. =650 \0$aUltrasonic transducers$xDesign and construction. =650 \0$aDigital control systems. =650 14$aUltrasonic C-scan. =650 24$aSpot weld. =650 24$aDefects. =700 1\$aShi, Yaowu,$eauthor. =700 1\$aZhao, Haiyan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101896.htm =LDR 02985nab a2200493 i 4500 =001 JTE100980 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100980$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100980$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.H1 =082 04$a546/.2$223 =100 1\$aSenadheera, Thushanthi D. A. A.,$eauthor. =245 10$aImprovements in the Mercury Displacement Method for Measuring Diffusible Hydrogen Contents in Steels /$cThushanthi D. A. A. Senadheera, W. J. D. Shaw. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe mercury displacement method, also known as the eudiometer method, is one of the most widely used, reliable, and low cost techniques of determining hydrogen quantities in steels. This is one of the few direct and simple techniques for measuring diffusible (mobile) hydrogen quantities. It was originally developed for measuring hydrogen pickup in steels as a result of the welding process, ANSI/AWS A 4.3 standard. However, it is often applied in a more general sense to the measurement of mobile hydrogen in steels as picked up from a wide variety of sources. The main limitation in using this technique is one of safety concerns in handling mercury and controlling the mercury fumes that are given off. This paper describes and suggests a number of modifications and improvements that have been developed from experience over the past couple of years. The modifications increase the accuracy and significantly enhanced the level of safety. The system can be run at moderately high temperatures up to 180°C with minimal mercury vapor loss. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEudiometer. =650 \0$aDiffusible hydrogen. =650 \0$aHydrogen measurement. =650 \0$aHydrogen. =650 \0$aNonmetals. =650 14$aHydrogen measurement. =650 24$aDiffusible hydrogen. =650 24$aEudiometer. =700 1\$aShaw, W. J. D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100980.htm =LDR 02734nab a2200517 i 4500 =001 JTE102162 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102162$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102162$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA465 =082 04$a620.1/76$223 =100 1\$aTeimourimanesh, Shahab,$eauthor. =245 10$aEffects of Cycles below the Fatigue Limit on the Life of a High Strength Steel /$cShahab Teimourimanesh, Fred Nilsson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe objective of this work was to study the hypothesis of the possible influence of stress ranges below the fatigue limit on the fatigue life of the material. The experiments were conducted on high strength steel (Uddeholm Impax Supreme®, a CrNiMo steel) with tension-tension periodic blocks under stress control. The fatigue limit of the steel for tension-tension was determined by the staircase method. The programmed loading contained one repeated sequence of two ranges of stress cycles, above and below the fatigue limit. One-sided t-testing showed that it cannot be concluded that there is a significant influence of the range of stress below the fatigue limit on the fatigue life of the material, although a slight beneficial effect was indicated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue life. =650 \0$aFatigue limit. =650 \0$aHypothesis testing. =650 \0$aHigh strength steel. =650 \0$aSteel$xFracture. =650 \0$aSteel$xHeat treatment. =650 14$aFatigue life. =650 24$aFatigue limit. =650 24$aHigh strength steel. =650 24$aHypothesis testing. =700 1\$aNilsson, Fred,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102162.htm =LDR 03511nab a2200565 i 4500 =001 JTE102114 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102114$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102114$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA7 =082 04$a625.85$223 =100 1\$aWang, Weibiao,$eauthor. =245 10$aMethod of Compaction has Significant Effects on Stress-Strain Behavior of Hydraulic Asphalt Concrete /$cWeibiao Wang, Kaare Höeg. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aFour different laboratory compaction methods, i.e., the Marshall, vibration, static, and gyratory methods, were used to study the effects of type of compaction method on the triaxial stress-strain behavior of asphalt concrete. The behavior was compared to that of asphalt concrete compacted in the field by a vibratory roller. Although the asphalt concrete specimens were all made of the same mix and compacted to approximately the same density (air voids), the resulting stress-strain curves were very different. The secant modulus up to 1 % axial strain for the gyratory compacted specimens was six times that of the field compacted specimen, and the axial strain of the field specimen at failure was six times that of the gyratory specimen. The reason is that, although the asphalt concrete density is the same for the different specimens, the aggregate particle arrangement and interlocking (skeleton structure) after compaction are very dependent upon the method of compaction used. For field quality control, common practice is to compare the behavior of field compacted specimens to specifications based on laboratory specimens. Therefore, it is important to use laboratory compaction methods that yield specimens with behavior similar to that resulting from roller compaction in the field. Two such methods are proposed, a modified Marshall method and a special compaction method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt core. =650 \0$aEmbankment dam. =650 \0$aAsphalt specimen. =650 \0$aField compaction. =650 \0$aLaboratory compaction. =650 \0$aStress-strain behavior. =650 \0$aRoad materials. =650 \0$aAsphalt mixtures. =650 14$aLaboratory compaction. =650 24$aField compaction. =650 24$aAsphalt specimen. =650 24$aStress-strain behavior. =650 24$aAsphalt core. =650 24$aEmbankment dam. =700 1\$aHöeg, Kaare,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102114.htm =LDR 02895nab a2200505 i 4500 =001 JTE101675 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101675$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101675$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQB209 =082 04$a529$223 =100 1\$aMichaelis, Ron,$eauthor. =245 10$aHigh-Rate Time-Dependent Displacement Gage for HE Field Tests /$cRon Michaelis, Ido Anteby, Erez Gal, Oren Sadot, Gabi Ben-Dor. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aA dynamic gage, capable of continuously measuring high-rate displacements of structures, has been developed and tested by the research team of the Protective Technologies Research & Development Center (PTR&DC) of the Faculty of Engineering Sciences of the Ben-Gurion University of the Negev. The gage, which was originally developed in order to monitor the time-dependent displacements of concrete slabs subjected to explosion-generated blast wave impacts, can be used to monitor the displacement of any structure that is exposed to high-rate dynamic loads. The displacement gage is based on a torsion tube, twisted by a long flexure element that is connected to the measured point or structure. The twist of the torsion tube is monitored by strain gages. The displacement gage was tested in the impact pendulum laboratory of the PTR&DC, and will be used in high explosive (HE) field tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDynamic displacement gage. =650 \0$aTime-dependent displacement gage. =650 \0$aBlast measurements. =650 14$aTime-dependent displacement gage. =650 24$aDynamic displacement gage. =650 24$aBlast measurements. =700 1\$aAnteby, Ido,$eauthor. =700 1\$aGal, Erez,$eauthor. =700 1\$aSadot, Oren,$eauthor. =700 1\$aBen-Dor, Gabi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101675.htm =LDR 03628nab a2200529 i 4500 =001 JTE102056 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102056$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102056$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aPZ7.R8139 =082 04$a616.07/572$223 =100 1\$aAlvarez, Allex E.,$eauthor. =245 10$aConnected Air Voids Content in Permeable Friction Course Mixtures /$cAllex E. Alvarez, Amy Epps Martin, Cindy Estakhri. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aCurrent hot mix asphalt (HMA) mix design procedures used to determine the optimum asphalt content for permeable or porous friction course (PFC) mixtures are based primarily on total air void (AV) content. Durability and functionality of PFC mixtures are also related to the total AV content. However, the connected AV content (defined as the proportion of AV that form connected pathways for air and water transport through PFC mixtures) may provide more insight into the mixture structure in terms of the AV content directly associated with functionality and durability properties and constitute an alternative parameter to conduct PFC mix design and evaluation. This study evaluated two laboratory methodologies (vacuum and dimensional analysis) for determining water-accessible AV content and two types of analysis to compute interconnected AV content based on X-ray Computed Tomography (X-ray CT) and image analysis techniques. Although both the interconnected AV content and water-accessible AV content constitute determinations of connected AV content, different nomenclature was used to differentiate the origin of the calculation. Dimensional analysis with application of vacuum and X-ray CT and image analysis with inclusion of surface AV are recommended for determining water-accessible AV content and interconnected AV content, respectively. Future work should focus on investigating the use of connected AV content as an alternative parameter to integrate in mix design and laboratory and computational evaluation of PFC mixtures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aVolumetric properties. =650 \0$aTotal air voids content. =650 \0$aRadiography, Medical. =650 \0$aX-rays. =650 14$aPermeable friction course. =650 24$aOpen-graded friction course. =650 24$aConnected air voids content. =650 24$aTotal air voids content. =650 24$aX-ray computed tomography. =650 24$aVolumetric properties. =700 1\$aEpps Martin, Amy,$eauthor. =700 1\$aEstakhri, Cindy,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102056.htm =LDR 03885nab a2201033 i 4500 =001 JTE101649 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101649$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101649$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aSH452 =082 04$a688.7/912$223 =100 1\$aQuinn, George D.,$eauthor. =245 10$aFlexural Strength of Ceramic and Glass Rods /$cGeorge D. Quinn, Brian T. Sparenberg, Philip Koshy, Lewis K. Ives, Said Jahanmir, Dwayne D. Arola. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (23 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b55 =520 3\$aFlexural testing is the most common method used to measure the uniaxial tensile strength of ceramics and glasses. Although standard test methods have been developed for rectangular specimens, cylindrical rod specimens may be preferred in many cases. This paper summarizes how rods have been tested in the past, identifies key experimental errors and remedies, and serves as the foundation for a new standard test method for ceramics and glasses. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGlass. =650 \0$aErrors. =650 \0$aCradles. =650 \0$aCeramics. =650 \0$aStandard. =650 \0$aStrain gage. =650 \0$aWedging error. =650 \0$aContact cracks. =650 \0$aFriction error. =650 \0$aSilicon nitride. =650 \0$aLarge deflection. =650 \0$aWrong span error. =650 \0$aBrittle materials. =650 \0$aFlexural strength. =650 \0$aPoor articulation. =650 \0$aFour-point loading. =650 \0$aWeibull statistics. =650 \0$aThree-point loading. =650 \0$aCylindrical specimens. =650 \0$aConcentrated load error. =650 \0$aEccentric loading error. =650 \0$aInitial curvature error. =650 \0$aFishing rods. =650 \0$aRods. =650 14$aASTM C-1684. =650 24$aCeramics. =650 24$aCradles. =650 24$aGlass. =650 24$aFlexural strength. =650 24$aThree-point loading. =650 24$aFour-point loading. =650 24$aBrittle materials. =650 24$aStandard. =650 24$aRods. =650 24$aCylindrical specimens. =650 24$aErrors. =650 24$aSilicon nitride. =650 24$aStrain gage. =650 24$aWeibull statistics. =650 24$aWedging error. =650 24$aConcentrated load error. =650 24$aFriction error. =650 24$aLarge deflection. =650 24$aContact cracks. =650 24$aInitial curvature error. =650 24$aEccentric loading error. =650 24$aWrong span error. =650 24$aPoor articulation. =650 24$aContact point tangency shift error. =700 1\$aSparenberg, Brian T.,$eauthor. =700 1\$aKoshy, Philip,$eauthor. =700 1\$aIves, Lewis K.,$eauthor. =700 1\$aJahanmir, Said,$eauthor. =700 1\$aArola, Dwayne D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101649.htm =LDR 02524nab a2200481 i 4500 =001 JTE102137 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102137$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102137$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD75.9 =082 04$a338.9/0068$223 =100 1\$aChang, Che-Wei,$eauthor. =245 10$aDeveloping a Project Evaluation and Testing Model to Assess Stable Photovoltaic Slicing Machine /$cChe-Wei Chang, Cheng-Ru Wu, Huang-Chu Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aThis study discusses and develops a project selection model for the purchase of diamond cutting machines for 12-in. photovoltaic silicon wafer slicing based on an analytical network process and preference by similarity to ideal solution (ANP-TOPSIS) method. Simultaneously, process capability indices are presented to test and verify the feasibility and effectiveness of the proposed method. The proposed method can help decision makers to establish a project evaluation and testing mode to affect and choose the best mode for diamond cutting machines of photovoltaic wafer slicing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aProject evaluation. =650 \0$aPhotovoltaic Slicing Machine. =650 14$aProject evaluation. =650 24$aPhotovoltaic silicon wafer slicing. =650 24$aANP-TOPSIS. =650 24$aProcess capability indices. =700 1\$aWu, Cheng-Ru,$eauthor. =700 1\$aChen, Huang-Chu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102137.htm =LDR 04494nab a2200541 i 4500 =001 JTE102183 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102183$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102183$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aH47477 =082 04$a813/.54$223 =100 1\$aZhu, Xian-Kui,$eauthor. =245 10$aRevised Incremental J-Integral Equations for ASTM E1820 Using the Crack Mouth Opening Displacement /$cXian-Kui Zhu, James A. Joyce. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe incremental J-integral equations used in ASTM E1820 were developed utilizing the work input to the test specimen, and utilize the load versus load-point/line displacement (LLD) data obtained from the fracture test. The analysis of Ernst [Fracture Machanics: Thirteenth Conference, ASTM STP 743] was then used to obtain crack growth corrected estimates of the J-integral as needed for an accurate J-R curve evaluation. For the compact type specimens, the crack mouth opening displacement (CMOD) gage was moved to the load line so that an adequate estimate of LLD could be obtained from the clip gage and utilized for compliance-based crack extension and incremental J-integral estimates. For the single edge-notched bend [SE(B)] specimens, however, it has been necessary to measure both CMOD for compliance-based crack length estimates and LLD for the crack growth corrected J-integral calculations. Additional experimental complexity and expense are thus added. ASTM E1820 includes a "basic" procedure which allows evaluating the J-integral using CMOD without crack growth corrections if the result is used only for evaluation of initiation toughness. Recently, Annex A16 based on work of Wallin and Laukkanen [Engineering Fracture Mechanics, Volume 71, 2004, pp. 1601-1614] has been added to ASTM E1820 that presents a multiple-step procedure to obtain a crack growth corrected J-R curve from the basic method data. A more direct approach was proposed recently by Zhu [Journal of ASTM International, Volume 5, No. 5, 2008, paper ID: JAI 101532] using an incremental procedure to obtain the desired, crack growth corrected J-R curve from the CMOD data of SE(B) specimens with two geometry factors ?CMOD and ?CMOD similar to the parameters presently used in the existing LLD-based J-integral analysis. Using fracture toughness test data for SE(B) specimens, detailed comparisons and discussions are made between the proposed method and the ASTM E1820 CMOD methods in determination of J-R curves for HY80 steels. As the basis of comparison, the "accurate" solutions obtained from the standard LLD-based incremental J-integral method are provided for all specimens considered. The difference between the CMOD and LLD methods are then quantified. The results show that the proposed CMOD incremental J-integral equations are simple and effective, and thus are recommended here for use in ASTM E1820 for testing J-R curves and for reducing test costs and complexity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-R curve. =650 \0$aSE(B) specimen. =650 \0$aFracture toughness. =650 \0$aJ-integral equation. =650 \0$aFractures. =650 \0$aFracture testing. =650 14$aFracture testing. =650 24$aFracture toughness. =650 24$aJ-R curve. =650 24$aJ-integral equation. =650 24$aCMOD. =650 24$aSE(B) specimen. =700 1\$aJoyce, James A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102183.htm =LDR 02667nab a2200481 i 4500 =001 JTE101914 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101914$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101914$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1800 =082 04$a621.36/92$223 =100 1\$aSargent, R.,$eauthor. =245 10$aMeasurement of Board Temperatures during Kiln Drying Using Fiber Optic Sensors /$cR. Sargent. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aFiber optic temperature sensors were investigated as an alternative to thermocouples for measuring the temperature inside pieces of timber during kiln drying. Fiber optic sensors were thought to have some advantages over thermocouples in standard hot air drying, and this increased measurement accuracy would be beneficial for validating the Scion single-board drying model. The fiber optic sensors showed some improvement over the thermocouples, mainly in not conducting heat into the board from the kiln atmosphere. Overall the two types of sensors behaved similarly, and both showed quite different behavior to predictions from the single-board drying model. Due to their higher cost and fragility, the fiber optic sensors are not recommended for applications such as this, where thermocouples could be used instead. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFiber optic. =650 \0$aWood drying. =650 \0$aTemperature measurement. =650 \0$aFiber optics. =650 \0$aTechnology Engineering$xFiber Optics. =650 14$aFiber optic. =650 24$aTemperature measurement. =650 24$aWood drying. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101914.htm =LDR 02096nab a2200493 i 4500 =001 JTE10559J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10559J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10559J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aGross, B.,$eauthor. =245 10$aMode I Stress Intensity Factors for Round Compact Specimens /$cB. Gross. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aMode I stress intensity factors KI were computed for round compact specimens by the boundary collocation method. Results are presented for ratios At/R0 in the range 0.3 to 0.8, where At is the distance from the specimen center to the crack tip for a specimen of diameter 2R0. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrains. =650 \0$aStresses. =650 \0$aFractures (materials) =650 \0$aFracture. =650 \0$aFracture mechanism. =650 \0$aElastic-plastic fracture. =650 14$aStresses. =650 24$aStrains. =650 24$aFractures (materials) =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10559J.htm =LDR 02673nab a2200505 i 4500 =001 JTE10561J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10561J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10561J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a620.136$223 =100 1\$aNielsen, J.,$eauthor. =245 10$aAcoustic Emission of Plain Concrete /$cJ. Nielsen, DF. Griffin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aWhen a specimen of engineering material is subjected to external loads, stress waves known as acoustic emissions are induced. A unique characteristic of many engineering materials that emit acoustical energy is that upon reloading the specimen does not emit acoustical energy until the magnitude of loading exceeds the prior maximum loading. This investigation was undertaken to determine if this characteristic could be used to disclose the loading history of plain portland cement concrete. The test results show that the unique characteristic is very temporary and therefore cannot be used to determine the prior maximum loading on a concrete specimen. Within a matter of hours concrete subjected to loading within its elastic limit recovers, and acoustical energy may again be released by reloading. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConcretes. =650 \0$aPortland cements. =650 \0$aAcoustic properties. =650 \0$aPortland cements concrete. =650 \0$aConcrete. =650 \0$aAsphalt concrete. =650 14$aAcoustic properties. =650 24$aConcretes. =650 24$aPortland cements. =700 1\$aGriffin, DF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10561J.htm =LDR 03177nab a2200673 i 4500 =001 JTE10556J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10556J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10556J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.1/692$223 =100 1\$aDasGupta, A.,$eauthor. =245 10$aDelayed Yielding of a Plane Stress Viscoelastic Dugdale Model /$cA. DasGupta, HF. Brinson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThe purpose of this investigation is to characterize the delayed yielding and fracture phenomena in a viscoelastic ductile polymer where crack growth is associated with the formation and growth of a plastic zone at the tip of the crack. This investigation deals with the time before catastrophic failure occurs in front of the crack tip. The bulk material is considered viscoelastic as well as rate dependent and is modeled by a modified Bingham model used by Brinson. The yielded material in the crazed region is modeled by the viscoelastic-plastic model of Crochét. Our theoretical solution has been adapted to a plane stress polycarbonate Dugdale model to facilitate a simple experimental verification. Such results could be useful in predicting lifetime, reliability, and failure criteria in structural members made from viscoelastic-plastic materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aCrazing. =650 \0$aDelayed time. =650 \0$aDisplacement. =650 \0$aPlane stress. =650 \0$aPlastic zone. =650 \0$aYield strength. =650 \0$aViscoelasticity. =650 \0$aPlastic properties. =650 \0$aFractures (materials) =650 \0$aCreep properties. =650 \0$aMachinery. =650 \0$aMetals$xPlastic properties. =650 14$aYield strength. =650 24$aViscoelasticity. =650 24$aFractures (materials) =650 24$aPlastic properties. =650 24$aPlastic zone. =650 24$aPlane stress. =650 24$aCrazing. =650 24$aDisplacement. =650 24$aCreep. =650 24$aDelayed time. =700 1\$aBrinson, HF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10556J.htm =LDR 02618nab a2200589 i 4500 =001 JTE10560J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10560J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10560J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN697.A47 =082 04$a669.722$223 =100 1\$aHolt, M.,$eauthor. =245 10$aCreep-Rupture Properties of Aluminum Alloy A356-T61 /$cM. Holt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aPermanent-mold test bars of aluminum alloy A356.0-T61 were subjected to elevated-temperature tensile tests and isothermal constant-load stress-rupture tests (for lives up to 10 000 h), under the aegis of the Metal Properties Council. Rupture strength and secondary creep rate data were analyzed by the successive plotting of isotemperature and isotime curves and by the Larson-Miller procedure. A reasonable base for setting allowable stress values for design codes has been developed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aStress-rupture. =650 \0$aAluminum alloys. =650 \0$aCreep properties. =650 \0$aAluminum castings. =650 \0$aMetal Properties Council. =650 \0$aAluminum. =650 \0$aMaterial characterization. =650 \0$aAluminum$xMetallurgy. =650 14$aAluminum alloys. =650 24$aCreep properties. =650 24$aStresses. =650 24$aAluminum castings. =650 24$aAlloy A356-T61. =650 24$aStress-rupture. =650 24$aElevated-temperature tensile properties. =650 24$aMetal Properties Council. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10560J.htm =LDR 03244nab a2200589 i 4500 =001 JTE10554J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10554J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10554J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA405 =082 04$a620.1/1292$223 =100 1\$aFulop, S.,$eauthor. =245 12$aA Servo-Controlled Hydraulic Hot-Torsion Machine for Hot Working Studies /$cS. Fulop, KC. Cadien, MJ. Luton, HJ. McQueen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aA closed loop servo-controlled hydraulic hot-torsion testing machine is described that is capable of applying a maximum of 100 revolutions of twist at velocities up to 15 revolutions/s with a maximum torque of 110 N.m. When a test specimen measuring 25 by 6 mm is used, these factors correspond to a maximum surface strain of 80, a shear strain rate of 12 s-1, and a shear stress of 1800 MPa. The motor displacement is programmed with the aid of a digital function generator and either torque or rotary displacement may be used for feedback control. The test pieces are held between a hydraulic motor and a fixed torque cell by superalloy loading members mounted in self-aligning chucks. They are heated by a radiant furnace and are enclosed in a transparent quartz tube that is flushed with argon during testing. By flooding the tube with water at the completion of a test, the specimen may be quenched to permit the study of the microstructures developed during hot deformation as well as the effect of various holding times on the deformation structures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWorkability. =650 \0$aHot workability. =650 \0$aHigh strain rate. =650 \0$aHigh temperature tests. =650 \0$aDynamic recrystallization. =650 \0$aTorsion tests. =650 \0$aTorsion. =650 \0$aHot-Torsion Machine. =650 14$aHigh temperature tests. =650 24$aTorsion tests. =650 24$aWorkability. =650 24$aDynamic recrystallization. =650 24$aHigh strain rate. =650 24$aHot workability. =700 1\$aCadien, KC.,$eauthor. =700 1\$aLuton, MJ.,$eauthor. =700 1\$aMcQueen, HJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10554J.htm =LDR 02998nab a2200685 i 4500 =001 JTE10558J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10558J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10558J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aEhrenburg, DO.,$eauthor. =245 10$aPlastic Flow and Fracture Under Triaxial Loading /$cDO. Ehrenburg. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThe purpose of this paper is to develop an algebraic frame of reference for testing under triaxial loading. In the case of moderate confining pressures, certain parameters may be assumed to remain constant, which makes it possible to describe the behavior of a test specimen in terms of relatively simple mathematical equations. In the case of higher confining pressures, the paper is limited to indicating general trends and observing that several parameters approach recognizable limiting values. In the light of these limits, it is possible to predict the behavior of materials under the combined effect of extremely high confining pressure and high temperature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPressure. =650 \0$aStrength. =650 \0$aYield range. =650 \0$aActive state. =650 \0$aPassive state. =650 \0$aElastic strain. =650 \0$aPlastic strain. =650 \0$aTriaxial tests. =650 \0$aTangent modulus. =650 \0$aConfining pressure. =650 \0$aFractures (materials) =650 \0$aFracture. =650 \0$aFracture mechanics. =650 \0$aElastic-plastic fracture. =650 14$aTriaxial tests. =650 24$aPressure. =650 24$aFractures (materials) =650 24$aStrength. =650 24$aElastic strain. =650 24$aPlastic strain. =650 24$aYield range. =650 24$aTangent modulus. =650 24$aActive state. =650 24$aPassive state. =650 24$aConfining pressure. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10558J.htm =LDR 03226nab a2200577 i 4500 =001 JTE10557J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10557J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10557J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126$223 =100 1\$aMills, WJ.,$eauthor. =245 12$aA Technique for Measuring Load-Line Displacements of Compact Ductile Fracture Toughness Specimens at Elevated Temperatures /$cWJ. Mills, LA. James, JA. Williams. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA test method developed for measuring load-line displacements in compact ductile fracture toughness (JIc) specimens at elevated temperatures was used to characterize the elastic-plastic (J integral) fracture response of Inconel® X-750 at 75°F (24°C) and ASME SA-387 Grade C steel at 75°F (24°C) and 600°F (316°C). This technique employs a rigid fixture, attached directly to the test specimen, which translates the load-line displacements outside the loading clevises where the displacements are monitored by two linear variable differential transformers (LVDT) inside the elevated temperature environment. To evaluate the proposed displacement measuring technique, displacements and values of J determined by the LVDT method were compared with those determined by the conventional clip gage method. The data obtained from the two displacement measuring techniques were in agreement. In addition, LVDT-determined displacements within the linear-elastic regime were consistent with theoretical displacements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ integral. =650 \0$aDisplacement. =650 \0$aFractures (materials) =650 \0$aHigh temperature tests. =650 \0$aLoad-line displacement. =650 \0$aFracture. =650 \0$aFracture mechanism. =650 \0$aToughness. =650 14$aFractures (materials) =650 24$aHigh temperature tests. =650 24$aDisplacement. =650 24$aJ integral. =650 24$aLoad-line displacement. =650 24$aElevated temperature fracture toughness testing. =700 1\$aJames, LA.,$eauthor. =700 1\$aWilliams, JA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10557J.htm =LDR 03463nab a2200805 i 4500 =001 JTE10562J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10562J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10562J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE153 =082 04$a625.7$223 =100 1\$aShrive, NG.,$eauthor. =245 12$aA Study of Durability in Temperature Cycles and Water Resistance of Sulfur Concretes and Mortars /$cNG. Shrive, JE. Gillott, IJ. Jordaan, RE. Loov. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThe durability of sulfur concretes and mortars in expected-use environments is considered.The effects of temperature cycling and immersion in water are considered separately, and the effects of temperature, specimen size, and mold material on the strength of these materials are also discussed.The problem of biological attack is not considered.Immersion in water of specimens containing swelling clays can cause disintegration of sulfur concretes and mortars in a short time.Attempts to solve the problem caused by the presence of swelling clay are described.Partial success was obtained.The results of independent tests on the effects of water and temperature cycling should be considered before the result of freezethaw tests on sulfur concretes and mortars are interpreted.Erratum to this paper appear in 6(2) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTests. =650 \0$aWater. =650 \0$aSulfur. =650 \0$aThermal. =650 \0$aStrength. =650 \0$aConcretes. =650 \0$aAggregates. =650 \0$aDurability. =650 \0$aTemperature. =650 \0$aForm (molds) =650 \0$aWater resistance. =650 \0$aMortars (material) =650 \0$aMechanical strength. =650 \0$aFreeze-thaw durability. =650 \0$aFreeze-thaw. =650 \0$aConcrete. =650 \0$aResistance. =650 14$aSulfur. =650 24$aConcretes. =650 24$aMortars (material) =650 24$aStrength. =650 24$aMechanical strength. =650 24$aSize. =650 24$aForm (molds) =650 24$aAggregates. =650 24$aDurability. =650 24$aTests. =650 24$aThermal. =650 24$aTemperature. =650 24$aWater. =650 24$aWater resistance. =650 24$aFreeze-thaw durability. =700 1\$aGillott, JE.,$eauthor. =700 1\$aJordaan, IJ.,$eauthor. =700 1\$aLoov, RE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10562J.htm =LDR 02769nab a2200493 i 4500 =001 JTE10555J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10555J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10555J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRK527 =082 04$a617.6/43$223 =100 1\$aTheocaris, PS.,$eauthor. =245 10$aThree-Point Bending at Large Deflections /$cPS. Theocaris, SA. Paipetis, S. Paolinelis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aA complete investigation of three-point bending at large deflections was attempted with the view of applying it as a test method for the determination of the effective modulus of elasticity of materials. A general solution of the problem was attempted by considering friction forces at the supports, axial forces along the beams tested at large deflections, and the effect of finite depth. The solution was carried out for homogeneous, perfectly elastic materials with equal tensile and compressive moduli under the assumption that plane sections remain plane at large deflections and that no appreciable effect of shear or stress concentrations at the position of load application exists. The effect of roller supports of finite radius was also considered. The results obtained by the present theory provide sufficient data for the design of a bending test under any given conditions or accuracy required. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModulus of elasticity. =650 \0$aBending. =650 \0$aDeflection. =650 \0$aThree-Point Bending. =650 14$aBending. =650 24$aDeflection. =650 24$aModulus of elasticity. =700 1\$aPaipetis, SA.,$eauthor. =700 1\$aPaolinelis, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10555J.htm =LDR 02578nab a2200493 i 4500 =001 JTE10563J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10563J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10563J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a620.136$223 =100 1\$aAdepegba, D.,$eauthor. =245 10$aRandom Axial Loading of Short Reinforced Laterized Concrete Columns /$cD. Adepegba. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aThe response to random loading of short reinforced laterized concrete columns was investigated by testing, under three cycles of loading and unloading, three columns cast from 1:2:4, 1:1½:3, and 1:1:2 mixes by weight and reinforced with four 12.7-mm (½-in.) diameter mild steel rods. The results obtained from the test showed that randomly loaded columns are capable of withstanding higher compressive stresses (80 to 95% cube strength) before failure than similar columns loaded to failure in one cycle. An attempt was made to discuss the inherent differences between the transformed section theory assumed for an "elastic" concrete component of a composite column and the theory applicable to a "viscoelastic" concrete, which laterized concrete approximates. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConcretes. =650 \0$aLaterites. =650 \0$aLoads (forces) =650 \0$aPortland cements. =650 \0$aConcrete. =650 \0$aAsphalt concrete. =650 14$aConcretes. =650 24$aLaterites. =650 24$aLoads (forces) =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10563J.htm =LDR 03295nab a2200565 i 4500 =001 JTE102361 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102361$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102361$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLD5655.V855 =082 04$a677$223 =100 1\$aKown, Eun Sook,$eauthor. =245 12$aA Quantitative Fabric Drape Evaluation System Using Image-Processing Technology, Part 2 :$bEffect of Fabric Properties on Drape Parameters /$cEun Sook Kown, Soon Young Yoon, In. Hwan Sul, Sungmin Kim, Chang Kyu Park. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aA new quantitative fabric drape evaluation method using image-processing technology was published in Part 1 and submitted to the International Organization for Standardization as a revised international standard. In this research, the effects of fabric properties on drape parameters have been examined using the new drape evaluation system to verify the new method. Drape parameters include the number of drape nodes, the amplitude of the drape wave, and drape wavelength, as well as drape ratio (coefficient). The Kawabata Evaluation System (KES) was used to measure the mechanical properties of 60 woven fabric samples. Through correlation analysis, we found that tensile, bending, and shear properties of fabrics are closely related to each drape parameter. Some regression equations were derived to predict the drape ratio, the number of drape nodes, and the wave amplitude from the KES fabric properties. In all regression models, the bending hysteresis (2HB) of a fabric and its combined value with fabric weight (2HB/W) were observed to be the most significant factors. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImage analysis. =650 \0$aDrape parameter. =650 \0$aFabric property. =650 \0$aQuantitative evaluation. =650 \0$aFabric drape. =650 \0$aFabrics. =650 14$aQuantitative evaluation. =650 24$aFabric drape. =650 24$aDrape parameter. =650 24$aFabric property. =650 24$aImage analysis. =700 1\$aYoon, Soon Young,$eauthor. =700 1\$aSul, In. Hwan,$eauthor. =700 1\$aKim, Sungmin,$eauthor. =700 1\$aPark, Chang Kyu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102361.htm =LDR 03506nab a2200517 i 4500 =001 JTE102624 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102624$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102624$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA7 =082 04$a625.7$223 =100 1\$aGumaste, Suchit D.,$eauthor. =245 10$aApplication of Impedance Spectroscopy for Determining Fabric Anisotropy of Fine-Grained Soils /$cSuchit D. Gumaste, D. N. Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b50 =520 3\$aEngineering behavior of fine-grained soils is mainly influenced by its fabric structure, which is the arrangement of soil particles and distribution of the pores. For determination of soil fabric, earlier researchers have relied on instrumentation techniques such as scanning electron microscope (SEM) and mercury intrusion porosimetry (MIP). However, due to small sample size, complexities involved with the sample preparation, and destructive nature of these techniques, precise interpretation of the results becomes a challenging task. In order to overcome this, efforts were made by the authors to explore the potential of impedance spectroscopy, which is a non-destructive and non-invasive technique of characterizing the soil mass, for determining its fabric. Details of the methodology adopted to achieve this are presented in this paper, which also elaborates the setup employed to determine the electrical conductivity of the marine clay samples in their undisturbed and remolded states. Further, the observed directional dependency of electrical conductivity, i.e., electrical anisotropy, has been expressed as the anisotropy coefficient, Ae, and its potential in defining the fabric anisotropy has been demonstrated. The results have been critically examined vis-à-vis the observations from the SEM and MIP studies. The study reveals that the higher the deviation of Ae from unity, the higher would the fabric anisotropy be, which is indicative of the fabric of the fine-grained soils. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFabric anisotropy. =650 \0$aElectrical conductivity. =650 \0$aLaboratory investigations. =650 \0$aSoil fabric. =650 \0$aFine-grained soils. =650 14$aFine-grained soils. =650 24$aSoil fabric. =650 24$aElectrical conductivity. =650 24$aFabric anisotropy. =650 24$aLaboratory investigations. =700 1\$aSingh, D. N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102624.htm =LDR 02829nab a2200505 i 4500 =001 JTE102495 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102495$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102495$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHG8850 =082 04$a332.67/2$223 =100 1\$aTsai, Hui-Yin,$eauthor. =245 14$aThe Efficiency Analysis of Life Insurance Company in Taiwan :$bTwo-Stage Data Envelopment Analysis /$cHui-Yin Tsai, An. Siou Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aIn this research we use the two-stage data envelopment analysis (DEA) and divide life insurance activities into two stages according to the production characteristics of 11 life insurance companies in Taiwan. The first stage is the operational efficiency, and the second stage is the profitability efficiency. Analysis of the input and output data during the 2005-2006 period was made for 11 life insurance companies in Taiwan. The aim of this analysis was to investigate the relative efficiency of each life insurance company at various stages of production activities. The efficiency of decision processes that can be divided into single stages has been measured for the whole process as well as for each stage separately by using the conventional DEA methodology in order to identify the causes of inefficiency. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOperational efficiency. =650 \0$aLife insurance companies. =650 \0$aProfitability efficiency. =650 \0$aLife insurance$xFinance. =650 \0$aInsurance companies$xInvestments. =650 14$aTwo-stage DEA. =650 24$aLife insurance companies. =650 24$aOperational efficiency. =650 24$aProfitability efficiency. =700 1\$aWang, An. Siou,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102495.htm =LDR 03269nab a2200541 i 4500 =001 JTE102386 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102386$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102386$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aJiang, Zhengwu,$eauthor. =245 10$aSize Effects in Flexural Toughness of Fiber Reinforced Concrete /$cZhengwu Jiang, Nemkumar Banthia. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThe influence of specimen size on measured flexural toughness of fiber reinforced concrete (FRC) remains largely unknown. Towards this end, an experimental program was carried out where flexural toughness tests were performed on specimens of two different sizes using ASTM C1609/C1609M-07 test procedure. Two specimen sizes of 100x100x350 mm3 and 150x150x500 mm3 were tested. A hybrid polymeric fiber at three fiber dosage rates of 3.0, 4.5, and 6.0 kg/m3 was investigated. Results indicate that the specimen size affects not only the toughness properties but also the variability in data as quantified by the coefficient of variation (COV). Size effect was more pronounced in the early part of the load-deflection curve and decreased with an increase in the fiber volume fraction. At a given fiber volume fraction, the COV, moduli of rupture, and post-crack residual strengths were all higher for the specimens of smaller size. Finally, the small size specimens showed a greater deflection hardening than the large size specimens. The last conclusion is significant in that deflection hardening is now often cited as the required performance characteristic of high performance FRC, and this property may depend more on the size of the specimens than on the composite itself. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTesting. =650 \0$aStrength. =650 \0$aToughness. =650 \0$aSize effect. =650 \0$aFiber reinforced concrete. =650 \0$aFibrous composites. =650 \0$aComposite materials. =650 14$aTesting. =650 24$aFiber reinforced concrete. =650 24$aToughness. =650 24$aSize effect. =650 24$aStrength. =700 1\$aBanthia, Nemkumar,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102386.htm =LDR 03321nab a2200625 i 4500 =001 JTE102488 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102488$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102488$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHV6074 =082 04$a363.25/8$223 =100 1\$aMasmoudi, Alima Damak,$eauthor. =245 10$aImplementation of a Fingerprint Recognition System Using LBP Descriptor /$cAlima Damak Masmoudi, Dorra Sellami Masmoudi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b32 =520 3\$aConventional fingerprint recognition systems provide authentication by a direct matching of minutiae points and orientation field. Although several resemblance algorithms have been proposed, reliable automatic fingerprint verification remains a challenge due to the difficulty in alignment for direct matching and the construction of adequate functions for resemblance measurements. In this paper, we propose a solution to the aforementioned problems using a local binary pattern (LBP) descriptor applied to minutiae and orientation fields. The experimental results on the public fingerprint database, Fingerprint Verification Competition (FVC), show high recognition rates. The proposed system was implemented on the platform known as FPGA Virtex-II Xilinix™ (Virtex2p-xc2vp7-FF672) and optimized with respect to hardware resources occupation, based on a co-design methodology. All the proposed algorithms are involved in the design of a mixed software/hardware dedicated system. A classifier based on pulse mode neural networks using floating-point format is proposed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPowerPC. =650 \0$aMinutiae. =650 \0$aROC curve. =650 \0$aPulse mode. =650 \0$aGabor filter. =650 \0$aOrientation field. =650 \0$aFPGA implementation. =650 \0$aFingerprint recognition. =650 \0$aFingerprints. =650 \0$aFingerprints$xData processing. =650 14$aPulse mode. =650 24$aFingerprint recognition. =650 24$aOrientation field. =650 24$aMinutiae. =650 24$aGabor filter. =650 24$aROC curve. =650 24$aLBP. =650 24$aPowerPC. =650 24$aFPGA implementation. =700 1\$aMasmoudi, Dorra Sellami,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102488.htm =LDR 03847nab a2200601 i 4500 =001 JTE102417 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102417$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102417$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aLee, S. Joon,$eauthor. =245 10$aNondestructive Fatigue Damage Analysis of a Thin Asphalt Concrete Course Using the Wavelet Correlation Method /$cS. Joon Lee, Youngguk Seo, Y. Richard Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aStress wave analysis is employed herein as a nondestructive monitoring tool to assess the level of fatigue damage in a thin asphalt concrete (AC) overlay. A frequency-dependent cross-correlation procedure is developed to specify a stress wave at a desired frequency by using a wavelet kernel. This procedure is referred to as the wavelet correlation method (WCM). Once synthetic surface waves are constructed and subjected to simulated disturbances, such as structural damage or nearby frequencies, their phase velocities are computed using the WCM with over 96 % accuracy. The generated stress waves are periodically processed, while laboratory hot-mix asphalt pavements are trafficked by the third-scale model mobile loading simulator. The dispersion curves are then analyzed to validate that a wave of 16 kHz travels mainly within a 40~60 mm thickness of a surface layer. Fatigue damage levels are quantified at intervals by the phase velocity that represents the AC elastic modulus. Microdamage healing of the AC during rest periods is then indexed and corrected by shifting the damage progress profile. Consequently, an early reduction in phase velocity, which is caused by microcracking, can be visually observed in the surface cracking once the phase velocity is reduced to about 50 % of the initial value regardless of pavement density and aggregate gradation. Thus, the WCM allows the optimal timing and scheduling of the preservation construction of a thin AC overlay by indicating the critical microdamage stage immediately prior to the visual evidence of surface cracking. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHealing. =650 \0$aPreservation. =650 \0$aFatigue damage. =650 \0$aWavelet kernel. =650 \0$aDispersion curve. =650 \0$aStress wave analysis. =650 \0$aAsphalt concrete. =650 \0$aPavements, Asphalt concrete. =650 14$aStress wave analysis. =650 24$aThin asphalt concrete overlay. =650 24$aWavelet kernel. =650 24$aWavelet correlation method. =650 24$aDispersion curve. =650 24$aFatigue damage. =650 24$aHealing. =650 24$aPreservation. =700 1\$aSeo, Youngguk,$eauthor. =700 1\$aKim, Y. Richard,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102417.htm =LDR 02608nab a2200505 i 4500 =001 JTE102493 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102493$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102493$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA353.C64 =082 04$a515/.355$223 =100 1\$aTsai, Hui-Yin,$eauthor. =245 14$aThe Information Value Applying to the Newsboy Model with the Cutoff Transaction Size /$cHui-Yin Tsai, Chin-Tsai Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aIn this investigation, we adopt the perspective of a retailer and incorporate information flow between a retailer and customers. Meanwhile, the retailer can gain for the complete information about the state of customers' demand from the exporter and pay them in order to make correct decisions and obtain more profits. Hence, precise expressions are derived for the expected total profit with incomplete and complete information of demand to measure the value of information. Moreover, we determine an optimal order-up-to level S and a cutoff transaction size q systematically. Finally, the numerical example is given to illustrate the result derived. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConcave function. =650 \0$aValue of information. =650 \0$aCutoff transaction size. =650 \0$aConcave functions. =650 \0$aNewsboy model. =650 14$aValue of information. =650 24$aCutoff transaction size. =650 24$aNewsboy model. =650 24$aConcave function. =700 1\$aLin, Chin-Tsai,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102493.htm =LDR 03631nab a2200649 i 4500 =001 JTE102623 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102623$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102623$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1071 =082 04$a621.8/22$223 =100 1\$aXintao, Xia,$eauthor. =245 10$aGray Chaos Evaluation Model for Prediction of Rolling Bearing Friction Torque /$cXia Xintao, Lv. Taomei, Meng Fannian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aThe gray chaos evaluation model composed of the gray relation method, the adding-weight one-rank local-region method, and the gray bootstrap fusion method is proposed to predict the time series of the rolling bearing friction torque under the condition of an unknown probability distribution. First, the optimum embedding dimension and the optimum delay time for the phase space reconstruction are synchronously calculated with the gray relation method. Second, the forecasting values at different embedding dimensions and time delays, respectively, near the optimum embedding dimension and the optimum delay time are obtained via the adding-weight one-rank local-region method, the chaos forecasting method for short. Lastly, the true value and the variation domain are deduced by the gray bootstrap fusion method. It is found that the rolling bearing friction torque possesses chaotic characteristics. The experimental investigation on the friction torque of the rolling bearing for space applications shows that the gray chaos evaluation model can effectively assess the predicted true value, with more reliable predicted results than can be achieved by the chaos forecasting method, and can perfectly estimate the predicted variation domain at the 99.7 % confidence level without any prior information on the probability distribution. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBootstrap. =650 \0$aEvaluation. =650 \0$aPrediction. =650 \0$aGray system. =650 \0$aChaotic system. =650 \0$aFriction torque. =650 \0$aRolling bearing. =650 \0$aNonlinear theory. =650 \0$aInformation fusion. =650 \0$aBall-bearings. =650 \0$aRoller bearings. =650 14$aRolling bearing. =650 24$aFriction torque. =650 24$aEvaluation. =650 24$aPrediction. =650 24$aNonlinear theory. =650 24$aGray system. =650 24$aChaotic system. =650 24$aBootstrap. =650 24$aInformation fusion. =700 1\$aTaomei, Lv.,$eauthor. =700 1\$aFannian, Meng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102623.htm =LDR 03108nab a2200529 i 4500 =001 JTE102210 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102210$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102210$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL521 =082 04$a631.3$223 =100 1\$aWang, S. H.,$eauthor. =245 10$aDynamics of a Newly Developed Hydraulic Step Wave Generator /$cS. H. Wang, T. T. Tsung. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThis study presents a hydraulic step wave generator using a spool valve that is used to evaluate the dynamic characteristics of hydraulic components at low frequencies. The hydraulic step wave generator generated a hydraulic step wave with short rise time by suddenly opening a wide passage between the high- and low-pressure chambers. The pressure transient of the fluid of the low-pressure chamber in the generator was effectively restricted by its extremely small volume. Additionally, the reference pressure transducer was installed next to an input port of a test hydraulic component so that the reference transducer and the test component simultaneously received the same signals. Generator performance was evaluated at different pressures and volumes of the high-pressure chamber in the time domain. The experimental results show that the minimum rise time of the pressure transient is about 0.1 ms, which is shorter than that of current hydraulic wave generators. Hence, the generator could function as excitation for testing the dynamic characteristics of hydraulic components. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSpool valve. =650 \0$aPressure transient. =650 \0$aHydraulic components. =650 \0$aDynamic characteristics. =650 \0$aHydraulic machinery. =650 \0$aHydraulic control$xComputer simuulation. =650 14$aHydraulic step wave generator. =650 24$aSpool valve. =650 24$aDynamic characteristics. =650 24$aHydraulic components. =650 24$aPressure transient. =700 1\$aTsung, T. T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102210.htm =LDR 03798nab a2200469 i 4500 =001 JTE102636 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102636$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102636$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA403.8 =082 04$a624.1/8$223 =100 1\$aPilkington, B.,$eauthor. =245 10$aIn Situ Thermal Conductivity Measurements of Building Materials with a Thermal Probe /$cB. Pilkington, S. Goodhew, P. deWilde. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b42 =520 3\$aTransient line source measurements have been employed in various industries, e.g., plastics, foodstuffs, and refractory bricks, to measure thermal conductivity and sometimes thermal diffusivity. Measurements have traditionally been carried out in carefully controlled thermal environments. In pursuance of better data to inform energy efficiency calculations for building envelopes, a transient line source using thermal probe technology is assessed for in situ measurements, where materials may be subject to varied moisture content under diverse environmental conditions. A robust stand alone field apparatus has been developed. Laboratory based measurements have been undertaken, and results are reported for agar immobilized water and polytetrafluoroethylene, as well as aerated concrete and oak at specific moisture contents. The field apparatus was used to measure in situ the thermal properties of walls in real buildings, one of aerated concrete and one of mass earth construction. A new and simplified method of identifying appropriate analysis time windows has been developed, which allows an assessment of confidence levels in thermal conductivity results. Thermal diffusivity results were discounted as the effects of contact resistance between the probe and sample could not be differentiated from the heat capacity effects of the sample material. Valid thermal conductivity results were achieved for reference materials containing moisture and in situ measurements. The in situ thermal conductivity values were shown to be at significant variance with design values. Consistent thermal conductivity results were achieved for common building materials above 0.15 W.m -1.K-1, and indicative results were achieved for values below this despite measurements being taken under varying environmental conditions. The principal cause of error in the measurement of materials with higher thermal resistance was identified. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTransient line source. =650 \0$aBuilding materials. =650 14$aTransient line source. =650 24$aThermal conductivity probe. =650 24$aBuilding materials. =700 1\$aGoodhew, S.,$eauthor. =700 1\$adeWilde, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102636.htm =LDR 03243nab a2200529 i 4500 =001 JTE102635 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102635$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102635$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aPQ2637.A274 =082 04$a843.91$223 =100 1\$aChang, Kuang-Tsung,$eauthor. =245 10$aEvaluation of the Stiffness and Volumetric Behaviors of Medium Dense Sand under Principal Stress Rotations /$cKuang-Tsung Chang, Louis Ge, Stein Sture. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aEffects of principal stress rotations are important features of granular materials. Experimental data obtained in directional shear cell experiments for dense sand are re-analyzed and re-evaluated in terms of distortional (shear+deviatoric responses) and volumetric behaviors. Principal stress rotations in loading cause greater initial contraction but greater dilation in further shear deformation. In particular, principal stress rotations in unloading cause relatively greater contraction. The mechanisms of principal stress rotation effects on sand behavior are illustrated and interpreted. Rotations of principal stresses can mobilize more sand particles in various orientations facilitating particle rearrangement. Therefore, principal stress rotations cause greater contraction if sand tends to contract under shear but greater dilation if sand tends to dilate under shear. Loading and unloading with significant principal stress rotations are common stress states for underground soils during non-proportional foundation loading, excavation, and tunneling. The effects of principal stress rotations on the volumetric behavior of sands are important phenomena when analyzing settlements in the field involving these geotechnical problems. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAnisotropy. =650 \0$aStress path. =650 \0$aSpecial shear test. =650 \0$aSand. =650 \0$aPlane strain. =650 14$aAnisotropy. =650 24$aPlane strain. =650 24$aSand. =650 24$aSpecial shear test. =650 24$aStress path. =700 1\$aGe, Louis,$eauthor. =700 1\$aSture, Stein,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102635.htm =LDR 03785nab a2200553 i 4500 =001 JTE102444 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102444$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102444$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP1180.P55 =082 04$a677/.473$223 =100 1\$aIanneo, J. C.,$eauthor. =245 10$aDetermination of ?-Caprolactam Concentration in Water and a White Wine Simulant during Simulated Transport and Storage of Lidded Cups /$cJ. C. Ianneo, J. W. Brown, K. Vorst, J. Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aUnder normal sealing and storage conditions, nylon-6, poly (caprolactam)-based plastic laminates may release impurities to packaged foods and liquids, and the application of heat for cooking often increases the rate of migration. Epsilon-caprolactam is one of the main contaminates found to migrate from a nylon-6 poly (caprolactam) plastic film. The objectives of this study were to determine the effects of solvent, transportation, and storage time on the concentration of ?-caprolactam from a nylon-6-based lidding material in water or a white wine substitute (12 % ethanol) in poly (propylene) cups lidded with a nylon-6-based film. Cups were filled, sealed, packaged, stacked, and exposed to a simulated 3-day cross-country shipment. Cups were sampled with or without simulated shipment after 0, 7, 14, or 28 days at 20.6°C. Epsilon-caprolactam was determined using a gas chromatograph (GC) equipped with flame ionization detector and Restek Rtx 1301 megabore column. Results of the study indicated release of ?-caprolactam into containers at the time of sealing with significantly higher levels (4.42 ppm average) occurring in 12 % ethanol versus water (0.01 ppm average). After the cups were sealed, neither simulated cross-country shipment nor storage increased levels of ?-caprolactam in either solvent. It is not understood how the alcohol, whether as liquid or vapor, interacted with the lidding material to increase ?-caprolactam release at the time of sealing. No delamination of the poly (propylene) layer of the lidding material was observed when cups were sealed. Future research needs to be conducted to study the effects of alcohol, alcohol vapor, sealing time, and temperature on potential ?-caprolactam release. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEthanol. =650 \0$aLidding. =650 \0$aNylon-6. =650 \0$aFood safety. =650 \0$aNylon. =650 \0$aPlastic. =650 14$aNylon-6. =650 24$aLidding. =650 24$aPlastic. =650 24$aFood safety. =650 24$aEthanol. =700 1\$aBrown, J. W.,$eauthor. =700 1\$aVorst, K.,$eauthor. =700 1\$aSingh, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102444.htm =LDR 03159nab a2200553 i 4500 =001 JTE101942 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101942$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101942$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1891 =082 04$a678$223 =100 1\$aMostafa, A.,$eauthor. =245 10$aRubber-Filler Interactions and Its Effect in Rheological and Mechanical Properties of Filled Compounds /$cA. Mostafa, A. Abouel-Kasem, M. R. Bayoumi, M. G. El-Sebaie. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b56 =520 3\$aThis paper will set out a brief review of the needs, early development, and current status of the nature of the interactions between rubber matrix and particulate filler and the intrinsic effect on mechanical and rheological behavior of filled vulcanizates. Fillers are commonly added to commercial elastomers for reasons of economy and also to favourably modify properties such as stiffness, tensile strength, heat distortion, mouldability, and other important properties, such as impact properties and elongation to break. The behavior of elastomers reinforcing with certain fillers like carbon black or high-structure silica need to be understood deeply to clarify the rubber-filler interaction and its effect on rheological and mechanical properties of filled rubber compounds. In this paper the nature of interaction between the elastomer and filler particles, the types of reinforcing fillers, the effect of its size and structure, the reinforcing concepts, and the mechanical properties of filled rubber are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRheology. =650 \0$aBound rubber. =650 \0$aFilled rubber compound. =650 \0$aReinforcement mechanism. =650 \0$aRubber. =650 \0$aVulcanization. =650 14$aFilled rubber compound. =650 24$aRheology. =650 24$aRubber-filler interactions. =650 24$aBound rubber. =650 24$aReinforcement mechanism. =700 1\$aAbouel-Kasem, A.,$eauthor. =700 1\$aBayoumi, M. R.,$eauthor. =700 1\$aEl-Sebaie, M. G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101942.htm =LDR 03169nab a2200529 i 4500 =001 JTE102706 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102706$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102706$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ810 =082 04$a338.4/7$223 =100 1\$aLin, Chin-Tsai,$eauthor. =245 10$aEstablishing an Evaluation Model for Emerging Industry Credit Ability for the Banking Sector /$cChin-Tsai Lin, Yi-Shan Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aThe banking industry plays an intermediary role in the entire range of economic activities in which institutions use their own credit to absorb idle funds from governments, enterprises, families, and individuals, lend funds to those in need, and inject funds into production and non-production activities in order to boost overall economic development. In this paper, we propose an evaluation model for emerging industry credit ability. First, we present an evaluation framework using the modified Delphi method. Next, the relative weights of evaluation criteria are determined using the analytic hierarchy process (AHP) model. Thereafter, a case study is presented for demonstrating the proposed evaluation model. Using the AHP-based decision-making method to construct an evaluation model can serve as a valuable reference for decision-makers or bank administrators for evaluating emerging industry credit ability, thereby enabling them to identify firms for bank loans risk management, which involves irrecoverable loans or credits. Therefore, the model will be highly applicable for academic and commercial purposes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBank loans. =650 \0$aCredit ability. =650 \0$aModified Delphi method. =650 \0$aSolar energy. =650 \0$aSolar energy industry. =650 14$aBank loans. =650 24$aCredit ability. =650 24$aSolar energy industry. =650 24$aModified Delphi method. =650 24$aAnalytic hierarchic process (AHP) =650 24$aMulti-criteria decision making (MCDM) =700 1\$aChen, Yi-Shan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102706.htm =LDR 03225nab a2200505 i 4500 =001 JTE102732 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102732$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102732$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHB74.M3 =082 04$a330/.0151$223 =100 1\$aWu, Cheng-Ru,$eauthor. =245 10$aDecision Model for Global Manufacturing and Operating Flexibility :$bReal Options Approach /$cCheng-Ru Wu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThis study develops the batch production model of single firm, N sale points, single goods, and adding transport cost of N sale points, which choose one production from N production location (N countries, respectively), and applies the real options approach (ROA) to determine the value of locating production in N countries. A closed-form solution of the optimal transfer threshold value and expected arrival time concerning the firm's decisions to transfer production location by the ROA and net present value (NPV) method and the continuous-time model optimization problem are derived. Moreover, we get the parameters of how to reciprocally influence optimal transfer threshold values among N countries. Next, given the values of 88-piece parameters in the research model, we can get optimal transfer threshold values from country-0 to country-1, country-2, and country-3, respectively, and more important insights such as that real exchange rate volatility influences expected arrival time for a firm that decides to transfer the production location by the ROA and NPV and the optimal transfer threshold value for a firm that decides to transfer the production location by the ROA. We give an example to explain how to operate this model, and a useful summary of insights is provided for global operation managers. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aReal options. =650 \0$aExchange rates. =650 \0$aProduction strategy. =650 \0$aOptimization. =650 \0$aGlobal operation. =650 14$aGlobal operation. =650 24$aOptimization. =650 24$aProduction strategy. =650 24$aExchange rates. =650 24$aReal options. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102732.htm =LDR 02502nab a2200577 i 4500 =001 JTE12455J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12455J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12455J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN23 =082 04$a550.5$223 =100 1\$aWickstrom, SN.,$eauthor. =245 10$aMeasurements of Dynamic Young's Modulus in Short Specimens with the PUCOT /$cSN. Wickstrom, A. Wolfenden. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe piezoelectric ultrasonic composite oscillator technique (PUCOT) was used at frequencies in the range 40 to 150 kHz to measure dynamic Young's modulus for short-length single crystals of copper at temperatures in the range 25 to 650°C and for poly-crystalline copper at room temperature. Corrections to the modulus for variations in l/d (length/diameter) resulted in no loss of precision due to wave velocity dispersion. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCopper. =650 \0$aFrequency. =650 \0$aTemperature. =650 \0$aDynamic modulus. =650 \0$aSingle crystals. =650 \0$aCopper$xElectrometallurgy. =650 \0$aZinc$xElectrometallurgy. =650 \0$aUltrasonics. =650 \0$aElectrolytes. =650 14$aDynamic modulus. =650 24$aCopper. =650 24$aSingle crystals. =650 24$aUltrasonics. =650 24$aFrequency. =650 24$aTemperature. =700 1\$aWolfenden, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12455J.htm =LDR 02785nab a2200541 i 4500 =001 JTE12449J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12449J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12449J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA354.5 =082 04$a620.1126$223 =100 1\$aSharpe, WN.,$eauthor. =245 10$aDynamic K Measurements in Three-Point-Bend Specimens /$cWN. Sharpe, JM. Shapiro. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe displacement across the tip of a crack in a three-point-bend specimen loaded in a drop tower was measured with inplane laser interferometry. The equivalent displacement was measured in a statically loaded specimen; the two measurements were combined to produce a dynamic load-time plot. This result is used to compute the stress intensiy factor, K, under dynamic loading. It is compared with an equivalent plot obtained from foil gages at the quarter-points of the specimen. The K based on near-tip measurements is initially higher than the one based on the far-field loads, but the two records agree after approximately 0.5 ms. This transition time, before which inertial and wave propagation effects are important, is in close agreement with recent predictions by others. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHY-100 steel. =650 \0$aInterferometry. =650 \0$aDynamic testing. =650 \0$aPenetration mechanics. =650 \0$aDeformations (Mechanics) =650 \0$aStructural dynamics. =650 \0$aMaterials$xDynamic testing. =650 14$aDynamic testing. =650 24$aCTOD. =650 24$aInterferometry. =650 24$aHY-100 steel. =650 24$aDynamic fracture toughness. =700 1\$aShapiro, JM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12449J.htm =LDR 03041nab a2200613 i 4500 =001 JTE12451J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12451J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12451J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.A5 =082 04$a669/.722$223 =100 1\$aPompetzki, MA.,$eauthor. =245 10$aEffect of Compressive Underloads and Tensile Overloads on Fatigue Damage Accumulation in 2024-T351 Aluminum /$cMA. Pompetzki, TH. Topper, DL. DuQuesnay, MT. Yu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aIntermittent compressive underload and tensile overload tests were carried out on smooth specimens to determine the effect of large stress cycles on the fatigue damage of subsequent small cycles. A load interaction damage model, using a power-law relationship based on crack closure and damage concepts, accurately predicted the test results. The interaction damage was described by assuming that small fatigue cracks in smooth specimens have similar behavior to long cracks. The results indicate that small cycles below the constant amplitude fatigue limit can contribute significantly to damage accumulation, and that conservative damage summations can be made using a modified reference curve based on constant amplitude tests with a minimum stress on the order of the monotonic yield stress. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamage. =650 \0$aFatigue. =650 \0$aOverload. =650 \0$aUnderload. =650 \0$aCrack closure. =650 \0$aLoad interaction. =650 \0$aAluminum alloys$xFracture. =650 \0$aAluminum alloys$xMetallography. =650 \0$aAluminium. =650 14$aFatigue. =650 24$aDamage. =650 24$aCrack closure. =650 24$aVariable amplitude loading. =650 24$aUnderload. =650 24$aOverload. =650 24$aLoad interaction. =700 1\$aTopper, TH.,$eauthor. =700 1\$aDuQuesnay, DL.,$eauthor. =700 1\$aYu, MT.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12451J.htm =LDR 02328nab a2200541 i 4500 =001 JTE12448J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12448J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12448J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.22 =082 04$a620.11233$223 =100 1\$aLeung, C-P,$eauthor. =245 10$aEstimation of the Ct Parameter :$bExperimental Implications /$cC-P Leung, DL. McDowell, A. Saxena. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThis paper examines the evaluation and interpretation of the Ct parameter that has been proposed for correlating crack growth under non-steady-state creep conditions. The study has been carried out by finite element analysis of the commonly used compact-type fracture specimen with stationary cracks. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aCreep crack growth. =650 \0$aFracture mechanics. =650 \0$aMaterials at high temperatures. =650 \0$aMaterials$xCreep. =650 14$aCreep. =650 24$aCreep crack growth. =650 24$aCt parameter. =650 24$aC* parameter. =650 24$aFracture mechanics. =650 24$aNonlinear fracture mechanics. =700 1\$aMcDowell, DL.,$eauthor. =700 1\$aSaxena, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12448J.htm =LDR 02487nab a2200589 i 4500 =001 JTE12450J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12450J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12450J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD491 =082 04$a628.1/5$223 =100 1\$aRagab, AR.,$eauthor. =245 10$aWeathering Effects on Some Mechanical Properties of Polyvinyl Chloride Pipes /$cAR. Ragab, H. Alawi, E. Addassi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aPolyvinyl chloride (PVC) pipes have been naturally weathered for periods up to two years. Tests on unnotched and notched tensile specimens and full pipe lengths of these weathered pipes reveal effects of outdoor exposure on their strength and fracture behavior. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDegradation of PVC. =650 \0$aBurst pressure test. =650 \0$aFracture of PVC pipe. =650 \0$aNotch sensitivity ratio. =650 \0$aPolyvinyl chloride pipe. =650 \0$aPipe, Plastic$xTesting. =650 \0$aPolyvinyl chloride. =650 \0$aWater-pipes$xTesting. =650 \0$aWeathering. =650 14$aPolyvinyl chloride pipe. =650 24$aNatural weathering of PVC. =650 24$aDegradation of PVC. =650 24$aFracture of PVC pipe. =650 24$aNotch sensitivity ratio. =650 24$aBurst pressure test. =700 1\$aAlawi, H.,$eauthor. =700 1\$aAddassi, E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12450J.htm =LDR 02650nab a2200577 i 4500 =001 JTE12453J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12453J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12453J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHE203 =082 04$a671.2$223 =100 1\$aNoguchi, T.,$eauthor. =245 10$aBending Strength of Gray Cast Iron /$cT. Noguchi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aAn experimental and theoretical study was made on the influence of the dimensions and geometry of cross sections on the bending strength of gray cast iron. The experiments revealed that the bending strength varies with specimen height, with higher bending strengths being recorded for smaller heights. This is explained by a region under the beam surface where the stress exceeds the tensile strength of the material. This overstressed depth is about 3 mm in 20 to 30 mm high beams and smaller in thinner beams. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlexure test. =650 \0$aGray cast iron. =650 \0$aSize dependence. =650 \0$aBending strength. =650 \0$aStress-strain curve. =650 \0$aIron and steel bridges$xTexas$xDesign and construction. =650 \0$aBending stresses. =650 \0$aIron and steel bridges$xDesign and construction. =650 \0$aPlate girders$xFatigue. =650 \0$aFatigue strength. =650 14$aGray cast iron. =650 24$aBending strength. =650 24$aFlexure test. =650 24$aStress-strain curve. =650 24$aSize dependence. =650 24$aSection geometry dependence. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12453J.htm =LDR 03407nab a2200637 i 4500 =001 JTE12452J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12452J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12452J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA465 =082 04$a620.1/76$223 =100 1\$aHaggag, FM.,$eauthor. =245 14$aThe Use of Miniaturized Tests to Predict Flow Properties and Estimate Fracture Toughness in Deformed Steel Plates /$cFM. Haggag, WL. Server, GE. Lucas, GR. Odette, JW. Sheckherd. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aPrediction of failure in a structure requires knowledge of the mechanical properties of the materials involved. In the case of serious accidents, such as derailments of railroad tank cars carrying hazardous materials, prediction of failure in damaged components is impeded by difficulties in determining the deformed material fracture toughness, the cracks induced by the accident, and the stress state in the damaged region. This paper addresses the problem of determining fracture toughness. Miniaturized shear punch tests on virgin, strained, and deformed steel plates (typical of railroad tank car construction) were conducted over a wide range of test temperatures. These data were compared with tensile properties measurements on identical materials. The use of these data coupled with micromechanical models of fracture allows estimation of the deformed material fracture toughness. Comparisons of the predicted fracture toughness with actual measurements are made. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTearing modulus. =650 \0$aShear punch test. =650 \0$aMiniaturized tests. =650 \0$aBall indentation test. =650 \0$aDeformed steel plates. =650 \0$aMechanical properties. =650 \0$aSteel$xFracture. =650 \0$aSteel$xHeat treatment. =650 \0$aFracture Toughness. =650 14$aMiniaturized tests. =650 24$aShear punch test. =650 24$aBall indentation test. =650 24$aMechanical properties. =650 24$aFracture toughness. =650 24$aInstrumented precracked Charpy. =650 24$aTearing modulus. =650 24$aDeformed steel plates. =700 1\$aServer, WL.,$eauthor. =700 1\$aLucas, GE.,$eauthor. =700 1\$aOdette, GR.,$eauthor. =700 1\$aSheckherd, JW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12452J.htm =LDR 02971nab a2200625 i 4500 =001 JTE12454J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12454J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12454J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRS201.S57 =082 04$a615/.19$223 =100 1\$aDas, SK.,$eauthor. =245 13$aAn Appraisal of Hydration Characteristics of Dead Burnt Dolomite Grains /$cSK. Das, A. Ghosh, PK. Das, G. Banerjee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aFive different Indian dolomites are densified by the process of two-stage sintering at 1923 K (1650°C). Hydration of the dead burnt dolomite by all three test methods is found to be strongly influenced by the bulk density and grain size of the dolomite. In spite of wide variations in test conditions, equivalent disintegrating actions have been identified by varying test duration. In all three test methods the distintegration of doloma grain during hydration has been found to be related to the generation of Ca(OH)2. Selective hydration of CaO has been confirmed by SEM study. Results on the disintegration characteristics, bulk density, and rehydration behavior of the hydrated doloma grain are also presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGrain size. =650 \0$aWeight loss. =650 \0$aDensification. =650 \0$aDisintegration. =650 \0$aMicrostructure. =650 \0$aTwo-stage calcination. =650 \0$aHydration. =650 \0$aDead burnt dolomite. =650 \0$aHydration resistance. =650 14$aDead burnt dolomite. =650 24$aTwo-stage calcination. =650 24$aDensification. =650 24$aGrain size. =650 24$aHydration resistance. =650 24$aDisintegration. =650 24$aWeight loss. =650 24$aMicrostructure. =700 1\$aGhosh, A.,$eauthor. =700 1\$aDas, PK.,$eauthor. =700 1\$aBanerjee, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12454J.htm =LDR 02148nab a2200541 i 4500 =001 JTE12446J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12446J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12446J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL521.3 =082 04$a629.47$223 =100 1\$aWert, MJ.,$eauthor. =245 10$aApplicability of Modified J as a Fracture Parameter for Polycarbonate /$cMJ. Wert, A. Saxena, HA. Ernst. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b35 =520 3\$aThe applicability of modified J-integral, JM, as a fracture parameter for plain and impact-modified polycarbonate was examined.Specific issues were:. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModified J. =650 \0$aPolycarbonate. =650 \0$aElastoplasticity. =650 \0$aFracture mechanics. =650 \0$aCrack propagation. =650 \0$aFatigue (Materials) =650 \0$aJ integral. =650 14$aPolycarbonate. =650 24$aFracture mechanics. =650 24$aJ integral. =650 24$aModified J. =700 1\$aSaxena, A.,$eauthor. =700 1\$aErnst, HA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12446J.htm =LDR 02830nab a2200553 i 4500 =001 JTE12447J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1990\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12447J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12447J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA407 =082 04$a620.1/123$223 =100 1\$aSmith, DJ.,$eauthor. =245 14$aThe Linearity of Clip Gages Used in Fracture Mechanics Tests /$cDJ. Smith, JR. Gordon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1990. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThe measurement of displacement in fracture toughness tests is generally accomplished using clip gages. This paper describes an experimental study to examine the performance of a number of clip gages. It is shown that double cantilever clip gages exhibit a non-linear response. The degree of non-linearity is shown to vary with temperature. In relation to fracture mechanics test methods it is demonstrated that in some instances relaxation of the test standards is required to-encompass the gage performance. Where data can be stored digitally, the non-linear response can be accounted for using a third-order polynomial calibration. An analytical study shows that the non-linearity is inherent for the large displacements often incurred in fracture mechanics tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aClip gage. =650 \0$aFracture mechanics. =650 \0$aFracture toughness. =650 \0$aDisplacement transducer. =650 \0$aStrains and stresses. =650 \0$aPhotoelasticity. =650 \0$aStrain gages. =650 \0$aMechanische Spannung. =650 14$aFracture mechanics. =650 24$aDisplacement transducer. =650 24$aClip gage. =650 24$aFracture toughness. =650 24$aCrack tip opening displacement. =700 1\$aGordon, JR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 18, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1990$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12447J.htm =LDR 02748nab a2200565 i 4500 =001 JTE10586J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10586J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10586J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE662 =082 04$a666.893$223 =100 1\$aMowbray, DF.,$eauthor. =245 12$aA Hydrostatic Stress-Sensitive Relationship for Fatigue Under Biaxial Stress Conditions /$cDF. Mowbray. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aFailure criteria for elastic- and plastic-strain controlled fatigue under biaxial loading are proposed. The criterion for elastic strain is defined in terms of the equivalent strain from the distortion energy theory and that for the plastic part as the corresponding equivalent plastic strain, but modified to include a function of the hydrostatic stress component. These criteria are incorporated into the derivation of a relationship for fatigue life in terms of the principal strain amplitude, analogous to a conventional form for uniaxial loading. An analysis of some limited available data from the literature shows the potential predictive capability of the relationship. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrains. =650 \0$aStresses. =650 \0$aBiaxial stresses. =650 \0$aFatigue strength. =650 \0$aFatigue ductility. =650 \0$aFatigue (materials) =650 \0$aBiaxial stress. =650 \0$aConcrete$xTesting. =650 \0$aPavements$xMaintenance and repair. =650 14$aFatigue (materials) =650 24$aBiaxial stresses. =650 24$aStrains. =650 24$aStresses. =650 24$aFatigue strength. =650 24$aFatigue ductility. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10586J.htm =LDR 03011nab a2200577 i 4500 =001 JTE10588J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10588J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10588J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620.1126015118$223 =100 1\$aDonald, JK.,$eauthor. =245 10$aComputer-Controlled Stress Intensity Gradient Technique for High Rate Fatigue Crack Growth Testing /$cJK. Donald, DW. Schmidt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aAn automated test system utilizing a computer for data acquisition and machine control was used to obtain crack growth rate data from 2.5 x 10-8 to 2.5 x 10-6 m/cycle (1 x 10-6 to 1 x 10-4 in./cycle) on a compact type specimen. The crack length was monitored continuously by using the elastic compliance technique, enabling the stress intensity K to be increased according to the equation ?K = ?K exp [C(a - a0)] (where a0 and a are the initial and instantaneous crack lengths and C is a test variable). Crack growth data were obtained on a Ni-Cr-Mo-V rotor steel by using both different, programmed K gradients and the more conventional constant-load-amplitude method where the stress intensity increases as a function of increasing crack length. Excellent agreement was observed between the two test procedures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aComputers. =650 \0$aCompliance. =650 \0$aK gradient. =650 \0$aCrack propagation. =650 \0$aFatigue (materials) =650 \0$aMaterials$xFatigue. =650 \0$aQuality Control, Reliability, Safety and Risk. =650 \0$aStatistics for Engineering, Physics, Computer Science, Chemistry & Geosciences. =650 14$aFatigue (materials) =650 24$aCrack propagation. =650 24$aStresses. =650 24$aK gradient. =650 24$aComputers. =650 24$aCompliance. =700 1\$aSchmidt, DW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10588J.htm =LDR 02752nab a2200565 i 4500 =001 JTE10592J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10592J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10592J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7871.15.S56 =082 04$a621.3815/2$223 =100 1\$aDeininger, WD.,$eauthor. =245 10$aInfrared Techniques for the Evaluation of Silicon Carbide Heat-Exchanger Tubing /$cWD. Deininger, DS. Kupperman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe potential application of infrared techniques to detect flaws and measure heat transport in silicon carbide heat-exchanger tubing is discussed. Axial heat-flow patterns were monitored with a commercially available infrared camera. Computer modeling was used to help establish the relationship between temperature distributions and the various thermal parameters. The experimental data and computer-modeling predictions were in fair agreement. These tests indicated that thermography may be a useful nondestructive-evaluation technique for rapid assessment of thermal-heat-transport properties in silicon carbide heat-exchanger tubing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aThermography. =650 \0$aHeat transport. =650 \0$aHeat exchangers. =650 \0$aSilicon carbides. =650 \0$aInfrared analysis. =650 \0$aNondestructive evaluation. =650 \0$aSilicon carbide. =650 \0$aSemiconductors. =650 14$aSilicon carbides. =650 24$aInfrared analysis. =650 24$aHeat exchangers. =650 24$aNondestructive evaluation. =650 24$aThermography. =650 24$aHeat transport. =700 1\$aKupperman, DS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10592J.htm =LDR 02728nab a2200505 i 4500 =001 JTE10590J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10590J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10590J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.A6 =082 04$a620.1/86$223 =100 1\$aLeslie, WC.,$eauthor. =245 10$aLong-Time Creep-Rupture Tests of Aluminum Alloys /$cWC. Leslie, JW. Jones, HR. Voorhees. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aCreep-rupture characteristics of aluminum alloys 1100-0, 1100-H14, 5454-0, 5454-H34, and 6061-T651 were determined in the temperature range 93 to 731°C in tests of up to 64 000 h duration. The steady-state creep rates of 1100-0 and 5454-0 alloys are described precisely by a simple power relation that could not be applied to 1100-H14, 5454-H34, and 6061-T651 alloys because their microstructures changed at elevated temperatures. The Larson-Miller extrapolation technique yielded accurate predictions of the long-term rupture strength of 1100-0 and 5454-0 alloys but was not well suited for predicting the long-term rupture strength of aluminum alloys whose microstructures changed during testing. The rupture strength of notched specimens was always greater than that of similar smooth specimens at the same nominal stress. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aAluminum alloys. =650 \0$aCreep rupture tests. =650 \0$aAluminumalloys. =650 \0$aMetals$xHeat treatment. =650 14$aAluminum alloys. =650 24$aCreep rupture tests. =650 24$aStresses. =700 1\$aJones, JW.,$eauthor. =700 1\$aVoorhees, HR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10590J.htm =LDR 03630nab a2200493 i 4500 =001 JTE10587J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10587J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10587J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRB150.F37 =082 04$a616/.0478$223 =100 1\$aCharvat, IMH,$eauthor. =245 14$aThe Development of a Closed-Loop, Servo-Hydraulic Test System for Direct Stress Monotonic and Cyclic Crack Propagation Studies Under Biaxial Loading /$cIMH Charvat, GG. Garrett. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b37 =520 3\$aA rig with two orthogonal, servo-hydraulic actuators based around a universal testing machine provides a flexible, low-cost biaxial testing facility and has been used to examine the influence of direct biaxial stress on deformation and crack propagation, particularly in high cycle fatigue. In principle, a balanced, horizontal loading axis is supported independently of the specimen, coincident with its axis, on low-stiffness springs to accommodate the vertical movements of the horizontal loading train; vertical and horizontal force variations, including inertial effects, are negligibly small. For 0 to 50 kN equibiaxial fatigue loading on 6-mm steel plate specimens containing center cracks up to 35 mm in length, a frequency response in excess of 20 Hz was obtained from a single 45 litre/min hydraulic pump. The paper discusses problems encountered in design and operation and recommends further improvements. Finite element stress analysis was used to help derive a cruciform geometry specimen adaptable to compressive and through-zero loading with a satisfactory biaxial stress field over the center section. Fatigue tests on mild steel plate indicated the significant role of specimen geometry in biaxial crack growth studies and showed a decrease in crack growth rate in equibiaxial tension compared with uniaxial tests but a substantial increase during Mode II loading (pure shear, or equibiaxial tension-compression). For angled crack studies tensile crack opening displacements during biaxial crack growth result in rotational relative movement of the two loading axes, which obviate the use of fixed axis systems because of imposed constraints. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBiaxial stresses. =650 \0$aCrack propagation. =650 \0$aFatigue (materials) =650 \0$aFatigue. =650 \0$aChronic fatigue syndrome. =650 14$aFatigue (materials) =650 24$aCrack propagation. =650 24$aBiaxial stresses. =700 1\$aGarrett, GG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10587J.htm =LDR 03064nab a2200637 i 4500 =001 JTE10591J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10591J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10591J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96142$223 =100 1\$aKrishnadev, MR.,$eauthor. =245 13$aAn Evaluation of the Effect of Low Temperatures on Mechanical Properties of a Commercial Steel to be Used in the Arctic /$cMR. Krishnadev, R. Ghosh, LR. Cutler, JR. Prince, P. Gauvin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe effect of low temperatures on the mechanical behavior of a commercial low-alloy high-strength age-hardenable steel, IN-787, has been evaluated. The results indicate that the steel has remarkably good properties (yield strength, ultimate tensile strength, ductility, notch sensitivity ratio, and high cycle fatigue) in low-temperature environments. The steel retains its good mechanical characteristics even in the aged condition although there is an increase in the yield strength. It has been suggested that it would be useful to include the effect of low temperatures (at least the lowest service temperature) on the mechanical properties of materials in the codes and standards used for selecting steels for use in the Arctic. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAging. =650 \0$aSteels. =650 \0$aDuctility. =650 \0$aPipelines. =650 \0$aTensile properties. =650 \0$aFatigue (materials) =650 \0$aLow temperature tests. =650 \0$aSteel. =650 \0$aSteel$xMetallography. =650 \0$aSteel$xMetallurgy. =650 14$aPipelines. =650 24$aLow temperature tests. =650 24$aSteels. =650 24$aAging. =650 24$aTensile properties. =650 24$aFatigue (materials) =650 24$aDuctility. =700 1\$aGhosh, R.,$eauthor. =700 1\$aCutler, LR.,$eauthor. =700 1\$aPrince, JR.,$eauthor. =700 1\$aGauvin, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10591J.htm =LDR 02654nab a2200553 i 4500 =001 JTE10589J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10589J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10589J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a624.1/7$223 =100 1\$aCrosley, PB.,$eauthor. =245 12$aA Compact Specimen for Plane Strain Crack Arrest Toughness Testing /$cPB. Crosley, EJ. Ripling. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aA test method is described for measuring plane strain crack arrest toughness KIa with a compact shaped specimen. The method has a number of advantages over those previously used. Rather than a fatigue crack for initiation, a machine-notched, brittle weld is used, which reduces testing costs. A very stiff loading system consisting of a wedge and bushing assembly allows for much higher ratios of initiation to arrest toughness than those allowed with pin-loaded double-cantilever specimens. The use of large initiation values is expected to allow for larger KIa measurements with modest-sized specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrains. =650 \0$aStresses. =650 \0$aCompact specimen. =650 \0$aCrack propagation. =650 \0$aCrack arrest toughness. =650 \0$aStrains and stresses. =650 \0$aStructural dynamics. =650 14$aCrack propagation. =650 24$aStrains. =650 24$aStresses. =650 24$aCrack arrest toughness. =650 24$aCompact specimen. =650 24$aCrack line wedge loaded specimen. =700 1\$aRipling, EJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10589J.htm =LDR 02961nab a2200589 i 4500 =001 JTE20130304 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130304$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130304$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519.2/4$223 =100 1\$aIsmail, Ali A.,$eauthor. =245 10$aOn Studying Partially Accelerated Life Tests Under Progressive Stress /$cAli A. Ismail, A. A. Al-Babtain. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aFor highly reliable products, a progressive stress accelerated life test has been proposed to obtain timely information of the product's lifetime distribution. This article considers a progressive stress partially accelerated life test model when the lifetime of a product under use condition follows Weibull distribution. It is assumed that the progressive stress is directly proportional to time. The statistical properties of the maximum likelihood (ML) estimators of the model parameters such as existence, uniqueness, and invariance are studied. The biases and mean square errors of the maximum likelihood estimators are computed to assess their performances in the presence of the stress method developed in this article through a Monte Carlo simulation study. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aExistence. =650 \0$aInvariance. =650 \0$aUniqueness. =650 \0$aType-I censoring. =650 \0$aProgressive stress. =650 \0$aExponential distribution. =650 \0$aWeibull distribution. =650 14$aPartially accelerated life tests. =650 24$aProgressive stress. =650 24$aWeibull distribution. =650 24$aExponential distribution. =650 24$aMaximum likelihood estimator. =650 24$aType-I censoring. =650 24$aExistence. =650 24$aUniqueness. =650 24$aInvariance. =700 1\$aAl-Babtain, A. A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130304.htm =LDR 02750nab a2200529 i 4500 =001 JTE20140020 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140020$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140020$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA277 =082 04$a519.5/6$223 =100 1\$aWu, C. H.,$eauthor. =245 10$aEstimating Process Capability Index Cp with Various Sample Types :$bA Practical Implementation /$cC. H. Wu, W. L. Pearn. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b34 =520 3\$aProcess precision index Cp has been used widely in the manufacturing industry for measuring process potential and precision. In practice, sample data with various types such as one single random sample, multiple random samples, control chart samples, and samples with gauge measurement errors may be employed to estimate the Cp index for evaluating the process potential capability. If the process is perfectly centered in the specification range, the percentage of process non-conforming (%NC) can be expressed by Cp index. In this paper, a review for estimating and testing of Cp index is presented. Some efficient MATLAB programs and illustrative examples are also provided for each type of sample data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSample types. =650 \0$aCritical value. =650 \0$aHypothesis testing. =650 \0$aLower confidence bound. =650 \0$aProcess capability index. =650 \0$aStatistical hypothesis testing. =650 14$aCritical value. =650 24$aHypothesis testing. =650 24$aLower confidence bound. =650 24$aProcess capability index. =650 24$aSample types. =700 1\$aPearn, W. L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140020.htm =LDR 04777nab a2200841 i 4500 =001 JTE20130302 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130302$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130302$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1925 =082 04$a620.1/94$223 =100 1\$aBafna, Sudhir,$eauthor. =245 14$aThe Effect of Temperature on the Tear Behavior of Various Elastomers :$bPart 2-Application Considerations /$cSudhir Bafna. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b37 =520 3\$aPart 1 (Bafna, S. S., "The Effect of Temperature on the Tear Behavior of Various Elastomers," J. Test. Eval., Volume 42, No. 3, 2014, pp. 1-10) of this series discussed the tear behavior per ASTM D624-00 Type B (propagation) and Type C (initiation) for commercial sealing grade butyl, ethylene propylene diamine (EPDM), fluorosilicone (FS), and two fluorocarbon elastomers. Part 2 provides additional insight based on application considerations. The behavior of polychloroprene intended for shock and vibration isolation applications is compared to that of silicone and other elastomers intended for sealing applications (such as O-rings). The trend of tear strength for propagation being higher than or equal to (within measurement error) that for initiation is confirmed. This is shown to be an artifact of the difference in the ASTM D624-00 test specimen geometries. Propagation tear strength/energy values reported in literature are from the "trouser" tear (ASTM D624 Type-T or modification thereof) test, which leads to lower values than Type B. While Type-T is closer in deformation mode to pure tear, Types B and C more closely simulate tear damage in actual hardware. The polychloroprene grade tested is processed using transfer molding and has a much lower viscosity in the uncured state. After cure, its tensile strength is lower than that of all compression molding grades and its tensile elongation is the highest. However, its tear strength is higher than that of the silicone or FS grades tested, consistent with its application requirements. At the higher temperatures, the polychloroprene tear strength is higher than that of all the compression molding grades. A higher level of filler (as manifested by a high specific gravity), along with strain induced crystallization, helps explain this retention of tear properties with temperature. The tear strain at break generally increases with temperature but, if temperature is sufficiently above the glass transition temperature, then the tear strain actually decreases with temperature and thus non-monotonic behavior is observed. The poor tear properties of silicones and FS are confirmed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aButyl. =650 \0$aShock. =650 \0$aEnergy. =650 \0$aO-ring. =650 \0$aRubber. =650 \0$aStrain. =650 \0$aHardness. =650 \0$aIsolator. =650 \0$aSilicone. =650 \0$aStrength. =650 \0$aDurometer. =650 \0$aElastomer. =650 \0$aVibration. =650 \0$aFormulation. =650 \0$aFluorocarbon. =650 \0$aCompression set. =650 \0$aPolychloroprene. =650 \0$aElastomers$vCongresses. =650 14$aTear. =650 24$aASTM D624. =650 24$aStrength. =650 24$aEnergy. =650 24$aStrain. =650 24$aElastomer. =650 24$aRubber. =650 24$aSilicone. =650 24$aPolychloroprene. =650 24$aFluorocarbon. =650 24$aIsolator. =650 24$aVibration. =650 24$aShock. =650 24$aSeal. =650 24$aO-ring. =650 24$aButyl. =650 24$aFormulation. =650 24$aDurometer. =650 24$aHardness. =650 24$aCompression set. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130302.htm =LDR 03657nab a2200517 i 4500 =001 JTE20120098 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120098$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120098$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC411 =082 04$a535/.470287$223 =100 1\$aVaz, Bruno F.,$eauthor. =245 10$aMeasuring Stress Fields in Connecting Rods Using Laser Interferometry (ESPI) /$cBruno F. Vaz, Elcio Ferracini, Auteliano A. Santos, Raquel Gonçalves. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aConnecting rods often fail when subjected to stresses greater than their yield limits. They are designed to support both compressive (usually more intense) and tractive forces. Engineers have used finite element simulations to create new conrod shapes, but the original design still follows the one developed several decades ago. The validation of the results is usually performed through experimental destructive tests or through field evaluations. Thus, a cheaper, non-destructive tool that could expedite the validation process would benefit test engineers and designers. The stress field of a part might be obtained from several methods, the most common of which is through the use of strain gages. In this work, we evaluate the application of electronic speckle pattern interferometry (ESPI) to measure stresses in conrods. The measurements were performed on the flat surface in the conrod web and the results were compared with those from finite element simulations. The region examined corresponds to the inner portion of the rod body, excluding only its slightly thicker edges. To eliminate or at least reduce the influence of the uncontrollable factors (noise) on the results, an experimental design was developed, based mainly on the concepts of the design of experiments (DOE). The tests were performed with a conventional forged connecting rod submitted to compressive stresses. The measurements of the stress and strain fields obtained by the ESPI technique were in accordance with the simulations, showing that this technique is a useful tool for design engineers, improving the safety of engine applications. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConrods. =650 \0$aStress Measurement. =650 \0$aNondestructive Evaluation. =650 \0$aMesures optiques. =650 14$aESPI. =650 24$aConrods. =650 24$aStress Measurement. =650 24$aNondestructive Evaluation. =700 1\$aFerracini, Elcio,$eauthor. =700 1\$aSantos, Auteliano A.,$eauthor. =700 1\$aGonçalves, Raquel,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120098.htm =LDR 03876nab a2200589 i 4500 =001 JTE20130329 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130329$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130329$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aXiao, Feipeng,$eauthor. =245 10$aPerformance Characteristics Comparisons of Various Asphalt Mixture Technologies /$cFeipeng Xiao, Serji Amirkhanian, Hainian Wang, Hao Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b34 =520 3\$aA laboratory investigation was carried out to study the effects of various compaction technologies on moisture susceptibility, rutting resistance, and fatigue characteristics of various asphalt mixtures. The methodologies used in this study included three technologies such as common hot mix asphalt (HMA), warm mix (WMA), and half-warm mix asphalt (HWMA) technologies. In addition, in terms of WMA and HWMA mixtures, a foaming technology was used to produce the samples. The experimental design for WMA and HWMA included one aggregate moisture contents (~0.5 % by weight of the dry mass of the aggregate), three lime contents (0 %, 1 % and 2 % lime by weight of dry aggregate), and 2 % foaming water content. For HMA, 1 % lime content and completely dried aggregate were used. Three aggregate sources (designated as A, B, and C) and one PG 64-22 binder were used in this study. A total of 9 Superpave mix designs and 21 mixtures were completed. A total of 84 indirect tensile strength (ITS) samples, 126 asphalt pavement analyzer (APA) samples, and 30 fatigue beams were tested in this research. The major properties such as gyration number, ITS, tensile strength ratio (TSR), rut depth, deformation, toughness, as well as fatigue life were measured and computed for all mixtures. The test results indicated that various compaction technologies would slightly affect the Superpave mix design and obviously have an influence on gyration number, ITS values, rut depth, flow, toughness, and fatigue life of various mixtures regardless of aggregate source and lime content. In addition, the aggregate source significantly affected the ITS and rutting resistance in this study. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRut depth. =650 \0$aToughness. =650 \0$aFatigue life. =650 \0$aHot mix asphalt. =650 \0$aFoaming technology. =650 \0$aIndirect tensile strength. =650 \0$aPavements, Asphalt concrete. =650 14$aHot mix asphalt. =650 24$aFoaming technology. =650 24$aIndirect tensile strength. =650 24$aFlow. =650 24$aToughness. =650 24$aRut depth. =650 24$aFatigue life. =700 1\$aAmirkhanian, Serji,$eauthor. =700 1\$aWang, Hainian,$eauthor. =700 1\$aWang, Hao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130329.htm =LDR 03142nab a2200565 i 4500 =001 JTE20130145 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130145$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130145$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC531 =082 04$a616.85/223$223 =100 1\$aKung, Hsu-Yang,$eauthor. =245 10$aContext-Aware Services for Mobile Multimedia Application /$cHsu-Yang Kung, Chi-Hua Chen, Ching-Yu Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b35 =520 3\$aAdvancements are rapidly being made in mobile computing environments and context-aware multimedia streaming services that are based on information about a user's context. This work proposes a Context-Aware Embedded Multimedia Presentation System (CEMP) that is based on the context vocabulary ontology to provide a formal explicit description of the multimedia information domain and the formal context process model. The designed context recognition and context representation reasoning mechanism can perform context classification to deliver multimedia services of the required quality. Additionally, the CEMP system includes an adaptation reasoning mechanism that identifies the best adaptation control when the context changes. However, context modification may cause a context conflict problem among multiple adaptation requirements and resource limitations. The CEMP system provides a conflict resolution mechanism that calculates the context's priority and the context weight to improve context conflict resolution results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOntology. =650 \0$aContext-aware. =650 \0$aContext conflict. =650 \0$aAdaptation control. =650 \0$aMultimedia streaming. =650 \0$aAnxiety. =650 \0$aExistentialism. =650 \0$aAnxiety in literature$xReligious aspects. =650 14$aContext-aware. =650 24$aOntology. =650 24$aMultimedia streaming. =650 24$aAdaptation control. =650 24$aContext conflict. =700 1\$aChen, Chi-Hua,$eauthor. =700 1\$aLin, Ching-Yu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130145.htm =LDR 03508nab a2200553 i 4500 =001 JTE20130117 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130117$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130117$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aZhong, Yongqiang,$eauthor. =245 10$aAsphalt Mixture Design and Thermology Experiments on Heat-Resistant Surfaces in Permafrost Regions /$cYongqiang Zhong, Tao Ma, Xiaoming Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b37 =520 3\$aTo reduce the permafrost thaw-induced damage to asphalt pavement caused by heat absorption in permafrost regions, a material with low thermal conductivity was introduced into the asphalt mixture. This altered the thermal conductivity of the aggregate and thereby reduced that of the asphalt mixture. First, the optimal asphalt-aggregate ratio for the asphalt mixture was determined. Then, the material composition of the asphalt mixture was designed to form a heat-resistant surface without changing the AC-13 aggregate gradation. Thermal tests were performed with a Thermal Conductivity Instruments (TCI) thermal property analyzer on asphalt concrete specimens, prepared by adding primary mineral vermiculite (abbreviated hereafter as ZS, from Chinese) in different mass percentages of 0 %, 4 %, 6 %, 8 %, and 10 %. Test results showed that the thermal conductivity decreases exponentially with increasing percentage of ZS mass. These tests on asphalt concrete specimens indicate that the thermal conductivity drops by up to 46.27 % for 10 % ZS. At a depth of 4 cm below the surface of a heat-resistant pavement, the temperature can be reduced by at most 1.8°C, compared to observations at the same depth in an ordinary pavement. These results show encouraging prospects for application in permafrost regions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt mixture. =650 \0$aPermafrost regions. =650 \0$aHeat-resistant surface. =650 \0$aThermology experiments. =650 \0$aPavements, Asphalt concrete$xMaterials$vHandbooks, manuals, etc. =650 \0$aWarm mix paving mixtures. =650 \0$aMix design. =650 14$aAsphalt mixture. =650 24$aPermafrost regions. =650 24$aHeat-resistant surface. =650 24$aMaterial composition design. =650 24$aThermology experiments. =700 1\$aMa, Tao,$eauthor. =700 1\$aHuang, Xiaoming,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130117.htm =LDR 04076nab a2200601 i 4500 =001 JTE20120334 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120334$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120334$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA931 =082 04$a620.44$223 =100 1\$aClarke, J. D.,$eauthor. =245 10$aUnderstanding the Friction Measured by Standardised Test Methodologies Used to Assess Shoe-Surface Slip Risk /$cJ. D. Clarke, K. Hallas, R. Lewis, S. Thorpe, G. Hunwin, M. J. Carré. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b47 =520 3\$aThis paper discusses standardised mechanical test methodologies that measure dynamic coefficient of friction in order to assess the risk of a pedestrian slip. Currently, two shoe-surface contact test methods are specified in British Standards to assess the risk of pedestrian slips during the heel strike phase. A pendulum test device as specified in BS 7976-2:2002 is used to determine the slip resistance of surfaces. Another standard, BS EN ISO 13287:2007 specifies the test method to assess the slip resistance of conventionally soled safety, protective and occupational footwear. Experiments were conducted on six common household surfaces in water contaminated conditions in compliance with the aforementioned standard procedures. The roughness and stiffness of each surface was also found. The results show no statistically significant linear correlation between the dynamic coefficient of friction found via the two standardised test methods. At low levels of roughness, no statistically significant linear correlations were found between the coefficient of friction found via the two standardised test methods and roughness. For flooring with a compliant layer, the contact conditions of the pendulum test device were found to cause friction losses associated with energy dissipated as the surface deforms and recovers during sliding. Differences in sliding velocity and area of contact were found to influence the measurements given by the two test procedures. The higher velocity pendulum is a more appropriate test device to replicate slip in wet conditions as it predicts the worst case scenario. However, it is likely to give misleading results on deformable surfaces as, on such surfaces, as it is not replicating the loading conditions during a real-life heel strike. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFootwear. =650 \0$aSlip resistance. =650 \0$aSurface roughness. =650 \0$aSurface stiffness. =650 \0$aFriction mechanisms. =650 \0$aFriction. =650 \0$aReaction mechanisms (Chemistry) =650 \0$aStrains and stresses. =650 14$aFootwear. =650 24$aFriction mechanisms. =650 24$aSlip resistance. =650 24$aSurface roughness. =650 24$aSurface stiffness. =700 1\$aHallas, K.,$eauthor. =700 1\$aLewis, R.,$eauthor. =700 1\$aThorpe, S.,$eauthor. =700 1\$aHunwin, G.,$eauthor. =700 1\$aCarré, M. J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120334.htm =LDR 03164nab a2200589 i 4500 =001 JTE20130301 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130301$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130301$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE75 =082 04$a666.9$223 =100 1\$aLee, Chang Hoon,$eauthor. =245 10$aDifference in Setting Behavior between Prepared and Sieved Mortars in the ASTM C403 Time of Setting Test /$cChang Hoon Lee, Kenneth Clark Hover, Anna Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThe setting time of concrete as measured by ASTM C403-08 is determined from the penetration resistance of mortar extracted from concrete by removing coarse aggregates larger than the 4.75 mm (#4) sieve. Tests by the authors and others have shown a difference in penetration resistance obtained from mortars extracted from concrete compared with penetration resistance of mortar intentionally mixed to represent the mortar fraction of the concrete of interest, as is noted qualitatively in ASTM C403. The authors report this difference quantitatively, having observed or discovered in the literature prepared mortars with an initial setting time up to 6 %-16 % greater than that of sieved mortar, and final setting time that is up to 3 %-16 % greater than that of sieved mortar. In general, these differences are 1 to 3 times greater than the single operator precision for acceptable range of test results, and are thus significant in the context of ASTM C403. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSieving. =650 \0$aFinal setting. =650 \0$aMortar testing. =650 \0$aInitial setting. =650 \0$aSetting behavior. =650 \0$aPenetration resistance. =650 \0$aMortar$vTesting. =650 \0$aPortland cement$vAnalysis. =650 14$aC403. =650 24$aFinal setting. =650 24$aInitial setting. =650 24$aMortar testing. =650 24$aPenetration resistance. =650 24$aSetting behavior. =650 24$aSieving. =700 1\$aHover, Kenneth Clark,$eauthor. =700 1\$aLee, Anna,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130301.htm =LDR 04232nab a2200577 i 4500 =001 JTE20130151 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130151$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130151$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE210 =082 04$a624.7/3$223 =100 1\$aWasiuddin, Nazimuddin M.,$eauthor. =245 10$aField and Laboratory Evaluation of Environmental Effects on Chip Seal Performance :$bFreeze-Thaw and Asphalt Aging /$cNazimuddin M. Wasiuddin, Kisler Wilson, Mohammad Readul Islam, Phillip Parker, Christopher Abadie, Louay N. Mohammad. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aChip seals generally deteriorate as a result of asphalt oxidation, wear and polishing of aggregates, bleeding, and raveling (loss of aggregates). In this study, two major environmental effects on chip seal performance, freeze-thaw, and asphalt aging were investigated based on laboratory tests and field distress survey. For freeze-thaw evaluation, laboratory chip seal samples were prepared for 18 combinations (6 aggregates X 3 asphaltic materials). A simple freeze-thaw protocol was developed and evaluation of freeze-thaw effect on aggregate types reveals that both the precoated and uncoated expanded shale lightweight aggregates perform comparatively very well against freeze-thaw. Evaluation of freeze-thaw effect on asphaltic material types reveals that CRS-2P, an emulsion performs significantly better than hot asphalts, namely PAC-15 and AC20-5TR. For aging evaluation, asphaltic materials were extracted from 15 (5 aggregates X 3 asphaltic materials) field test sections and increase in stiffness due to aging were determined using a dynamic shear rheometer. For each of the five aggregates, CRS-2P shows the lowest G*/sin?, indicating minimum field aging susceptibility among the three asphaltic materials while AC20-5TR shows slightly higher G*/sin? than PAC-15, indicating maximum field aging susceptibility. Overall field distress ratings of the CRS-2P sections (sum of distress ratings of all the CRS-2P sections) are better than those of PAC-15 and AC20-5TR. The overall distress ratings of PAC-15 sections are better than overall distress ratings of AC20-5TR. In case of aggregate types, precoated expanded shale lightweight test sections performed the best, while expanded clay lightweight sections performed very poorly. Both freeze-thaw and asphalt aging tests closely reflect field performances and it can be concluded that the freeze-thaw and aging performances can be used as effective tools for predicting long term chip seal performances. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEmulsion. =650 \0$aChip seal. =650 \0$aFreeze-thaw. =650 \0$aAsphalt agings. =650 \0$aClay. =650 \0$aFreeze thaw tests. =650 \0$aSoil mechanics. =650 14$aFreeze-thaw. =650 24$aAsphalt agings. =650 24$aEmulsion. =650 24$aChip seal. =700 1\$aWilson, Kisler,$eauthor. =700 1\$aIslam, Mohammad Readul,$eauthor. =700 1\$aParker, Phillip,$eauthor. =700 1\$aAbadie, Christopher,$eauthor. =700 1\$aMohammad, Louay N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130151.htm =LDR 02977nab a2200661 i 4500 =001 JTE20140023 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140023$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140023$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a339.2015118$223 =100 1\$aIsmail, Ali A.,$eauthor. =245 10$aBayesian Estimation of Pareto Distribution Under Failure-Censored Step-Stress Life Test Model /$cAli A. Ismail. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b34 =520 3\$aIn this paper, both maximum likelihood and Bayesian estimators for a partially accelerated step-stress life test model are considered using type II censored data from Pareto distribution of the second kind. The posterior means and posterior variances are obtained under the squared error (SE) loss function using Lindley's approximation procedure. The maximum likelihood estimators and analogous Bayes estimators are compared in terms of their mean-square errors based on simulated samples from Pareto distribution. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aReliability. =650 \0$aPosterior mean. =650 \0$aStep-stress test. =650 \0$aType II censoring. =650 \0$aPosterior variance. =650 \0$aBayesian estimation. =650 \0$aPareto distribution. =650 \0$aPartial acceleration. =650 \0$aNon-informative priors. =650 \0$aLindley's approximation. =650 \0$aDistribution (Probability theory) =650 \0$aEconomics$xStatistical methods. =650 14$aReliability. =650 24$aPartial acceleration. =650 24$aStep-stress test. =650 24$aPareto distribution. =650 24$aMaximum likelihood estimation. =650 24$aBayesian estimation. =650 24$aLindley's approximation. =650 24$aNon-informative priors. =650 24$aPosterior mean. =650 24$aPosterior variance. =650 24$aType II censoring. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140023.htm =LDR 03301nab a2200529 i 4500 =001 JTE20130176 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130176$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130176$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P5 =082 04$a620.1/92392$223 =100 1\$aCui, Xinzhuang,$eauthor. =245 10$aImprovement of Permeability Measurement Precision of Pervious Concrete /$cXinzhuang Cui, Jiong Zhang, Na. Zhang, Zhijun Gao, Wei Sui, Cong Wong. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aPervious concrete is used as the material for drainage structure in roads, buildings, and water facilities due to its excellent permeability. Existing devices for testing the permeability of pervious concrete do not consider the fluid leakage through the specimen-container interface induced by the large numbers of open pores on the surface of molded specimen. This may significantly affect the precision of the results. In this study, a new permeability test device for pervious concrete was developed and a modified permeability testing method is described. The modified method and currently used test methods were employed to measure the permeability of molded specimens with different porosities, graded aggregates, and admixtures. In order to calibrate the modified method, the permeabilites of the cored specimens were measured using the method and currently used test methods. The comparisons show that the permeabilities of the molded specimens measured using the modified method are lower than the two existing methods, and are approximate to the results of cored specimens. This indicates that for the molded specimens, the modified method can give better precision and more accuracy than the two existing methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPermeability. =650 \0$aPervious concrete. =650 \0$aPlastics$vPermeability. =650 \0$aElastomers$vPermeability. =650 14$aPervious concrete. =650 24$aPermeability. =650 24$aPermeability testing devices. =700 1\$aZhang, Jiong,$eauthor. =700 1\$aZhang, Na.,$eauthor. =700 1\$aGao, Zhijun,$eauthor. =700 1\$aSui, Wei,$eauthor. =700 1\$aWong, Cong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130176.htm =LDR 04108nab a2200577 i 4500 =001 JTE20130229 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130229$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130229$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.22 =082 04$a620.1/1233$223 =100 1\$aWang, Jieying,$eauthor. =245 10$aImpact of Moisture and Load on Vertical Movement of a Simulated Platform Frame Wood Structure /$cJieying Wang, Luke King. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aThe objective of this study was to assess the relative contributions of wood shrinkage and building dead loads to vertical displacement in the form of height loss for wood-frame structures. Identifying the relative contributions of these factors while monitoring full-sized buildings presents significant challenges; therefore, a laboratory test was conducted under controlled hygrothermal conditions and loading. Two small-scale wood-frame structures were constructed with dimension lumber wall assemblies and floor joists. Both model structures were equipped with vertical movement and moisture content (MC) monitoring systems. The structures were conditioned in a chamber to a MC of approximately 20 %, and then moved into the laboratory environment for drying and loading. Model Structure No. 1 was loaded immediately; model Structure No. 2 was not loaded until after the wood had dried to the equilibrium MC. By using a unique lever system, the applied load simulated a dead load that could be experienced by the bottom floor of a six-story wood-frame building. Shrinkage coefficients were measured using samples cut from the horizontal framing members. The results suggested that the loads "forced" the structures to displace downward. At the driest time in the laboratory, the total movement of model Structure No. 1 reached a maximum of about 19 mm after 10 months, which is comparable to in situ recorded measurements from the bottom floor of a four-story wood-frame building in coastal British Columbia. Shrinkage appeared to account for 70 % of the total vertical movement, with the remaining 30 % contributable to load-induced displacement under the conditions of this test. Model Structure No. 2 showed less vertical movement but more initial displacement than model Structure 1 due to a larger settlement. This study suggested that there may be a need to consider the effect of loads in addition to wood shrinkage when estimating building height loss. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aSettlement. =650 \0$aWood shrinkage. =650 \0$aMoisture content. =650 \0$aVertical movement. =650 \0$aElastic compression. =650 \0$aMaterials$vCreep. =650 \0$aFracture mechanics. =650 14$aPlatform wood-frame construction. =650 24$aVertical movement. =650 24$aWood shrinkage. =650 24$aMoisture content. =650 24$aElastic compression. =650 24$aCreep. =650 24$aSettlement. =700 1\$aKing, Luke,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130229.htm =LDR 03530nab a2200529 i 4500 =001 JTE20140001 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140001$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140001$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aMansourkhaki, Ali,$eauthor. =245 10$aFatigue Performance of Asphalt Mixture under Actual Loading Patterns at Different Pulse Durations /$cAli Mansourkhaki, Alireza Sarkar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aThe fatigue performance of an asphalt mixture under actual loading patterns corresponding to single, tandem, and tridem axle configurations at three different pulse durations corresponding to axle speeds with constant rest periods was examined using an indirect tensile cyclic load test. This research was conducted at two temperatures, 25°C and 35°C. Considering our sets of variables and three repetitions for each set, in total 54 specimens were tested. The actual loading patterns applied to the specimens were determined using the KENLAYER software program. After testing and data acquisition, the cumulative vertical plastic strain approach was utilized to determine the number of load applications at two points of deformation on the fatigue curves, the hardening and softening starting points. The results at these two points show the following: (1) force repetition depends on loading patterns and, at a constant speed, varies from maximum to minimum with tridem, tandem, and single loading patterns, except at the hardening starting point; (2) force repetitions are strongly related to pulse duration in such a way that fatigue life increases with a decrease in pulse duration; and (3) the effect of temperature depends on pulse durations and loading patterns. It can be stated, in general, that when comparing the effects of different loading patterns, pulse duration must be considered. Based on the findings of this study, at different temperatures the results follow the same trends and are not temperature dependent. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aHardening. =650 \0$aSoftening. =650 \0$aPulse duration. =650 \0$aLoading pattern. =650 \0$aPavements, Asphalt concrete. =650 14$aFatigue. =650 24$aLoading pattern. =650 24$aPulse duration. =650 24$aHardening. =650 24$aSoftening. =700 1\$aSarkar, Alireza,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140001.htm =LDR 03475nab a2200517 i 4500 =001 JTE20130181 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130181$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130181$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD56 =082 04$a658.4/012$223 =100 1\$aChen, Fu-Hsiang,$eauthor. =245 10$aProbing Organization Performance Using a New Hybrid Dynamic MCDM Method Based on the Balanced Scorecard Approach /$cFu-Hsiang Chen, Gwo-Hshiung Tzeng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b45 =520 3\$aIn recent years, the balanced scorecard (BSC) approach has become an important performance evaluation tool. However, in order to find ways to ensure that the model more accurately reflects the interdependence and feedback problems related to each factor that occurs in real world situations, a hybrid dynamic Multiple Criteria Decision Making (MCDM) BSC model is developed. The goal is to establish an evaluation and relationship model of organization performance that is based on the BSC approach. In this approach, the DEMATEL technique is used to explore how various factors influence each other while the basic concept of analytic network process (ANP) with DEMATEL (known as DANP, DEMATEL-based ANP) is used to yield the influential weights for the dimensions/criteria. Finally, the VIKOR method is used to evaluate gaps in the performance matrix. Empirical analysis helps to determine performance gaps and improve the scores for achieving the aspiration levels for each factor which have been determined based on influential network relationship mapping using the DEMATEL technique. The results show that this method can be used to extract the major factors that can enhance an organization's management performance, leading to continuous improvement. The method can be used to help an organization to evaluate and revise its strategies, and generally to adopt modern management approaches in every day practice. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBalanced scorecard. =650 \0$aOrganization performance. =650 \0$aBalanced scorecard (Management) =650 \0$aStrategic planning. =650 \0$aOrganizational effectiveness$vEvaluation. =650 14$aBalanced scorecard. =650 24$aOrganization performance. =650 24$aDEMATEL-based ANP. =650 24$aMCDM. =650 24$aVIKOR. =700 1\$aTzeng, Gwo-Hshiung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130181.htm =LDR 03360nab a2200541 i 4500 =001 JTE20130209 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130209$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130209$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.B1 =082 04$a546.671$223 =100 1\$aOmar, Alaa El-Din K.,$eauthor. =245 10$aImproving Fruit Set, Yield and Fruit Quality of Date Palm (Phoenix dactylifera, L. cv. Mnifi) Through Bunch Spray With Boron and Zinc /$cAlaa El-Din K. Omar, M. A. Ahmed, R. S. Al-Obeed. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aFertilization is one of the most important cultural practices in date palm orchards. Spraying micro-nutrients has an important role in fruit set, fruit retention, development, improved total yield, and fruit characteristics. The present study was conducted during the two successive seasons, 2011 and 2012, in order to investigate the effect of bunches sprayed with boron and/or zinc on fruit set, yield, and fruit quality of 10-year-old "Mnifi" date palm. Bunches were pollinated by placing 10 "Meghal" fresh male strands among female clusters during both seasons. Nine spraying treatments were performed twice; 2 h before pollination and 4 weeks after pollination. Results of the two seasons indicated that application of 1500 ppm boron +300 ppm zinc (B1 + Zn1) increased total yield/palm, fruit weight and volume, flesh weight, soluble solids content (SSC), and total and reducing sugars. Fruit set and titratable acidity were improved with spraying of 1500 ppm boron (B1). Fruit dimensions and moisture content increased with B1 treatment in the first season and B1 + Zn1 treatment in the second season. Application of boric acid alone (1500 ppm) or combined with zinc sulphate (300 ppm) to get a positive effect on fruit set, total yield, and fruit quality of "Mnifi" date palm could be recommended. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aZinc. =650 \0$aBoron. =650 \0$aDate palm. =650 \0$aBunch spray. =650 \0$aFruit quality. =650 \0$aBoron$vCongresses. =650 14$aBoron. =650 24$aZinc. =650 24$aDate palm. =650 24$aBunch spray. =650 24$aFruit quality. =700 1\$aAhmed, M. A.,$eauthor. =700 1\$aAl-Obeed, R. S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130209.htm =LDR 02849nab a2200601 i 4500 =001 JTE20120357 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120357$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120357$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRG527.5.U48 =082 04$a618.2/07543$223 =100 1\$aSharma, Sandeep,$eauthor. =245 12$aA Non-Contact Technique for Damage Monitoring in Submerged Plates Using Guided Waves /$cSandeep Sharma, Abhijit Mukherjee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b44 =520 3\$aThis paper discusses a non-contact and in situ damage-monitoring methodology in submerged plates using ultrasonic guided waves. Specific Lamb wave modes sensitive to near-surface and sub-surface damages have been identified. These modes are further utilized for non-contact scanning of the plates to identify the presence, as well as extent, of damage. Effective combination of specific Lamb wave modes leads to comprehensive inspection of the submerged plate structures. The developed methodology is successfully applied for monitoring notches and corrosion in plate. The data generated from scanning the plates have been pictorially represented in the form of defect maps. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNotches. =650 \0$aCorrosion. =650 \0$aDispersion. =650 \0$aDefect maps. =650 \0$aUltrasonics. =650 \0$aGuided waves. =650 \0$aMode sensitivity. =650 \0$aSubmerged plates. =650 \0$aUltrasonics in obstetrics. =650 14$aUltrasonics. =650 24$aGuided waves. =650 24$aDispersion. =650 24$aMode sensitivity. =650 24$aSubmerged plates. =650 24$aNotches. =650 24$aCorrosion. =650 24$aDefect maps. =700 1\$aMukherjee, Abhijit,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120357.htm =LDR 03124nab a2200625 i 4500 =001 JTE11710J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11710J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11710J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aVaidya, WV.,$eauthor. =245 10$aFatigue Threshold Regime of a Low Alloy Ferritic Steel under Closure-Free Testing Conditions :$nPart II-Hysteresis in Near-Threshold Fatigue Crack Propagation :$bAn Experimental Assessment /$cWV. Vaidya. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b45 =520 3\$aNear-threshold fatigue crack propagation behavior of a high strength steel was investigated in laboratory air under closurefrec testing conditions at R = 0.7 (= Rcff) and at two different K-gradients. Depending on the criterion assumed, the threshold value differed; the criterion of non-propagation gave a lower threshold value than that assumed by the propagation criterion. Nevertheless. the subsequent propagation following a load increase was discontinuous in both cases, and da/dN versus ?K curves obtained on the some specimen during the K-decreasing and the K-increasing test were not necessarily identical in the threshold regime. This behavior, hysteresis, is analyzed mainly from the experimental viewpoint, and it is shown that hysteresis is not an artifact. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompliance. =650 \0$aHysteresis. =650 \0$aData analysis. =650 \0$aFerritic steel. =650 \0$aThreshold regime. =650 \0$aTransient effects. =650 \0$aExperimental aspects. =650 \0$aFatigue crack propagation. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aCompliance. =650 24$aData analysis. =650 24$aExperimental aspects. =650 24$aFatigue crack propagation. =650 24$aFerritic steel. =650 24$aHysteresis. =650 24$aMicrostructural observations. =650 24$aThreshold regime. =650 24$aTransient effects. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11710J.htm =LDR 01921nab a2200397 i 4500 =001 JTE11714J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11714J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11714J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF3510.B8 =082 04$a381.094241$223 =100 1\$aHarvey, JP.,$eauthor. =245 10$aIntroduction to Symposium on the Use and Performance of Staples in the Human Body /$cJP. Harvey. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$a[The Symposium on the Use and Performance of staples in the Human Body, held in Atlantic City, New Jersey, on 8 May 1991, was sponsored by ASTM Committee F-4 on Medical and Surgical Materials and Devices.Three papers presented at the symposium are presented in this issue of Journal of Testing and Evaluation.-Editor]. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStaple system. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11714J.htm =LDR 03061nab a2200577 i 4500 =001 JTE11716J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11716J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11716J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF3510.B8 =082 04$a381.094241$223 =100 1\$aShapiro, JS.,$eauthor. =245 10$aUse of Pneumatically Driven Staples in the Practice of Orthopaedic Surgery /$cJS. Shapiro, MJ. Walt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aIn 1981, the concept was delineated of driving staples "in a guided fashion with a rapid and reproducible power source" for fixation in orthopaedic surgery. This transformed an inefficient fixator into an efficient one and secondarily allowed its use in many unique applications for fixation of bone to bone, ligament to bone, and cartilage to bone. From first clinical usage in 1983, it has been used in an estimated 40 000 cases worldwide. Fixation has been for solitary, supplemental, and/or temperary applications in metaphyseal bone for such diverse applications as fusions, osteotomies, fractures, and ligament attachment. The system has been tested and improvements in fixation were demonstrated in laboratory and in vitro studies. The rectangular, rough surfaced, titanium staples were designed for pneumatic insertion to bone and have found use in specific applications as well as a ubiquitous backtable instrument. A learning curve exists for proper usage. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStaples. =650 \0$aTitanium. =650 \0$aBone fixation. =650 \0$aLearning curve. =650 \0$aMetaphyseal bone. =650 \0$aPneumatically driven. =650 \0$aClinical applications. =650 \0$aStaple system. =650 14$aStaples. =650 24$aPneumatically driven. =650 24$aBone fixation. =650 24$aTitanium. =650 24$aClinical applications. =650 24$aMetaphyseal bone. =650 24$aLearning curve. =700 1\$aWalt, MJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11716J.htm =LDR 03321nab a2200589 i 4500 =001 JTE11713J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11713J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11713J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE251.5 =082 04$a625.725$223 =100 1\$aFwa, TF.,$eauthor. =245 10$aLaboratory Study of Microtexture-Related Skid Resistance Characteristics of Concrete Pavement Materials /$cTF. Fwa, CC. Tan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThis paper reports the results of a laboratory test program conducted to study the variations of microtexture-related skid resistance of concrete materials with moisture condition, measurement temperature, and surface polishing. The materials used for concrete pavement construction in Singapore were studied. Surface wetting was found to produce a surface-wet frictional resistance considerably lower than the initial surface-dry value. However, neither the surface-wet nor surface-dry measurement was affected by the degree of moisture saturation of the materials tested. Surface temperature had a strong influence on the results of surface-wet tests, but not the surface-dry tests. The temperature-dependent variations was highly correlated to either measurement temperature or viscosity of water, always showing a coefficient of correlation exceeding 0.94 in absolute value. Polishing had the effect of reducing both surface-wet and surface-dry resistance. However, cement mortar specimens were found to respond differently from granite and steel slag aggregates due to differences of their surface wear behaviors in the process of polishing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMacrotexture. =650 \0$aMicrotexture. =650 \0$aCement mortar. =650 \0$aSkid resistance. =650 \0$aGranite aggregates. =650 \0$aAccelerated polishing. =650 \0$aSteel slag aggregates. =650 \0$aPavement performance. =650 \0$aInstrumentation. =650 14$aSkid resistance. =650 24$aCement mortar. =650 24$aGranite aggregates. =650 24$aSteel slag aggregates. =650 24$aAccelerated polishing. =650 24$aMacrotexture. =650 24$aMicrotexture. =700 1\$aTan, CC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11713J.htm =LDR 02475nab a2200541 i 4500 =001 JTE11712J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11712J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11712J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH212.S3 =082 04$a620.1127$223 =100 1\$aChiostrini, S.,$eauthor. =245 13$aAn Experimental Research Program on the Behavior of Stone Masonry Structures /$cS. Chiostrini, A. Vignoli. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aA program of experimental research on the seismic behavior of full-scale masonry specimens is discussed. The main part of this program was developed at the Department of Civil Engineering as part of the C.N.R.-G.N.D.T. (National Council of Researches, National Group for Earthquake Defense)-Subproject 2: Preveation of Building Damages-Working Group 2.2: Experimental Evaluation of the Seismic Behaviour of Structures coordinated research program. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStone masonry. =650 \0$aFlat jack test. =650 \0$aIn situ testing. =650 \0$aExperimental research. =650 \0$adiagonal test. =650 \0$aMaterials$xMicroscopy. =650 \0$aMaterials$xTesting. =650 14$aStone masonry. =650 24$aExperimental research. =650 24$aIn situ testing. =650 24$aDiagonal test. =650 24$aFlat jack test. =700 1\$aVignoli, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11712J.htm =LDR 03070nab a2200661 i 4500 =001 JTE11709J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11709J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11709J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aVaidya, WV.,$eauthor. =245 10$aFatigue Threshold Regime of a Low Alloy Ferritic Steel under Closure-Free Testing Conditions :$bPart I-Compliance Variations in the Threshold Regime /$cWV. Vaidya. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aCompliance variations in the threshold regime of a high strength ferritic steel tested under closure-free conditions at room temperature and in air are reported. In contrast to the Paris regime, and irrespective of whether the data during load shedding, at threshold, or after post-threshold load increase are considered. it is found that compliance varies inconsistently in the threshold regime. Therefore a 1:1 correlation between the averaged optical crack length and that inferred from compliance was not observed. Possible reasons of this discrepancy are discussed, and the crack front lag inferred is explained in terms of the constraint. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aThreshold. =650 \0$aCompliance. =650 \0$aGage response. =650 \0$aFerritic steel. =650 \0$aTransient effect. =650 \0$aLoad ratio effect. =650 \0$aCrack front behavior. =650 \0$aLoad shedding effect. =650 \0$aCrack length measurement. =650 \0$aFatigue crack propagation. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aCompliance. =650 24$aCrack front behavior. =650 24$aCrack length measurement. =650 24$aFatigue crack propagation. =650 24$aFerritic steel. =650 24$aGage response. =650 24$aLoad ratio effect. =650 24$aLoad shedding effect. =650 24$aThreshold. =650 24$aTransient effect. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11709J.htm =LDR 02732nab a2200505 i 4500 =001 JTE11715J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11715J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11715J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF3510.B8 =082 04$a381.094241$223 =100 1\$aLiberace, R.,$eauthor. =245 10$aMechanical Testing of Stainless Steel Bone Staples /$cR. Liberace, Z. Ladin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aBending characteristics of stainless steel bone staples were examined to determine their possible inclusion in future standards. These characteristics included a measure of the initial slope of the bending curve as the staples were bent in a four-point bending load apparatus and a factor which accounts for the decrease in staple stiffness due to the bends in the staple. Both factors were measured and showed variations as high as 20% when similar size staples from different manufacturers were compared. Material properties such as hardness and tensile strength were also measured, and the resulting values were within 5% of each other for similar size staples. These results suggest that the staples were made from wire with very similar mechanical properties and that the observed variations are probably due to differences in the manufacturing process. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStaples. =650 \0$aBone staples. =650 \0$aSurgical implants. =650 \0$aOrthopedic implants. =650 \0$aStaple system. =650 14$aBone staples. =650 24$aStaples. =650 24$aSurgical implants. =650 24$aOrthopedic implants. =700 1\$aLadin, Z.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11715J.htm =LDR 02355nab a2200517 i 4500 =001 JTE11717J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11717J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11717J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF3510.B8 =082 04$a381.094241$223 =100 1\$aThomas, AMC,$eauthor. =245 10$aComparison of Materials for Staple Pull-Out Tests /$cAMC Thomas, PB. Pynsent, PF. McCombe. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aMaximum pull-out forces of 16 mm bridge width staples of 10, 15, 20, and 25 mm leg length were tested in cadaver femoral metaphyseal bone. Pull-out force was related to leg length, but there was a very wide standard deviation. A plastic composite bone and beech hardwood were tested as substitutes and found to be unsuitable. A balsa wood composite was found to provide more reproducible results and is recommended for staple testing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStaple. =650 \0$aPull-out force. =650 \0$aRetention force. =650 \0$aPowered stapling. =650 \0$aStaple system. =650 14$aStaple. =650 24$aPull-out force. =650 24$aRetention force. =650 24$aPowered stapling. =700 1\$aPynsent, PB.,$eauthor. =700 1\$aMcCombe, PF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11717J.htm =LDR 02807nab a2200577 i 4500 =001 JTE11711J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11711J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11711J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aWhite, GC.,$eauthor. =245 10$aFatigue Behavior of (BS 1470 N8-0) Aluminum Alloy and (BS 1501-510) Nickel Steel Double-Fillet and Tee-Butt Welds (Subject to Bending) /$cGC. White. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aThe shell to base welds of liquefied natural gas (LNG) tanks are normally double fillet welds, although in some tanks teebutt welds are used. The fatigue behavior of these welds has been examined by testing 134 full-size specimens. The testing examined the low cycle, high strain performance of the welds in air at +20°C and in liquid nitrogen at -196°C. The results from this work have shown that double fillet weld and tee-butt weld fatigue performance are comparable. The low temperature fatigue performance matched or exceeded that under equivalent ambient conditions. The shell to bottom welds used in British Gas LNG tanks have fatigue lives well in excess of that required for operational duty. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLNG tank. =650 \0$aCryogenics. =650 \0$aNickel stress. =650 \0$aTee-butt weld. =650 \0$aAluminum alloy. =650 \0$aDouble fillet weld. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFatigue. =650 24$aNickel stress. =650 24$aAluminum alloy. =650 24$aLNG tank. =650 24$aDouble fillet weld. =650 24$aTee-butt weld. =650 24$aCryogenics. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11711J.htm =LDR 02785nab a2200541 i 4500 =001 JTE20120257 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120257$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120257$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBF482 =082 04$a612.744$223 =100 1\$aLu, Xi.,$eauthor. =245 12$aA Novel Running-In Specification with Strengthening Effects in Fatigue /$cXi. Lu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aUsing two types of automobile transmission assemblies, a novel running-in specification with strengthening effects is proposed and investigated by the strengthening of low-amplitude forces below the fatigue limit. The phenomenon is also referred to as understressing or coaxing. In this novel running-in specification, the fatigue life will be prolonged and the assembly cost is unchanged. The average fatigue life of one transmission assembly was increased ~40 % when the original running-in force was replaced by the optimal strengthening force in the new running-in specification. The average fatigue life of the other type of transmission assembly was improved ~26 % when the estimated optimal strengthening force was applied in another new running-in specification with the strengthening effects. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRunning-in. =650 \0$aFatigue life. =650 \0$aTransmission. =650 \0$aUnderstressing. =650 \0$aFatigue strength. =650 \0$aFatigue$xPhysiological aspects. =650 \0$aFatigue$xDiagnosis. =650 \0$aFatigue$xPrevention. =650 14$aRunning-in. =650 24$aUnderstressing. =650 24$aFatigue life. =650 24$aFatigue strength. =650 24$aTransmission. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120257.htm =LDR 03443nab a2200517 i 4500 =001 JTE20120303 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120303$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120303$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA706 =082 04$a624.1/5132$223 =100 1\$aMiller, Robert A.,$eauthor. =245 10$aBurner Rig for Small Particle Erosion Testing of Thermal Barrier Coatings /$cRobert A. Miller, Maria A. Kuczmarski. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aThe development of a high-temperature laboratory test to evaluate the erosion resistance of new turbine-blade thermal barrier coatings (TBC) for aircraft gas turbine engines is described.The focus is on improvements to a previously reported design, specifically: (1) larger duct and nozzle diameters leading to a larger and more uniform wear pattern; (2) incorporation of a new auger-style feeder for precise feeding of fine particles at low flow rates; (3) an aperture after the duct to limit the erosive damage at the edges of button specimens; (4) bag filters for particle feed rate measurements.The results of both extensive computational fluid dynamics (CFD) modeling and experiments concentrating on laboratory specimens fabricated from turbine-blade superalloys were used to demonstrate the validity of the test results to meaningfully evaluate the performance of new coating compositions in representative erosive environments, and to help understand damage mechanisms under such conditions.Two specimen geometries were tested in the improved rig using Mach 0.5 jets: "teardrop" burner bar and button specimens.Both types of specimens had electron beam-physical vapor deposition (EB-PVD) prepared ceramic layers of either ZrO2-Y2O3 (7YSZ) or ZrO2-Y2O3-Gd2O3-Yb2O3 (ZYGdYb) applied over PtAl bond coats using various processing parameters or interface treatments.Specimen temperatures for this study were either 980 °C (1800 °F) or 1090 °C (2000 °F) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aErosion. =650 \0$aBurner rig. =650 \0$aThermal barrier coatings. =650 \0$aRocks$xFracture. =650 \0$aRock mechanics. =650 \0$aFluid dynamics. =650 14$aThermal barrier coatings. =650 24$aErosion. =650 24$aBurner rig. =650 24$aComputational fluid dynamics. =700 1\$aKuczmarski, Maria A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120303.htm =LDR 03010nab a2200541 i 4500 =001 JTE20130031 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130031$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130031$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL671.1 =082 04$a363.12/462$223 =100 1\$aSarangi, Niranjan,$eauthor. =245 10$aFatigue Life Evaluation of an Annular Combustor Casing of a Gas Turbine Engine /$cNiranjan Sarangi, S. K. Panigrahi, U. Chandrasekhar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aStructural analysis of annular combustors of aero gas turbines presents substantial challenges to engine-development establishments because of its multifunctional aspects such as complex geometry, thin wall structures, and stringent airworthiness requirements. This paper outlines an experimental methodology for fatigue life evaluation of an annular combustor casing using a closed-loop hydraulic test facility and presents results corresponding to the initial configuration. Premature fatigue failure has revealed that a design feature with a high stress concentration on the combustor casing needs to be modified. Iterative studies are taken up to overcome the design deficiency. This paper presents a unique approach whereby the experimental results for a full-scale annular combustor are correlated with numerical predictions for ensuring structural integrity in accordance with military airworthiness standards. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCombustor. =650 \0$aFatigue life. =650 \0$aAirworthiness. =650 \0$aStructural integrity. =650 \0$aAirworthiness certificates. =650 \0$aAirplanes$xAirworthiness. =650 \0$aHelicopters$xAirworthiness. =650 14$aAirworthiness. =650 24$aCombustor. =650 24$aFatigue life. =650 24$aStructural integrity. =700 1\$aPanigrahi, S. K.,$eauthor. =700 1\$aChandrasekhar, U.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130031.htm =LDR 03153nab a2200565 i 4500 =001 JTE20130092 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130092$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130092$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA654.7 =082 04$a624.1/76$223 =100 1\$aLanghorst, Benjamin,$eauthor. =245 12$aA Residual Mass Ballistic Testing Method to Compare Armor Materials or Components (Residual Mass Ballistic Testing Method) /$cBenjamin Langhorst, Thomas M. Lillo, Henry S. Chu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aA statistics based ballistic test method is presented for use when comparing multiple groups of test articles of unknown relative ballistic perforation resistance. The method is intended to be more efficient than many traditional methods for research and development testing. To establish the validity of the method, it is employed in this study to compare test groups of known relative ballistic performance. Multiple groups of test articles were perforated using consistent projectiles and impact conditions. Test groups were made of rolled homogeneous armor (RHA) plates and differed in thickness. After perforation, each residual projectile was captured behind the target and its mass was measured. The residual masses measured for each test group were analyzed to provide ballistic performance rankings with associated confidence levels. When compared to traditional V50 methods, the residual mass (RM) method was found to require fewer test events and be more tolerant of variations in impact conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aArmor. =650 \0$aStatistics. =650 \0$aPenetration. =650 \0$aPerforation. =650 \0$aBallistic testing. =650 \0$aBlast effect. =650 \0$aStructural dynamics. =650 \0$aPenetration mechanics. =650 14$aBallistic testing. =650 24$aPerforation. =650 24$aStatistics. =650 24$aArmor. =650 24$aPenetration. =700 1\$aLillo, Thomas M.,$eauthor. =700 1\$aChu, Henry S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130092.htm =LDR 03501nab a2200565 i 4500 =001 JTE20130108 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130108$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130108$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.8/4$223 =100 1\$aCastaneda, Daniel I.,$eauthor. =245 10$aField Test Method for Residual Stress in Plain Concrete Pavements and Structures /$cDaniel I. Castaneda, Jacob D. Henschen, David A. Lange. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aResidual stresses form in concrete structures and rigid pavements as a result of differential shrinkage, loss of subgrade support, and physical restraint by the superstructure. These stresses diminish a concrete member's capacity to carry its design load, making the structure vulnerable to premature cracking and failure. Few methods for quantifying the residual stress in concrete exist, although several methods have been developed for measuring material stresses in metals and rocks. Here, a new field test method for concrete pavements and structures, inspired by the ASTM E837 method for measuring residual stress in steel, is presented. The test is performed by installing strain gages on the surface of a concrete pavement or structure and then saw-cutting around the gages to isolate the gages from the bulk concrete material. The difference between the strain reading before and after the saw-cuts is used to compute the stress present at the surface of the concrete material. The method was developed and validated in laboratory experiments, and finite element modeling was conducted to enhance understanding of the three-dimensional strain distribution around saw-cut notches in materials with residual stress. Full-scale testing on plain concrete pavements demonstrated the method's potential as a field test method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConcrete. =650 \0$aRigid pavement. =650 \0$aResidual stress. =650 \0$aNondestructive test. =650 \0$aSemi-destructive test. =650 \0$aPavements, Concrete. =650 \0$aConcrete$xAdditives. =650 \0$aReinforced concrete construction. =650 14$aResidual stress. =650 24$aConcrete. =650 24$aRigid pavement. =650 24$aNondestructive test. =650 24$aSemi-destructive test. =700 1\$aHenschen, Jacob D.,$eauthor. =700 1\$aLange, David A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130108.htm =LDR 03627nab a2200625 i 4500 =001 JTE20130158 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130158$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130158$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.8/4$223 =100 1\$aRafi, Muhammad Masood,$eauthor. =245 10$aExperimental Investigation of Chemical and Physical Properties of Cements Manufactured in Pakistan /$cMuhammad Masood Rafi, Muhammad Murtaza Nasir. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aConcrete is a strong material in compression and is employed to resist compressive stresses in reinforced concrete (RC) structures. Concrete is a mixture of cement and coarse and fine aggregates; its quality is influenced mainly by the quality of the cement. This paper presents the results of an experimental investigation to study the properties of cements available in Pakistan. Seven different brands (A-G) of ordinary Portland cement (OPC) were employed in the studies presented. Chemical and physical tests were conducted on samples of cement, cement-sand mortar, and concrete. Compound composition was estimated through the chemical analysis of cement. Fineness of grinding, loss on ignition, and insoluble residue contents of cement were determined. Concrete cylinders of three target strengths were cast and tested both in compression and tension. Cement-sand mortar cubes were also tested in compression. All of these tests were conducted in accordance with relevant ASTM standards. The properties of cements were compared on the basis of results obtained from the aforementioned tests and the recommended values given by the standards. It was noted that only the cement brand B achieved the desired compressive strength at the specified age of 28 days. The results of mechanical tests of concrete and mortar were supported by the compound composition and fineness of the cement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSlump. =650 \0$aCement. =650 \0$aOxides. =650 \0$aConcrete. =650 \0$aCylinder. =650 \0$aFineness. =650 \0$aSilicates. =650 \0$aChemical composition. =650 \0$aPavements, Concrete. =650 \0$aConcrete$xAdditives. =650 \0$aReinforced concrete construction. =650 14$aCement. =650 24$aConcrete. =650 24$aCylinder. =650 24$aChemical composition. =650 24$aFineness. =650 24$aSlump. =650 24$aOxides. =650 24$aSilicates. =700 1\$aNasir, Muhammad Murtaza,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130158.htm =LDR 02685nab a2200517 i 4500 =001 JTE20120360 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120360$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120360$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.1/920427$223 =100 1\$aYin, Xiaokang,$eauthor. =245 12$aA Novel Non-Destructive Evaluation (NDE) Technique Using Coplanar Capacitive Imaging Probes /$cXiaokang Yin, Wei Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aA novel NDE technique, known as capacitive imaging (CI), is introduced in this work. The CI approach uses a coplanar probe with two or more electrodes in air to produce a quasi-static electric field distribution within the material. The capacitive coupling allows this technique to detect both surface and hidden defect in insulating materials, and provide indications of surface profile of conducting materials. Scanning the electrodes over the material can form an image according to the changes in the output voltage from the coplanar CI probe. In this work, a detailed description of the CI technique is presented, including the theory, modes of operation, instrumentation, and some preliminary experimental results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConductor. =650 \0$aInsulator. =650 \0$aQuasi-static. =650 \0$aCapacitive imaging. =650 \0$aPolymeric composites$xNon-destructive testing. =650 14$aNDE. =650 24$aCapacitive imaging. =650 24$aInsulator. =650 24$aConductor. =650 24$aQuasi-static. =700 1\$aLi, Wei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120360.htm =LDR 03564nab a2200553 i 4500 =001 JTE20130062 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130062$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130062$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP156.C3 =082 04$a662/.74$223 =100 1\$aPutshaka, J. D.,$eauthor. =245 10$aEffect of Pyrolysis Temperature on Adsorbent Properties of Carbon From Leather Buffing Dust and Sawdust /$cJ. D. Putshaka, K. I. Adamu, A. Jauro, S. F. Tanko. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aTannery solid waste in the form of buffing dust and conventional feedstock such as sawdust were used to produce adsorbents (activated carbon) under the same experimental conditions. The adsorbent from both feedstocks were produced after carbonization at temperatures of 500°C-800°C and characterized. Adsorption performance of the activated carbon samples produced was comparatively studied using methylene blue as adsorbate. Results reveal that activated carbon obtained from sawdust after carbonization at 800°C exhibited better adsorption properties than its counterpart produced at the same temperature. Conversely, activated carbon produced from tannery buffing dust after carbonization at 500°C displayed superior adsorption capacity than that obtained from sawdust at the same temperature. The effect of carbon dosage and time on adsorption by both carbon samples was also determined. The Freundlich and Langmuir adsorption isotherm model used in this study reveals that, although the Freundlich isotherm had a better fit (R2 = 0.980) for tannery buffing dust than sawdust (R2 = 0.943), Langmuir isotherm exhibited the best overall fit R2 = 0.9893 and R2 = 0.9896 for sawdust and tannery buffing dust, respectively. The low temperature used in production and the good adsorption performance of activated carbon obtained from tannery buffing waste in this study makes it a more cost effective adsorbent to produce than activated carbon produced from sawdust. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSawdust. =650 \0$aActivation. =650 \0$aBuffing dust. =650 \0$aCarbonization. =650 \0$aCharcoal industry. =650 \0$aCharcoal. =650 14$aCarbonization. =650 24$aActivation. =650 24$aBuffing dust. =650 24$aSawdust. =650 24$aFreunlich and Langmuir isotherms. =700 1\$aAdamu, K. I.,$eauthor. =700 1\$aJauro, A.,$eauthor. =700 1\$aTanko, S. F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130062.htm =LDR 03311nab a2200589 i 4500 =001 JTE20130069 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130069$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130069$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP594 =082 04$a661.82$223 =100 1\$aSchwerin, Matthew R.,$eauthor. =245 10$aEffect of Isopropanol and Ethanol on the Tensile Properties of Natural Rubber Latex Condoms /$cMatthew R. Schwerin, Donna L. Walsh, Zhiwei Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe use of isopropanol as a means to remove lubricants from natural rubber latex (NRL) condoms prior to tensile testing is considered acceptable per ASTM D3492-08. However, there is some indication in the technical literature that isopropanol may be detrimental to NRL. In this study, three different brands of NRL condoms were tested for tensile properties after exposure to either isopropanol or one of two different ethyl alcohols, and a control group was tested without exposure to any alcohol. Tensile rings cut from NRL condoms were soaked in the respective alcohols for one hour at 25°C and 50 % relative humidity before undergoing tensile testing. The results of this study are presented along with statistical analysis of the data (thickness, force at break, tensile strength, and elongation). Although the analysis shows there were a few statistically significant differences in some of the measured parameters, the differences were relatively small in magnitude and likely of minimal scientific importance. Consequently, we conclude that under the conditions used in this study, the alcohols tested do not have a detrimental effect on the tensile properties of NRL condoms. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCondom. =650 \0$aAlcohol. =650 \0$aEthanol. =650 \0$aElongation. =650 \0$aIsopropanol. =650 \0$aTensile strength. =650 \0$aPropanole. =650 \0$aIsopropyl alcohol. =650 14$aCondom. =650 24$aTensile strength. =650 24$aElongation. =650 24$aAlcohol. =650 24$aIsopropanol. =650 24$aEthanol. =650 24$aIPA. =700 1\$aWalsh, Donna L.,$eauthor. =700 1\$aZhang, Zhiwei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130069.htm =LDR 03982nab a2200625 i 4500 =001 JTE20130166 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130166$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130166$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA165 =082 04$a681/.2$223 =100 1\$aSahin, Abdurrahman,$eauthor. =245 10$aForced-Vibration Testing and Experimental Modal Analysis of a Steel Footbridge for Structural Identification /$cAbdurrahman Sahin, Alemdar Bayraktar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aDynamic characteristic identification provides an important insight about structural behavior of steel structures. The experimental modal analysis is used to detect dynamic characteristics and consists of several phases. First, forced-vibration tests are carried out, spectral functions are produced, dynamic characteristics are determined by analyzing processed spectral functions, and, finally, analytical models are calibrated or updated depending on experimental analysis results. In this study, forced-vibration testing is conducted on the steel footbridge by using an impact hammer. Low-amplitude broadband excitations are applied using an impact hammer to excite the bridge. The excitation force and measured responses are processed by passing them through a band-pass filter to obtain frequency-response functions, cross-power spectra, auto-power spectra, power spectral densities, and spectrograms. The system-identification procedure is based on input-output measurements. The obtained system-identification results are compared with the analytical results, which were obtained in a different previous study. A very good agreement is observed, thus providing a reliable set of identified modal properties (natural frequencies, damping ratios, and mode shapes) of the structure. The good correlations between analytical and experimental analyses show that no anomalies are detected along the structure. The experimental mode shapes are similar to what is expected from this type of structure. There is not any unexpected mechanism that changes the dynamic characteristics of the system. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMATLAB. =650 \0$aModalCAD. =650 \0$aSignalCAD. =650 \0$aSpectral analysis. =650 \0$aForced-vibration test. =650 \0$aSystem identification. =650 \0$aDigital signal processing. =650 \0$aDetectors$xDesign and construction. =650 \0$aIntelligent control systems. =650 \0$aSignal processing$xDigital techniques. =650 14$aForced-vibration test. =650 24$aExperimental modal analysis. =650 24$aInput-output modal analysis. =650 24$aSpectral analysis. =650 24$aDigital signal processing. =650 24$aSystem identification. =650 24$aSignalCAD. =650 24$aModalCAD. =650 24$aMATLAB. =700 1\$aBayraktar, Alemdar,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130166.htm =LDR 03299nab a2200613 i 4500 =001 JTE20130082 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130082$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130082$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aShindo, Yasuhide,$eauthor. =245 10$aInterlaminar Shear and Electrical Resistance Responses of Woven-Carbon-Fiber-Reinforced-Polymer Composite Laminates at Cryogenic Temperatures From Cyclic Short Beam Shear Tests /$cYasuhide Shindo, Tomo Takeda, Fumio Narita, Tatsuya Fukuzaki. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aThis paper studies the interlaminar shear and electrical resistance responses of woven-carbon-fiber-reinforced-polymer (CFRP) composite laminates subjected to fatigue loading at cryogenic temperatures. Fatigue tests were conducted on the composite specimens at room temperature and liquid-hydrogen temperature (20 K) using the short beam shear method, and measurements of the specimen electrical resistance were made during the tests. Also, the tested specimens were examined by microscopy to observe the damage and the failure mode. In addition, a finite-element analysis was performed to examine the stress distributions in the short beam shear specimens. The dependence of the interlaminar shear fatigue performance of the woven-CFRP laminates on the temperature was discussed, and the applicability of the electrical resistance method for assessing the fatigue failure was demonstrated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aSelf-sensing. =650 \0$aCryomechanics. =650 \0$aCryogenic tank. =650 \0$aMechanical testing. =650 \0$aFinite-element analysis. =650 \0$aStructural analysis (Engineering) =650 \0$aContinuum mechanics. =650 \0$aFinite element method. =650 14$aCryomechanics. =650 24$aMechanical testing. =650 24$aFinite-element analysis. =650 24$aPolymer-matrix composites. =650 24$aFatigue. =650 24$aCryogenic tank. =650 24$aSelf-sensing. =700 1\$aTakeda, Tomo,$eauthor. =700 1\$aNarita, Fumio,$eauthor. =700 1\$aFukuzaki, Tatsuya,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130082.htm =LDR 04144nab a2200793 i 4500 =001 JTE20130160 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130160$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130160$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQP801.F5 =082 04$a574.1/924$223 =100 1\$aBafna, Sudhir,$eauthor. =245 14$aThe Effect of Temperature on the Tear Behavior of Various Elastomers /$cSudhir Bafna. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThe tear behavior of commercial butyl, EPDM, fluorosilicone, and two fluorocarbon elastomers, used for sealing applications, was studied at -40°C and +49°C. Measurements were made to study initiation and propagation behavior, using Die-C and Die-B, respectively, per ASTM D624. The behavior of tear strength, engineering strain, and energy per unit volume was studied. Tear strength for propagation was always higher than or equal to (within measurement error) that for initiation. Butyl showed the highest tear strength as well as elongation at break; hence, it also had the highest tear energy. The effect of post-cure on butyl is studied. Butyl which had not been post-cured showed unusually high elongation; this translates to the highest tear energy. Temperature is shown to have a major effect on the tear behavior but the magnitude of this effect is significantly different for different elastomers. The two fluorocarbons studied showed markedly different relative behavior at -40°C as compared to +49°C due to the difference in their glass transition temperatures. All torn surfaces of the test specimens after tear showed smooth and uniform surfaces, consistent with steady shearing; this was also consistent with the absence of "chatter" in the force signal. However, the tear direction (perpendicular to or at an angle to the displacement direction) did not show any simple correlation with other tear properties. The difference in behavior between EPDM and butyl rubbers (both with saturated aliphatic hydrocarbon backbones and both with carbon black filler) is elucidated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aButyl. =650 \0$aEnergy. =650 \0$aRubber. =650 \0$aStrain. =650 \0$aHardness. =650 \0$aSilicone. =650 \0$aStrength. =650 \0$aDurometer. =650 \0$aElastomer. =650 \0$aFormulation. =650 \0$aFluorocarbon. =650 \0$aCompression set. =650 \0$aGlass transition. =650 \0$aEthylene propylene. =650 \0$aOrganofluorine compounds$xCongresses. =650 \0$aBiochemistry$xCongresses. =650 \0$aFluorocarbon Polymers. =650 14$aTear. =650 24$aASTM D624. =650 24$aStrength. =650 24$aEnergy. =650 24$aStrain. =650 24$aElastomer. =650 24$aRubber. =650 24$aSilicone. =650 24$aEthylene propylene. =650 24$aEPDM. =650 24$aFluorocarbon. =650 24$aButyl. =650 24$aGlass transition. =650 24$aFormulation. =650 24$aDurometer. =650 24$aHardness. =650 24$aCompression set. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130160.htm =LDR 03585nab a2200601 i 4500 =001 JTE20120354 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120354$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120354$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP1180.A35 =082 04$a668.4/232$223 =100 1\$aKwon, Young-Doo,$eauthor. =245 10$aRegression of the Recovery Rate of ACM Rubber Gasket for Long-Term Performances /$cYoung-Doo Kwon, Kwon-Taek Roh, Sung-Soo Kim, Jae-Hyeok Doh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aAn engine head cover gasket in automobile engines is constantly exposed to high temperature and pressure conditions. The life time of an engine head cover gasket is important due to the increasing demand for more reliable automobile parts. The main failure mechanism of rubber gaskets, which is the aging due to temperature, can be determined using standard test equipment. The highly accelerated life test (HALT) is generally used for predicting the life time of rubber materials for a long period. Polyacrylate (ACM) with chlorine cure sites has been generally used for engine head gaskets. In order to improve the life time of such gaskets, ACM with carboxyl cure sites has been developed recently. In this study, we applied a mathematical model to obtain the recovery function of a rubber gasket, and utilized the fortran program in order to obtain the optimized recovery function by using the successive zooming genetic algorithm (SZGA). Comparisons of the mean squared error (MSE) between the function data and the experimental data have been made. The life times of ACM with carboxyl cure sites rubber gaskets for different compression rates were obtained using the Arrhenius model. More accurate quantitative predictions considering the maximum compression rate would be realized. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRubber gasket. =650 \0$aArrhenius model. =650 \0$aCompression rate. =650 \0$aPolyacrylate (ACM) =650 \0$aMean squared error (MSE) =650 \0$aAbsorption. =650 \0$aHydrogel. =650 \0$aPolyacrylate. =650 14$aRubber gasket. =650 24$aHighly accelerated life test (HALT) =650 24$aPolyacrylate (ACM) =650 24$aCompression rate. =650 24$aSuccessive zooming genetic algorithm (SZGA) =650 24$aMean squared error (MSE) =650 24$aArrhenius model. =700 1\$aRoh, Kwon-Taek,$eauthor. =700 1\$aKim, Sung-Soo,$eauthor. =700 1\$aDoh, Jae-Hyeok,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120354.htm =LDR 03853nab a2200553 i 4500 =001 JTE20130157 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130157$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130157$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aHoward, Isaac L.,$eauthor. =245 10$aInvestigating the Consistency of Asphalt Density Measurement Methods Over a Wide Range of Air Voids /$cIsaac L. Howard, Jesse D. Doyle. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b37 =520 3\$aThe overall purpose of this paper is to identify the most reliable bulk mixture specific gravity (Gmb) measurement method for dense graded asphalt concrete that can be used for a wide range of air voids and specimen types. A secondary purpose is to identify ranges of conditions where less established Gmb measurement methods are suitable. A comprehensive literature review was performed to identify promising density test methods for further study. Findings from studies comparing AASHTO T166 (saturated surface dry method) and AASHTO T331 (Corelok method) were used to provide a succinct summary of the relative behaviors of the two methods at mix design, performance testing, and field construction air void levels. Density measurement was performed using four methods (AASHTO T166, T269, T331, and TP82) on dense graded mixture specimens. In total, approximately 2500 data points were used herein, with approximately 30 % of this total coming from literature review and 70 % coming from the authors of this paper. Review of literature along with the evidence presented in this paper indicates that T331 is the most reasonably accurate and versatile Gmb measurement method for a wide range of air voids all the way from mix design through performance testing to construction acceptance testing. T331 has also been recommended (or at least evaluated favorably) by several previous researchers over the last ten years. Based on the evidence presented in this paper, the provisional TP82 test method in its current form does not provide acceptable Gmb measurements relative to T166 or T331 over a wide range of air voids. The magnitude of the discrepancy begins to increase dramatically as air voids increase. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAir Voids. =650 \0$aBulk Density. =650 \0$aAsphalt Mixture. =650 \0$aFlexible Pavements. =650 \0$aBulk Specific Gravity. =650 \0$aPavements, Asphalt concrete$xMaterials$vHandbooks, manuals, etc. =650 \0$aWarm mix paving mixtures. =650 \0$aMix design. =650 14$aAsphalt Mixture. =650 24$aFlexible Pavements. =650 24$aBulk Density. =650 24$aBulk Specific Gravity. =650 24$aAir Voids. =700 1\$aDoyle, Jesse D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130157.htm =LDR 03646nab a2200589 i 4500 =001 JTE20130035 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130035$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130035$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aBan, Hoki,$eauthor. =245 10$aNanoindentation Test Integrated with Numerical Simulation to Characterize Mechanical Properties of Rock Materials /$cHoki Ban, Pravat Karki, Yong-Rak Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aIt is important to determine the mechanical properties of rock materials accurately from the viewpoint of the design, analysis, and modeling of various transportation infrastructure systems. Conventional methods have some drawbacks, including relatively inaccurate measurements, cumbersome testing-analysis processes, and high variability in measurements. A nanoindentation test integrated with a numerical modeling technique has been validated in other fields as an efficient and accurate tool for the characterization of the key mechanical properties of various irregularly shaped materials, such as the rock materials in this study. This paper presents an integrated experimental-numerical effort based on the nanoindentation measurement and finite-element modeling of a representative rock material, limestone. The experimental efforts, including specimen fabrication and laboratory tests, are presented, and the corresponding analyses of test results combined with the finite-element technique and linear interpolation to evaluate the property measurements are discussed. The elastic properties estimated from the nanoindentation test are similar to the simulation results, demonstrating the validity of the test method and modeling approach. The success of the proposed approach should facilitate the better design of mixtures and structures based on the more accurate characterization of the core material properties. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModeling. =650 \0$aAggregate. =650 \0$aRock material. =650 \0$aNanoindentation. =650 \0$aMaterial property. =650 \0$aFinite-element method. =650 \0$aStructural analysis (Engineering) =650 \0$aContinuum mechanics. =650 \0$aFinite element method. =650 14$aNanoindentation. =650 24$aMaterial property. =650 24$aRock material. =650 24$aAggregate. =650 24$aFinite-element method. =650 24$aModeling. =700 1\$aKarki, Pravat,$eauthor. =700 1\$aKim, Yong-Rak,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130035.htm =LDR 02654nab a2200529 i 4500 =001 JTE20130051 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130051$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130051$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519.2/4$223 =100 1\$aAslam, Muhammad,$eauthor. =245 10$aSkSP-V Sampling Plan for the Exponentiated Weibull Distribution /$cMuhammad Aslam, G. Srinivasa Rao, Nasrullah Khan, Chi-Hyuck June =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aThe purpose of this paper is to design an SkSP-V acceptance sampling plan for assuring percentiles based on a time-truncated life test as the reference plan when the lifetime of a product follows an exponentiated Weibull distribution. Using the non-linear optimization solution, the plan parameters are determined so as to satisfy the producer's and the consumer's risks. Tables are provided for practical use and an example is shown with a real case. Finally, the results are compared with the single sampling plan in terms of the average sample number to demonstrate the efficiency of the proposed plan. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRisks. =650 \0$aPercentile life. =650 \0$aAcceptance sampling. =650 \0$aProbabilities. =650 \0$aWeibull distribution. =650 14$aExponentiated Weibull distribution. =650 24$aAcceptance sampling. =650 24$aRisks. =650 24$aPercentile life. =700 1\$aRao, G. Srinivasa,$eauthor. =700 1\$aKhan, Nasrullah,$eauthor. =700 1\$aJun, Chi-Hyuck,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130051.htm =LDR 03058nab a2200529 i 4500 =001 JTE20120043 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120043$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120043$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1891 =082 04$a678.22$223 =100 1\$aKadlec, Martin,$eauthor. =245 13$aAn Experimental Investigation of Factors Considered for the Short Beam Shear Strength Evaluation of Carbon Fiber-reinforced Thermoplastic Laminates /$cMartin Kadlec, Lucie Nováková, Roman Ružek. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b40 =520 3\$aThe short beam shear method is the most common test used to determine interlaminar shear strength (ILSS). However, different test standards provide a range of values and make this method unreliable. Carbon fiber-reinforced thermoplastic laminates were used for experiments with the boundary conditions specified under International Organization for Standardization and ASTM test standards. Additional factors, such as the matrix type, thermoforming, and carbon weave orientation, were chosen to build an experimental design. The work also demonstrates the unique visualization of the shear strain during three-point bending as determined via photogrammetric measurements. The specimen failure modes are described in detail. This paper highlights and evaluates the possible influences of the material and test factors that should be considered when ILSS tests are performed on woven fabric reinforced thermoplastics under different test standards and conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamage. =650 \0$aStatistics. =650 \0$aAerospace vehicles. =650 \0$aShort beam shear test. =650 \0$aVulcanization. =650 14$aThermoplastic matrix composites. =650 24$aShort beam shear test. =650 24$aStatistics. =650 24$aDamage. =650 24$aAerospace vehicles. =700 1\$aNováková, Lucie,$eauthor. =700 1\$aRužek, Roman,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120043.htm =LDR 02914nab a2200469 i 4500 =001 JTE20140289 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140289$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140289$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA462 =082 04$a620.1/1223$223 =100 1\$aFrankel, Gerald S.,$eauthor. =245 10$aElectrochemical Techniques in Corrosion :$bStatus, Limitations, and Needs /$cGerald S. Frankel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (24 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b114 =520 3\$aThe corrosion of metals occurs primarily by electrochemical processes involving metal oxidation and simultaneous reduction of some other species. The fundamental understanding of these processes has allowed the development of a number of electrochemical techniques for the study of the corrosion phenomena and assessment of the corrosion rate. In fact, electrochemical techniques are so ingrained in the field that many practitioners think of corrosion rates first in terms of current density rather than thickness or mass loss per unit time. Standard approaches for electrochemical corrosion rate determination are commonly used in the field for on-line monitoring of systems and facilities. Electrochemistry also provides powerful tools for developing fundamental understanding of corrosion phenomena. However, there are some limitations to the abilities of current electrochemical techniques and some needs for the future. This paper describes the status of electrochemical techniques, their limitations, where non-electrochemical methods are required, and future needs in the field. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCorrosion. =650 \0$aElectrochemical tests. =650 \0$aAnticorrosion. =650 \0$aCorrosion and anti-corrosives. =650 \0$aMetals$vDefects. =650 14$aElectrochemical tests. =650 24$aCorrosion. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140289.htm =LDR 03371nab a2200529 i 4500 =001 JTE20120277 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120277$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120277$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.76.C65 =082 04$a005.4/53$223 =100 1\$aSteinwolf, Alexander,$eauthor. =245 10$aVibration Testing by Non-Gaussian Random Excitations with Specified Kurtosis. Part I :$bDiscussion and Methods /$cAlexander Steinwolf. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aNon-Gaussian random vibration testing with kurtosis control is considered in the paper as a way of increasing or decreasing the excitation crest factor. An increase of crest factor is required for more accurate simulation of ground vehicle vibrations and the opposite action of crest factor decrease is useful in other applications, such as modal testing. Implementing kurtosis as an additional test specification leads to closed-form solutions for the requirement of the excitation high peak behavior being controlled simultaneously with the traditional power spectral density (PSD) control. A method of subjecting Gaussian signals to polynomial transformation is simpler but has an inherent tendency of introducing frequency distortions jeopardizing the PSD simulation. There is no such difficulty with another approach of phase manipulation in the inverse fast Fourier transform since the power spectrum is not influenced by the phases. A universal phase selection procedure capable of modeling non-Gaussian random excitations with a high or low kurtosis has been developed. Because of the analytical solution advantage, the proposed phase method can be implemented in automatic shaker testing systems with closed-loop control. This paper is the first in a series of two publications. Part II will present numerical and experimental results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aKurtosis. =650 \0$aIFFT phases. =650 \0$aCrest factor. =650 \0$aShaker testing. =650 \0$aTransformation programme. =650 \0$aOptimisation programme. =650 \0$aAlgorithme polynomial. =650 14$aShaker testing. =650 24$aKurtosis. =650 24$aCrest factor. =650 24$aIFFT phases. =650 24$aPolynomial transformation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120277.htm =LDR 02810nab a2200577 i 4500 =001 JTE20130153 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130153$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130153$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR859.7.A78 =082 04$a610.28$223 =100 1\$aSenthilkumar, S.,$eauthor. =245 10$aImpact of Using a Novel Emotional Intelligent Controller for Induction Motor Speed Control /$cS. Senthilkumar, S. Vijayan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aThis paper presents the design and simulation of a high-performance brain emotional learning and fuzzy-based intelligent controller (BELFBIC) for three-phase induction motor V/f speed control. V/Hz control is simple and relatively easy to implement. It provides motor performance that is adequate for most applications. For the first time, this new design brain emotional learning and fuzzy-based intelligent controller is used for a space vector pulse width modulation inverter fed induction motor V/f speed control. A comparative analysis with a PID controller and a fuzzy controller is also carried out. The simulation is carried out by MATLAB/Simulink. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFuzzy control. =650 \0$aV/f speed control. =650 \0$aEmotional learning. =650 \0$aInduction motor (IM) =650 \0$aIntelligent controller. =650 \0$aExpert Systems. =650 \0$aFuzzy Logic. =650 \0$aInteligencia artificial. =650 14$aEmotional learning. =650 24$aInduction motor (IM) =650 24$aIntelligent controller. =650 24$aBELFBIC. =650 24$aPID. =650 24$aFuzzy control. =650 24$aV/f speed control. =700 1\$aVijayan, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130153.htm =LDR 03290nab a2200565 i 4500 =001 JTE20120254 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120254$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120254$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTR263.O4 =082 04$a771.3/3$223 =100 1\$aYang, Bao,$eauthor. =245 14$aThe Deformation Measurement and Analysis on Meso-Structure of Aluminum Foams During SHPB Test /$cBao Yang, Liqun Tang, Yiping Liu, Zejia Liu, Zhenyu Jiang, Daining Fang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThe split Hopkinson pressure bar (SHPB) is most widely used to measure the dynamic mechanical properties of materials. Such a testing methodology implies the assumption of uniform deformation during an impact test. However, the experimental verification of this assumption for aluminum foams has, as yet, been unreported. In this paper, a test system combining the SHPB with a high-speed digital camera was designed and constructed to study the problem. In the system, the synchronization between SHPB and the high-speed digital camera, the lighting, and the surface treatment of specimen are established. The deformation of meso-structure of aluminum foams during the SHPB impact was observed successfully; furthermore, the localized strains along the specimens were measured quantitatively. Experimental results show that the deformation is non-uniform; that means the assumption of uniform deformation for aluminum foam is not well satisfied. Therefore, a need exists for some modifications to characterize the dynamic mechanical properties of aluminum foams by SHPB. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAluminum foams. =650 \0$aMeso-deformation. =650 \0$aHigh speed digital camera. =650 \0$aOlympus camera. =650 \0$aPhotography$xDigital techniques$vHandbooks, manuals, etc. =650 \0$aDigital cameras. =650 14$aSHPB. =650 24$aHigh speed digital camera. =650 24$aAluminum foams. =650 24$aMeso-deformation. =700 1\$aTang, Liqun,$eauthor. =700 1\$aLiu, Yiping,$eauthor. =700 1\$aLiu, Zejia,$eauthor. =700 1\$aJiang, Zhenyu,$eauthor. =700 1\$aFang, Daining,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120254.htm =LDR 03721nab a2200553 i 4500 =001 JTE20120236 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120236$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120236$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL875 =082 04$a620.419$223 =100 1\$aJanaki Ramulu, Perumalla,$eauthor. =245 10$aInfluence of Shoulder Diameter, Plunge Depth, Welding Speed, Rotational Speed on the Tensile Behavior of Friction Stir Welded AA 6061-T6 Sheets /$cPerumalla Janaki Ramulu, R. Ganesh Narayanan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aIn the present work, the effect of a few important process parameters like shoulder diameter, plunge depth, welding speed, rotational speed on the tensile behavior, namely flow strength, elongation, and hardness are studied. The relation between the thickness gradient of friction stir welded (FSW) sheets developed during the forming and strain hardening exponent of weld zone and elongation improvement has been explored. Micro-hardness showed a decreasing trend, from the base material to the centre of the nugget zone, except near the transition zone. With increase in shoulder diameter and welding speed, hardness has increased. However, with increase in plunge depth and rotational speed, hardness has decreased. The plunge depth effect on hardness distribution is negligible. The FSW sheets showed a decreased flow stress and improved elongation when compared to base material. The overall elongation of FSW sheets and weld zone has improved with increase in plunge depth, shoulder diameter, and rotational speed in most of the cases, while welding speed has shown insignificant effect. The thickness gradient is found to be severe in un-welded blanks as compared to FSW blanks. With increase in shoulder diameter, plunge depth, and rotation speed, the thickness gradient is found to decrease, while welding speed showed negligible effect. With improvement in strain hardening exponent of FSW sheets and weld zone with respect to changing welding conditions, the thinning gradient has reduced improving the overall elongation of welded sheets in most of the cases. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHardness. =650 \0$aElongation. =650 \0$aTensile properties. =650 \0$aWelding conditions. =650 \0$aFriction stir welding. =650 \0$aSpace sciences. =650 \0$aSpace stations. =650 \0$aWelding. =650 14$aFriction stir welding. =650 24$aTensile properties. =650 24$aElongation. =650 24$aHardness. =650 24$aWelding conditions. =700 1\$aGanesh Narayanan, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120236.htm =LDR 02920nab a2200517 i 4500 =001 JTE20120312 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120312$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120312$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD2741 =082 04$a658.4$223 =100 1\$aLo, Keng-Hsin,$eauthor. =245 14$aThe Effects of Ownership Structure and Board Characteristics :$bEvidence From Chinese SOEs /$cKeng-Hsin Lo, Bao-Ren Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b57 =520 3\$aExisting studies have failed to reach the consistent conclusion about the differences in performance between state-owned enterprises (SOEs) and non-SOEs. A sample of Chinese-listed firms from the period 2003-2011 is used in this study for fixed-effects panel data regression, providing up-to-date evidence related to the accounting and market performance of Chinese SOEs. The results enhance our understanding of the Chinese corporate governance mechanism, and offer cross-sectional implications for other emerging countries. We find that, in China, non-SOEs perform significantly better than SOEs. In addition, the Chinese SOEs have more complex agency problems, and the entrenchment effect seems to dominate the alignment effect for these firms. The findings also suggest that board characteristics including independent directors and CEO duality, are detrimental to the performance of the Chinese SOEs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOwnership structure. =650 \0$aCorporate governance. =650 \0$aBoard characteristics. =650 \0$aDirectors of Corporations. =650 \0$aBusiness & Economics$xCorporate Governance. =650 14$aBoard characteristics. =650 24$aChina. =650 24$aCorporate governance. =650 24$aOwnership structure. =650 24$aSOEs. =700 1\$aLin, Bao-Ren,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120312.htm =LDR 03624nab a2200553 i 4500 =001 JTE20120278 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120278$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120278$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.76.C65 =082 04$a005.4/53$223 =100 1\$aSteinwolf, Alexander,$eauthor. =245 10$aVibration Testing by Non-Gaussian Random Excitations with Specified Kurtosis. Part II :$bNumerical and Experimental Results /$cAlexander Steinwolf. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThis paper is a follow-up to a preceding paper (Part I) in which two methods of non-Gaussian random vibration testing with adjustable kurtosis were introduced and motivation for kurtosis control as a way of increasing or decreasing the excitation crest factor was discussed. The current paper (Part II) adds numerical examples of automobile vibration simulation and experimental results for a kurtosis upgrade implemented in the same form of closed-loop control as in industrial shaker controllers. It was observed in experiments that the dynamic range of a kurtosis controller based on the polynomial transformation method was reduced and the handling of resonances worsened notably. These problems also arise with the sigma clipping technique of crest factor limiting. However, there are no such difficulties with the non-Gaussian method of phase manipulation in the inverse fast Fourier transform (IFFT). When using this method, the signal-to-noise ratio, the controller's dynamic range, and the stabilization time are as good as in standard Gaussian random testing. Evaluation of the performance of the proposed phase selection algorithm has shown that for increased kurtosis it ensures realistic variability of high peaks in terms of their amplitudes and positions, as well as the number of severe peaks per data block. Because of the analytical solution advantage, both methods, the polynomial transformation and the phase selection, meet time restrictions critical for the operation of shaker testing controllers. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aKurtosis. =650 \0$aIFFT phases. =650 \0$aCrest factor. =650 \0$aShaker testing. =650 \0$aSigma clipping. =650 \0$aTransformation programme. =650 \0$aOptimisation programme. =650 \0$aAlgorithme polynomial. =650 14$aShaker testing. =650 24$aKurtosis. =650 24$aCrest factor. =650 24$aIFFT phases. =650 24$aPolynomial transformation. =650 24$aSigma clipping. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120278.htm =LDR 02763nab a2200541 i 4500 =001 JTE20130001 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130001$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130001$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC386.2 =082 04$a616.8/047$223 =100 1\$aWu, Y.,$eauthor. =245 10$aExperimental Research of Thermal-Oxidative Aging on the Mechanics of Aero-NBR /$cY. Wu, D. Wang, W. Zhang, J. Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aIn order to analyze the rules of thermal-oxidative aging on the mechanics of Aero-NBR, a hot air accelerated aging test platform is designed and used to research the influence of thermal-oxidative aging on Aero-NBR's mechanical property. The experimental results show that the tensile strength of Aero-NBR increases with increasing aging time under a certain temperature, and the elongation at failure first increases and then decreases; under the effect of pressure load, the compression stress relaxation factor decreases with time: the higher the temperature, the faster the stress relaxes. Furthermore, the compression permanent deformation increases with time when the temperature is fixed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAging mechanism. =650 \0$aChange of properties. =650 \0$aThermal-oxidative aging. =650 \0$aFree radicals (Chemistry)$xMechanism of action. =650 \0$aFree Radicals. =650 \0$aAging. =650 14$aAero-NBR. =650 24$aThermal-oxidative aging. =650 24$aChange of properties. =650 24$aAging mechanism. =700 1\$aWang, D.,$eauthor. =700 1\$aZhang, W.,$eauthor. =700 1\$aZhang, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130001.htm =LDR 02707nab a2200505 i 4500 =001 JTE20130016 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130016$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130016$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126$223 =100 1\$aYoung, Lih-jier,$eauthor. =245 10$aRemaining Life Assessment of Low-Pressure Turbine Rotor Using Monte Carlo Simulation /$cLih-jier Young, Bo-Han Yeh, Phansia Rose Young. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThis paper presents the development of a fracture-mechanics-based probability analysis that can be used to estimate the remaining life of a low-pressure turbine with an unstable fracture in the rotor disk keyway. The analysis focuses on the stability of crack growth of a semi-elliptical flaw in the rotor disk keyway. The crack stability is judged on the basis of linear elastic fracture mechanics. Then the Monte Carlo technique is introduced to deal with several random variables. Based on the evaluation results, the probability of failure of observed crack indications can be determined. The inspection interval could be justified. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRandom number generator. =650 \0$aFracture mechanics. =650 \0$aFracture mechanics$xMathematical models. =650 14$aMonte Carlo simulation. =650 24$aProbabilistic fracture mechanics. =650 24$aRandom number generator. =650 24$aStress corrosion cracking. =650 24$aFracture appearance transition temperature. =700 1\$aYeh, Bo-Han,$eauthor. =700 1\$aYoung, Phansia Rose,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130016.htm =LDR 03298nab a2200565 i 4500 =001 JTE12250J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12250J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12250J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1/7765$223 =100 1\$aYoshida, N.,$eauthor. =245 10$aFormation of Shear Bands in Model Ground Composed of Aluminum Rods Beneath a Footing /$cN. Yoshida, T. Bettou, M. Wakita. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aIn this study, a series of bearing capacity tests were carried out on a model ground composed of aluminum rods in order to investigate the initiation and development of shear bands during loading. This paper describes the test apparatus, the methods of testing and data treatment, and some of the test results. Two types of model grounds were prepared depending upon whether the aluminum rods used were single-diameter or two different diameters. During the loading test, by utilizing both front and back of the test apparatus, detailed observations were made on the global deformation of the model ground, on the translational and rotational movements of selected aluminum rods, and on the change of void ratio. It is shown that, in the case of the single-diameter aluminum rods, the slip surface was observed and that dilatancy behavior was noted at the boundary. In the case of the aluminum rods with two different diameters, discontinuous shear bands defining a so-called plastic flow zone were observed, which were initiated at the bottom corners of the footing and extended diagonally downwards. The rotational behavior of the rods differed inside and outside the plastic flow zone, particularly near the boundaries. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFootings. =650 \0$aShear bands. =650 \0$aPlastic flow. =650 \0$aSlip surface. =650 \0$aShear failure. =650 \0$aFoundation structures. =650 \0$aShear (Mechanics) =650 14$aFootings. =650 24$aFoundation structures. =650 24$aPlastic flow. =650 24$aShear bands. =650 24$aShear failure. =650 24$aSlip surface. =700 1\$aBettou, T.,$eauthor. =700 1\$aWakita, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12250J.htm =LDR 02850nab a2200541 i 4500 =001 JTE12256J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12256J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12256J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aLi, W.,$eauthor. =245 10$aSensitivity Analysis of the Small Specimen Bulge Test by the Finite Element and the Taguchi Methods /$cW. Li, TK. Hellen, DJ. Brookfield, JE. Mottershead, M. Whelan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aSmall punch and bulge tests have been applied to determine material properties from small specimens in the power generation industry for a number of years. This paper applies the finite element (FE) and the Taguchi methods to carry out the sensitivity analysis of the small specimen bulge test to variations of seven parameters. The FE model takes into account elastic/plastic material properties, large strain, and contact behavior with friction. The sensitivity of the punch force to the variation of these parameters has been studied. The relationship between the maximum punch force and the punch displacement and the yield stress of the tested sample has been identified using the orthogonal polynomial regression technique. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBulge test. =650 \0$aTaguchi method. =650 \0$aSensitivity analysis. =650 \0$afinite element analysis. =650 \0$aStructural analysis (Engineering) =650 14$aBulge test. =650 24$aSensitivity analysis. =650 24$aFinite element analysis. =650 24$aTaguchi method. =700 1\$aHellen, TK.,$eauthor. =700 1\$aBrookfield, DJ.,$eauthor. =700 1\$aMottershead, JE.,$eauthor. =700 1\$aWhelan, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12256J.htm =LDR 02508nab a2200493 i 4500 =001 JTE12257J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12257J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12257J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aTurner, D.,$eauthor. =245 12$aA Finite Element Analysis of the Stress Intensity Resulting from Single-Edge Precracked Beam Loading Conditions /$cD. Turner, KA. Kibble. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThe single-edge precracked-beam (SEPB) fracture toughness method has been investigated using finite element methods to analyze the stress intensity (KI) resulting from variations in bridge span, punch length, and virtual crack length. A two-dimensional half-plane, semi-infinite model was used to approximate the stress intensity from a fit of the nodal displacements of a crack face under SEPB loading conditions. The finite element method models the crack in situ, using six-node triangular elements specified around a singular point that simulates the crack tip. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStress intensity. =650 \0$aBridge indentation. =650 \0$afinite element analysis. =650 \0$aStructural analysis (Engineering) =650 14$aFracture toughness testing. =650 24$aBridge indentation. =650 24$aSEPB. =650 24$aStress intensity. =700 1\$aKibble, KA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12257J.htm =LDR 02955nab a2200517 i 4500 =001 JTE12259J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12259J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12259J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aVangi, D.,$eauthor. =245 10$aUltrasonic Technique for Experimental Evaluation of Structural Integrity /$cD. Vangi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aAn approach for an entirely experimental evaluation of the structural integrity of components or structures is presented. The approach is based on measurement, through ultrasonic techniques, of the effects induced on the local stress field by the presence of flaws in a structure. Due to the phenomenon of acoustoelasticity, such effects produce a variation in ultrasonic wave propagation velocity. From measurement of the wave propagation time within the material it is possible to calculate directly the stress intensity factors KI and KII, even in the case of mixed mode. The typical measurement chains for classic ultrasonic inspection are utilized in this approach. It is suitable in particular for utilization in conjunction with automated ultrasonic inspection techniques, inserting high-frequency transducers in the array of probes, and utilizing suitable analysis software. The results of tests conducted on specimens with fatigue cracks in different load conditions are reported. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAcoustoelasticity. =650 \0$aMixed mode fracture. =650 \0$aUltrasonic velocity. =650 \0$aStructural integrity. =650 \0$aStress intensity factor. =650 \0$afracture mechanics. =650 14$aStructural integrity. =650 24$aAcoustoelasticity. =650 24$aStress intensity factor. =650 24$aUltrasonic velocity. =650 24$aMixed mode fracture. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12259J.htm =LDR 02499nab a2200529 i 4500 =001 JTE12260J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12260J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12260J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a620.1/127$223 =100 1\$aSevini, F.,$eauthor. =245 14$aThe AMES Network Strategy Developments in the 5th Euratom Framework Program /$cF. Sevini, L. Debarberis, K. Törrönen, LM. Davies. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThe AMES (Aging Materials Evaluation and Studies) Network started its activity in 1993 with the aim of studying the consequences and the mechanisms of the aging process in materials used for nuclear reactor components. Together with ENIQ, NESC, and EPERC, it forms the so-called "Structural Integrity of Industrial Components" cluster of networks operated by the Joint Research Centre-Institute for Advanced Materials of the European Commission. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModel alloys. =650 \0$aNondestructive testing. =650 \0$aIrradiation embrittlement. =650 \0$aQuality control. =650 \0$aEngineering inspection. =650 14$aAMES Network. =650 24$aIrradiation embrittlement. =650 24$aNondestructive testing. =650 24$aModel alloys. =700 1\$aDebarberis, L.,$eauthor. =700 1\$aTörrönen, K.,$eauthor. =700 1\$aDavies, LM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12260J.htm =LDR 02659nab a2200505 i 4500 =001 JTE12254J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12254J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12254J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH2301 =082 04$a691.1$223 =100 1\$aLi, Y.,$eauthor. =245 10$aEmpirical Models Depicting Grain Angle Effects on Load-Embedment Response of Dowel-Type Fasteners in Wood /$cY. Li, YH. Chui. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aPredicting the moment-rotation response of a multifastener timber joint requires the use of empirical models that describe adequately the influence of load-to-grain angle on embedment response of wood under a dowel fastener. This paper presents two models. The first model describes the relationship between load, embedment, and load-to-grain angle, and can be used for predicting moment-rotation response of a multifastener joint. The second model relates the ultimate embedment at failure to load-to-grain angle. This second model is intended for predicting failure of timber joints. Comparison with test data confirms the suitability of these models to describe the influence of load-to-grain angle on embedment response of wood. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEmpirical model. =650 \0$aWood grain angle. =650 \0$aEmbedment property. =650 \0$aBuilding, Wooden. =650 \0$aTimber joints. =650 14$aEmbedment property. =650 24$aWood grain angle. =650 24$aTimber joints. =650 24$aEmpirical model. =700 1\$aChui, YH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12254J.htm =LDR 02971nab a2200517 i 4500 =001 JTE12251J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12251J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12251J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aDonne, CD.,$eauthor. =245 10$aJ-Integral Evaluation of Single-Edge Notched Specimens under Mixed-Mode I/II Loading /$cCD. Donne, A. Pirondi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aStandard test methods of mixed-mode fracture toughness still do not exist, even though a decrease of fracture toughness with increasing Mode II (shear components) has been observed for a number of steels. A J-estimation scheme for mixed-mode loaded single-edge notched specimens is therefore developed in this paper. In accordance with the ASTM Standard E 1820-99, the evaluation of the plastic part of J is based on the measurement of the dissipated plastic energy weighted by a ?pl-factor. Two different approaches for the ?pl-factor are derived. Factors from both showed good correlation with finite element calculations for the specific case of a compact-tension-shear specimen (C(TS)), Finally, a simple clip gage setup for the measurement of the crack-opening displacements needed for the evaluation of the dissipated plastic energy is presented. The problem of the qualification of the mixed-mode crack initiation data is not specifically addressed, but some general comments on this topic are given at the end of the paper. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-integral. =650 \0$aMixed mode. =650 \0$aDuctile fracture. =650 \0$afracture mechanics. =650 14$aDuctile fracture. =650 24$aMixed mode. =650 24$aC(TS) specimen. =650 24$aJ-integral. =650 24$a?-factor. =650 24$aCrack displacement measurement. =700 1\$aPirondi, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12251J.htm =LDR 02728nab a2200517 i 4500 =001 JTE12252J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12252J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12252J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS300 =082 04$a658/.96/9105$223 =100 1\$aTronskar, JP.,$eauthor. =245 10$aDirect Measurement of Displacement in Instrumented Charpy Impact Testing for Structural Integrity Assessment /$cJP. Tronskar, MA. Mannan, MO. Lai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aThe present research aims to develop a method for the direct measurement of load-line displacement during instrumented Charpy impact tests. The method involves direct measurement of the load-line displacement using a laser interferometer in addition to the load-line displacement derived from the load signal by double integration according to standard procedures. The ISO striker edge is instrumented with a piezoelectric sensor and the system is calibrated in situ in the impact tester as recommended by ISO 14556:2000 Steel Charpy V-notch Pendulum Impact Test-Instrumented Test Method, using a 0.5% accuracy reference load cell and a hydraulic jack system. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteel. =650 \0$aDynamic yield strength. =650 \0$aSteel$vPeriodicals. =650 \0$aIndustrial management$vPeriodicals. =650 14$aSteel. =650 24$aInstrumented impact testing. =650 24$aDirect measurement of load-line displacement. =650 24$aDynamic crack resistance curves. =650 24$aDynamic yield strength. =700 1\$aMannan, MA.,$eauthor. =700 1\$aLai, MO.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12252J.htm =LDR 03371nab a2200649 i 4500 =001 JTE12258J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12258J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12258J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH1715 =082 04$a621.4024$223 =100 1\$aZarr, RR.,$eauthor. =245 10$aCalibration of Thin Heat Flux Sensors for Building Applications Using ASTM C 1130 /$cRR. Zarr, V. Martinez-Fuentes, JJ. Filliben, BP. Dougherty. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aCalibration measurements of thin heat flux sensors for building applications are presented. The findings support the continued development of precision and bias statements for ASTM Practice C 1130. Measurements have been conducted using a 1016 mm diameter guarded hot plate apparatus (Test Method C 177) from 10°C to 50°C and for a heat flux range of ± 13 W/m2. The option of using a 610 mm heat flow meter apparatus (Test Method C 518) to calibrate the heat flux sensors is also explored. Experimental designs are presented to compare test methods, evaluate which parameters affect the sensor output, and determine the functional relationship between the sensor output and applied heat flux. The study investigates two sizes of sensors fabricated by one manufacturer. Sensor equivalency, grouped by size, is evaluated to determine whether a calibration based on a subset of sensors will suffice or if extensive individual calibrations are needed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCalibration. =650 \0$aRepeatability. =650 \0$aHeat flow meter. =650 \0$aHeat flux sensor. =650 \0$aGuarded hot plate. =650 \0$aThermal insulation. =650 \0$aBuilding technology. =650 \0$aThermal conductance. =650 \0$aInsulation (Heat) =650 \0$aBuildings$xThermal properties. =650 \0$aArchitecture and energy conservation. =650 14$aBuilding technology. =650 24$aCalibration. =650 24$aGuarded hot plate. =650 24$aHeat flow meter. =650 24$aHeat flux sensor. =650 24$aRepeatability. =650 24$aThermal conductance. =650 24$aThermal insulation. =700 1\$aMartinez-Fuentes, V.,$eauthor. =700 1\$aFilliben, JJ.,$eauthor. =700 1\$aDougherty, BP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12258J.htm =LDR 02827nab a2200541 i 4500 =001 JTE12253J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12253J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12253J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE389.625 =082 04$a552/.5$223 =100 1\$aSingh, DN.,$eauthor. =245 10$aFalling Head Hydraulic Conductivity Tests in a Geotechnical Centrifuge /$cDN. Singh, AK. Gupta. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aPermeability of geomaterials is the most important parameter involved in the assessment of advection of groundwater and contaminants in the subsurface and for the design of barriers to contain hazardous wastes. Evaluation of the permeability of soils by employing a geotechnical centrifuge, where centrifugal acceleration is used to simulate the prototype conditions, is an area of current research interest. This paper presents a working methodology that can be employed for measuring the hydraulic conductivity of compacted fine-grained soils in a geotechnical centrifuge. Two different hydraulic conductivity setups have been developed for silty sand and clays. The paper also studies the effect of sample length, the limiting acceleration levels, and the time of centrifugation on the hydraulic conductivity measurements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSilty sand. =650 \0$aMarine clay. =650 \0$aCentrifuge tests. =650 \0$aFalling-head tests. =650 \0$aHydraulic conductivity. =650 \0$aClay minerals. =650 \0$aFacies (Geology) =650 14$aHydraulic conductivity. =650 24$aCentrifuge tests. =650 24$aFalling-head tests. =650 24$aSilty sand. =650 24$aMarine clay. =700 1\$aGupta, AK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12253J.htm =LDR 02956nab a2200565 i 4500 =001 JTE12255J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12255J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12255J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a620.1/123$223 =100 1\$aGrendahl, S.,$eauthor. =245 14$aThe Effects of Residual Stress, Loading, and Crack Geometry on SEPB Fracture Toughness Test Results /$cS. Grendahl, R. Bert, K. Cho, I. Bar-On. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aUse of the single-edge precracked beam (SEPB) specimen with the "bridge indentation" method is one of the new ASTM standard test methods for the determination of fracture toughness of advanced ceramics. In support of this effort, the effects of several test parameters on the fracture toughness values were established. The effects of the residual stress due to the indent, the alignment in three- and four-point bending, and the crack front straightness on the fracture toughness values were determined using aluminum nitride specimens. The results show that indent loads should be kept below 100 N (10 kg), and the crack plane angle should be less than 5° in order to prevent artificially high fracture toughness values. Crack front straightness requirements can be less stringent than generally accepted. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack plane. =650 \0$aResidual stress. =650 \0$aAluminum nitride. =650 \0$aFracture toughness. =650 \0$aCrack front straightness. =650 \0$aresidual stresses. =650 \0$aMechanical prestressing. =650 14$aFracture toughness. =650 24$aResidual stress. =650 24$aAluminum nitride. =650 24$aCrack plane. =650 24$aCrack front straightness. =700 1\$aBert, R.,$eauthor. =700 1\$aCho, K.,$eauthor. =700 1\$aBar-On, I.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12255J.htm =LDR 03494nab a2200517 i 4500 =001 JTE102731 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102731$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102731$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA7 =082 04$a627/.82$223 =100 1\$aSevim, Bar?s,$eauthor. =245 10$aModal Parameter Identification of a Prototype Arch Dam Using Enhanced Frequency Domain Decomposition and Stochastic Subspace Identification Techniques /$cBar?s Sevim, Alemdar Bayraktar, Ahmet Can Altunisik, Süleyman Adanur, Mehmet Akköse. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aIn this study, dynamic characteristics of a prototype arch dam-reservoir-foundation model are determined by operational modal analysis method using frequency and time domain techniques. For this purpose, a prototype arch am-reservoir-foundation model is constructed in laboratory conditions. Ambient vibration tests were conducted to the arch dam to identify its natural frequencies, mode shapes, and damping ratios. Natural excitations such as small impact effects were used to vibrate the arch dam. Sensitivity accelerometers were used to collect signals from the measurements. Measurements were recorded for empty and full reservoirs. The signals collected from the tests were processed by operational modal analysis software, and the dynamic characteristics of the dam were estimated using enhanced frequency domain decomposition and stochastic subspace identification techniques. The dynamic characteristics obtained from both techniques are close to each other. It can be stated that the both enhanced frequency domain decomposition and stochastic subspace identification techniques are very useful to identify the modal parameter of the prototype arch dam. In addition, it is observed that there is 20-25 % difference between natural frequencies for empty and full reservoirs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDynamic characteristic. =650 \0$aMaterials$xDynamic testing. =650 \0$aArch dams. =650 14$aDynamic characteristic. =650 24$aEnhanced frequency domain decomposition. =650 24$aPrototype arch dam-reservoir-foundation model. =650 24$aStochastic subspace identification. =700 1\$aBayraktar, Alemdar,$eauthor. =700 1\$aAltunisik, Ahmet Can,$eauthor. =700 1\$aAdanur, Süleyman,$eauthor. =700 1\$aAkköse, Mehmet,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102731.htm =LDR 03156nab a2200493 i 4500 =001 JTE102774 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102774$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102774$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.78 =082 04$a620/.43$223 =100 1\$aSariisik, Ali,$eauthor. =245 10$aQuality Control of Turkish Calcareous Natural Stone Using the Merkont System /$cAli Sariisik, Gencay Sariisik. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b32 =520 3\$aIn this study, a new statistical derivation system named Merkont (Marble Control) was developed for the quality control of calcareous natural stone types used as industrial marble. A new classification was made via Merkont (Marble Control) system by taking into consideration the porosity values of 45 different natural stones collected from different parts of Turkey. Within the scope of this system, Analysis of Variance: Nested Sampling (Optional) method was used as the statistical system. Natural stones were classified into five different groups on the basis of porosity change. These natural stones were subjected to mineralogical-petrographical analyses for examining the relationship between this classification, porosity types, and checking the accuracy of porosity change limit values. In these analyses, porosity value of very small crystalline marbles was found to be low and the porosity value of the porous travertines was found to be significantly high. In addition, variance range and standard deviation values of each group were reflected in the quality control curve. It was concluded that as the variance range increased, in turn, the quality decreased in parallel with the increase in porosity values of the natural stones. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNatural stone. =650 \0$aStatistical derivation. =650 \0$aSurfaces$xAreas and volumes. =650 \0$aPorosity. =650 14$aNatural stone. =650 24$aPorosity. =650 24$aStatistical derivation. =650 24$aQuality assessment/control. =700 1\$aSariisik, Gencay,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102774.htm =LDR 03047nab a2200529 i 4500 =001 JTE102382 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102382$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102382$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA445 =082 04$a620.1/3723$223 =100 1\$aYu, Myoung-Youl,$eauthor. =245 14$aThe Application of Various Indicators for the Estimation of Carbonation and pH of Cement Based Materials /$cMyoung-Youl Yu, Jae-Yong Lee, Chul-Woo Chung. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aCarbonation decreases the pH of the concrete and breaks the passivity of reinforcing steel. Therefore, carbonation is related to potential rebar corrosion even though carbonation itself does not directly damage the integrity of the concrete. The phenolphthalein method, which is the most often used method of determining carbonation, however, has a reliability problem. Therefore, this research mainly focuses on the use of various indicators to find the possible substitutes for phenolphthalein. The early carbonation and pH of the carbonated specimen was also investigated using various indicators. It was found from the results that thymolphthalein was the best substitute for phenolphthalein, and a combination of phenolphthalein and thymolphthalein, tropaeolin O, and indigo carmine enabled us to estimate the early carbonation. This research also reported the successful application of various indicators which can be extended for the pH estimation of solid mortar specimen. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIndicator. =650 \0$aCarbonation. =650 \0$aPH measurement. =650 \0$aPhenolphthalein. =650 \0$aReinforced concrete$xCorrosion. =650 \0$aReinforced concrete construction$xDeterioration. =650 14$aCarbonation. =650 24$aPhenolphthalein. =650 24$aIndicator. =650 24$aPH measurement. =700 1\$aLee, Jae-Yong,$eauthor. =700 1\$aChung, Chul-Woo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102382.htm =LDR 03190nab a2200529 i 4500 =001 JTE102196 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102196$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102196$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aGhaffarpour Jahromi, Saeed,$eauthor. =245 10$aMechanical Behavior of Nanoclay Modified Asphalt Mixtures /$cSaeed Ghaffarpour Jahromi, Behrooz Andalibizade, Ali Khodaii. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aPolymeric nanocomposites are among the most exciting and promising classes of materials discovered recently. A number of physical properties are successfully enhanced when a polymer is modified with small amount of nanoclay on condition that the clay is dispersed at nanoscopic level. In this research, comparative rheological tests on binders and mechanical tests on asphalt mixtures containing unmodified and nanoclay modified bitumen, were carried out. Two types of nanoclay were used: Nanofill-15 and Cloisite-15A. Rheological tests on binder were penetration, softening point, ductility, and aging effect. Mechanical tests on asphalt mixture were Marshall stability, indirect tensile strength, resilient modulus, diametric fatigue, and dynamic creep tests. Test results show that nanoclay can improve properties such as stability, resilient modulus, and indirect tensile strength and result in superior performance compared to that of unmodified bitumen under dynamic creep. Nanoclays do not seem to have beneficial effect on fatigue behavior in low temperature. Optimum binder content and void in total mixture increase by adding nanoclay to bitumen. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNanoclay. =650 \0$aAsphalt mixture. =650 \0$aModified bitumen. =650 \0$aEngineering properties. =650 \0$aMinerals. =650 \0$aAggregates (Building materials) =650 14$aAsphalt mixture. =650 24$aModified bitumen. =650 24$aNanoclay. =650 24$aEngineering properties. =700 1\$aAndalibizade, Behrooz,$eauthor. =700 1\$aKhodaii, Ali,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102196.htm =LDR 03006nab a2200601 i 4500 =001 JTE102763 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102763$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102763$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP156.P6 =082 04$a547.84$223 =100 1\$aDiego, S.,$eauthor. =245 10$aExperimental Validation of an Adjustable Railway Fastening for Slab Track /$cS. Diego, J. A. Casado, I. Carrascal, J. A. Polanco, F. Gutiérrez-Solana. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aA railway infrastructure capable of supporting a high frequency of light and heavy traffic, sometimes at high speed, requires the implementation of a high quality track. A correct definition of all track components leads to a high degree of safety and comfort for travelers as well as reduced operating costs. One factor that determines the elastic behaviour of the track is the rail fastening system. In this paper, the mechanical, electrical, and environmental sustainability characterization tests based on European standards UNE-EN have been carried out, verifying that the TK04 fastening system with a lateral adjustment of ±1 cm, manufactured by ThyssenKrupp Gleistechnik GmbH, satisfies the conditions and requirements of European standards UNE-EN for installation on slab track systems for light rail. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aFastening. =650 \0$aStiffness. =650 \0$aClamping force. =650 \0$aLongitudinal restraint. =650 \0$aNylon. =650 \0$aPolymers. =650 \0$aPolyamide. =650 14$aFastening. =650 24$aPolyamide. =650 24$aClamping force. =650 24$aStiffness. =650 24$aLongitudinal restraint. =650 24$aFatigue. =700 1\$aCasado, J. A.,$eauthor. =700 1\$aCarrascal, I.,$eauthor. =700 1\$aPolanco, J. A.,$eauthor. =700 1\$aGutiérrez-Solana, F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102763.htm =LDR 03136nab a2200565 i 4500 =001 JTE102778 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102778$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102778$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1892 =082 04$a678/.3$223 =100 1\$aZhang, L.,$eauthor. =245 12$aA Novel Measurement System for Dry Rubber Content in Concentrated Latex Based on Y-Type Optical Fiber /$cL. Zhang, Z. M. Zhao, X. D. Jin, L. Liu, G. Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aA new-style measurement system for dry rubber content in concentrated latex based on Y-type optical fiber is explained in this paper. The hardware of this system consists of light source, Y-type optical fiber, photodetector, and preamplifier, second-level amplifier for reducing temperature shift, analog-to-digital converter, and processor. The standard model of measurement system will be loaded into the processor used for data acquisition, processing, and output. The sensitivity of the system is enhanced through optimizing the signal source and detector; the incubator and reference signal designed here are used to eliminate the influence of the external factors, especially the temperature; the stability of the system can be improved by adopting efficient signal processing arithmetic. The experimental results show that this system cannot only measure the dry rubber content in concentrated latex rapidly and in real-time but also achieve the objective of anti-counterfeiting detection. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aData fitting. =650 \0$aDry rubber content. =650 \0$aMeasurement system. =650 \0$aY-type optical fiber. =650 \0$aPolymers$xAnalysis. =650 \0$aRubber. =650 \0$aRubber$xAnalysis. =650 14$aMeasurement system. =650 24$aDry rubber content. =650 24$aY-type optical fiber. =650 24$aData fitting. =700 1\$aZhao, Z. M.,$eauthor. =700 1\$aJin, X. D.,$eauthor. =700 1\$aLiu, L.,$eauthor. =700 1\$aChen, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102778.htm =LDR 03781nab a2200541 i 4500 =001 JTE102418 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102418$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102418$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aPunith, V. S.,$eauthor. =245 10$aEvaluation of Reclaimed Polyethylene-Modified Asphalt Pavements /$cV. S. Punith, A. Veeraragavan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aEvery year several million tons of low-density polyethylene (PE) carry bags are produced as waste in India. PE is not readily biodegradable and will persist in the environment in a more or less unchanged state for a considerable period of time. Also environmental problems are created due to dumping and also due to limited alternatives for recycling. Utilization of reclaimed PE is of great significance to developed/developing countries particularly for reduction in environmental pollution created due to dumping of PE bags. Since highways require huge amounts of construction materials, incorporation of only a small portion of recycled material will dispose of large quantity of PE bags. In the year 2002, conventional hot mix asphalt (HMA) (control) and PE-modified HMA (PEHMA) test sections were constructed along Outer Ring Road connecting National Highway-4 and Bangalore City. The performances of the control HMA and the PEHMA mixtures were evaluated periodically over a period of 5 years. The control HMA and PEHMA were subjected to a laboratory testing program that included tests to evaluate creep, indirect tensile strength, tensile strength ratio, resilient modulus (MR), gyratory properties, voids in total mixture, and bulk densities. Test results indicated that the PEHMA mixtures had lower moisture susceptibility, higher tensile strength, and resilient modulus. The gyratory properties and creep tests indicate that the PEHMA mixtures are more resistant to rutting. In-place performance was evaluated by pavement deflection and unevenness measurement for 5 years of the pavement's life. Field performance results indicated that wheel path cracking was observed on the control section and no cracks were observed on the PEHMA test section. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt. =650 \0$aRutting. =650 \0$aPolyethylene. =650 \0$aResilient modulus. =650 \0$aIndirect tensile strength. =650 \0$aavements, Asphalt$xAdditives. =650 \0$aPolymers$xMechanical properties. =650 14$aAsphalt. =650 24$aPolyethylene. =650 24$aResilient modulus. =650 24$aIndirect tensile strength. =650 24$aRutting. =700 1\$aVeeraragavan, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102418.htm =LDR 03151nab a2200529 i 4500 =001 JTE102126 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102126$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102126$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA462 =082 04$a620.1/1223$223 =100 1\$aChehab, Ghassan R.,$eauthor. =245 10$aEvaluation of Slip Resistant Plates for Roadway Applications /$cGhassan R. Chehab, Vishal Kale. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe presented study aims at evaluating the performance of slip resistant plates used in roadway construction to cover trenches, ditches, and potholes. Characteristics of the plate, including the surface friction, corrosion susceptibility, and resistance to abrasion are evaluated. Comparisons based on those attributes among various types of plates are conducted. The merit of the presented study mainly lies in the methodology and techniques adopted in evaluating the plates rather than ranking their performance. A customized corrosion tank built according to ASTM standards is used to apply salt fog spray on all the plates to induce corrosion. Surface friction is measured using the British Pendulum Tester for both uncorroded plates and corroded plates. To evaluate the abrasion resistance, the surfaces are subjected to wear and abrasion induced by repetitive wheel trafficking applied using the one third-scale Model Mobile Load Simulator. The drop in surface friction as a function of degree of corrosion and loading cycles is measured at regular intervals to evaluate the resistance to abrasion for each plate. Recommendations for improving the durability of the plates with welded deposits are suggested. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMMLS3. =650 \0$aAbrasion. =650 \0$aRoadway plates. =650 \0$aAccelerated testing. =650 \0$aMetals$xDefects. =650 \0$aCorrosion. =650 14$aRoadway plates. =650 24$aMMLS3. =650 24$aAccelerated testing. =650 24$aCorrosion. =650 24$aAbrasion. =700 1\$aKale, Vishal,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102126.htm =LDR 03060nab a2200577 i 4500 =001 JTE102024 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102024$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102024$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA278.2 =082 04$a519.5$223 =100 1\$aChen, Jianjun,$eauthor. =245 10$aMeasurement of Micro Region Creep Deformation in the Multi-Layer Coating with Digital Speckle Correlation System /$cJianjun Chen, Hongyu Zhang, Shantung Tu, Fuzhen Xuan, Zhengdong Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aA micro region measuring system has been developed to achieve the time-dependent deformation of multi-layer coating at high temperature. The proposed system uses a long-distance microscope and digital speckle correlation method to evaluate the full creep strain fields, which is especially suited for the long-term measurement of the nonuniform deformation. The creep tension tests are performed to obtain the creep strain distribution and evolution inside the thermal barrier coating specimen. According to the deformation measured from different micro regions, we obtained some fundamental knowledge about the time-dependent behavior of the failure mechanism in multi-layer coatings. The accuracy of the new measuring system and the corresponding error analyses are also discussed in this paper. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMicro region. =650 \0$aImage analysis. =650 \0$aDigital speckle. =650 \0$aCorrelation method. =650 \0$aCreep strain measurement. =650 \0$aImage processing$xDigital techniques. =650 \0$aSpatial analysis (Statistics) =650 14$aCreep strain measurement. =650 24$aMicro region. =650 24$aImage analysis. =650 24$aDigital speckle. =650 24$aCorrelation method. =700 1\$aZhang, Hongyu,$eauthor. =700 1\$aTu, Shantung,$eauthor. =700 1\$aXuan, Fuzhen,$eauthor. =700 1\$aWang, Zhengdong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102024.htm =LDR 03061nab a2200565 i 4500 =001 JTE102638 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102638$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102638$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE200 =082 04$a625.8/4$223 =100 1\$aChung, Chul-Woo,$eauthor. =245 10$aOn the Evaluation of Setting Time of Cement Paste Based on ASTM C403 Penetration Resistance Test /$cChul-Woo Chung, Maciej Mroczek, In-Young Park, Leslie J. Struble. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe standard setting test for setting of cement paste, ASTM C191, uses a very stiff dough with a low water content and does not give information about the gradual microstructural development over time due to hydration; but the standard test for concrete, ASTM C403, can be used on cement paste, is not limited to paste with low water content, and does give information about microstructural development. In this study, the C403 test procedure was modified to provide more reproducible data for cement paste, with the most important modification being to not remove bleed water. Since the purpose of ASTM C403 is to measure time of setting of mortar extracted from concrete, the values of penetration resistance in paste that correspond to initial and final set in concrete were determined: These values were 2 MPa for initial set and 14 MPa for final set. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSetting. =650 \0$aCement paste. =650 \0$aPenetration resistance. =650 \0$aPortland cement$xAdditives$xTesting. =650 \0$aWaste products as road materials. =650 \0$aCold weather construction. =650 \0$aCracking. =650 \0$aPortland cement concrete. =650 \0$aSetting (Concrete) =650 14$aPenetration resistance. =650 24$aSetting. =650 24$aCement paste. =700 1\$aMroczek, Maciej,$eauthor. =700 1\$aPark, In-Young,$eauthor. =700 1\$aStruble, Leslie J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102638.htm =LDR 02437nab a2200505 i 4500 =001 JTE102139 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102139$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102139$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN775 =082 04$a669.0282$223 =100 1\$aMarsh, Charles P.,$eauthor. =245 10$aExperimental Determination of Galvanic Anode Current Output for Common Geometries Used in Civil Works Applications /$cCharles P. Marsh, James B. Bushman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThe current output from various common galvanic (sacrificial) anode geometries used in immersion service was experimentally determined. The results showed a specific functional dependence on exposed surface area and a scalable inverse relationship to the resistivity of the surrounding electrolyte medium. The use of this information as applied to cathodic protection design is also presented using three of the most readily available freshwater sacrificial anode metal alloys. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCivil works. =650 \0$aCurrent output. =650 \0$aGalvanic anodes. =650 \0$aAnodes. =650 \0$aElectrolysis. =650 14$aGalvanic anodes. =650 24$aCurrent output. =650 24$aCathodic protection design. =650 24$aCivil works. =700 1\$aBushman, James B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102139.htm =LDR 02858nab a2200529 i 4500 =001 JTE102759 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102759$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102759$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR853.S7 =082 04$a610/.7/27$223 =100 1\$aLee, Li-Tze,$eauthor. =245 10$aAnalysis of Financial Distress Prediction Models /$cLi-Tze Lee, Chiang Ku. Fan, Hsiang-Wen Hung, Yu-Chun Ling. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe purpose of this study is to evaluate financial and non-financial variables using the bankruptcy prediction model. Considering Taiwan companies listed between 2001 and 2005, the estimation sample comprises 140 firms (70 failing and 70 non-failing), and the validation sample comprises 52 firms (26 failing and 26 non-failing). In contrast to previous studies, this paper provides a corporate governance index as non-financial variables to predict financial distress along with financial index. Logistic regression is applied to examine these samples for 3 year data prior to business failure. In the estimation sample, the indexes combining both financial and corporate governance indexes gave the most accurate predictions. In the validation sample, the financial variables yielded the most accurate predictions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFinancial distress. =650 \0$aLogistic regression. =650 \0$aCorporate governance. =650 \0$aRegression analysis. =650 \0$aLogistic distribution. =650 \0$aBiometry$vmethods. =650 14$aFinancial distress. =650 24$aCorporate governance. =650 24$aLogistic regression. =700 1\$aFan, Chiang Ku.,$eauthor. =700 1\$aHung, Hsiang-Wen,$eauthor. =700 1\$aLing, Yu-Chun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102759.htm =LDR 03460nab a2200493 i 4500 =001 JTE102397 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102397$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102397$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA492.W4 =082 04$a671.5/2/0423$223 =100 1\$aSantos, M. J.,$eauthor. =245 10$aLamb Waves Technique Applied to the Characterization of Defects in Friction Stir Welding of Aluminum Plates :$bComparison with X-Ray and Ultrasonic C-Scan /$cM. J. Santos, J. B. Santos. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aFriction stir welding presents several advantages when compared with conventional arc welding processes, mainly in the welding of aluminum alloys. However, this welding technology leads to some degradation in the mechanical properties of welds, namely defect formation, which demands suitable nondestructive testing methods. The most common defects are mainly cold laps and voids, as a result of the large plastic deformation and hardening of the material as well as its complex flow behavior. In particular, the void appearance frequency may be correlated with the weld travel speed, though other welding parameters may contribute to the phenomenon. The purpose of this paper is to characterize such defects using conventional x-rays and ultrasonic C-scan, and a new method based on ultrasonic guided waves. The proposed new method presents as an attractive solution when large structures need to be inspected since propagation over long distances from a single probe position is possible with low attenuation. Additional characteristics such as straightforward inspection and testing fastness make the technique very cost effective. Test samples were fabricated using aluminum alloys of 3 mm in thickness, with different travel speeds and overlapping welds. This welding procedure gave rise to different defect sizes. Experimental results using both conventional and ultrasonic guided waves methods have confirmed the presence of the defects. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWeld defects. =650 \0$aFriction stir welding. =650 \0$aNondestructive testing. =650 \0$aWelded joints$xTesting. =650 \0$aWelded joints$xDefects$xMeasurement. =650 14$aFriction stir welding. =650 24$aNondestructive testing. =650 24$aWeld defects. =700 1\$aSantos, J. B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102397.htm =LDR 04057nab a2200565 i 4500 =001 JTE102591 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102591$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102591$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aUnderwood, B. Shane,$eauthor. =245 10$aUsing Limited Purchase Specification Tests to Perform Full Linear Viscoelastic Characterization of Asphalt Binder /$cB. Shane Underwood, Maryam Sadat Sakhaei Far, Y. Richard Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aThe linear viscoelastic dynamic modulus, |E*|, has become the primary material property of interest for asphalt concrete mixtures. The shift towards linear viscoelastic characterization of asphalt concrete is due in large part to national efforts to develop new fundamentally based pavement design tools and techniques. Within the pavement community, there is a substantial interest in using predictive models to estimate | E*| because key structural design decisions are based on its value. Moreover, for many projects, these critical decisions must be made even before the materials are selected. In response to the need for predictive capability, numerous equations have been developed, but most require knowing the asphalt binder shear modulus, |G*|. This property is currently measured as part of the purchase specification process, but it is not measured at enough temperatures and frequencies to be directly useful with these predictive models. Instead, agencies that want to use the predictive equations must complete additional testing that may require several days to complete and requires the purchase of more sophisticated equipment. It is the purpose of this paper to show ways that the specification data can be processed to provide nearly the same information as a more complete testing suite. This effort is possible because although the specification data are sparse, they still cover the range of conditions that need to be assessed. Additional surrogate models are needed to fully apply the proposed methodology, and the development and verification of these models are presented as well. The ability of the limited data calibration process to match characterization from more complete testing is demonstrated. Finally, it is shown that observed differences between the complete and limited calibration processes are reduced when applying two |E*| predictive models. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt. =650 \0$aSuperpave. =650 \0$aSpecification. =650 \0$aDynamic modulus. =650 \0$aLinear viscoelastic. =650 \0$aAsphalt concrete. =650 \0$aPavements, Asphalt concrete. =650 14$aAsphalt. =650 24$aLinear viscoelastic. =650 24$aSuperpave. =650 24$aSpecification. =650 24$aAsphalt concrete. =650 24$aDynamic modulus. =700 1\$aFar, Maryam Sadat Sakhaei,$eauthor. =700 1\$aKim, Y. Richard,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102591.htm =LDR 03662nab a2200529 i 4500 =001 JTE101836 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101836$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101836$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA278.2 =082 04$a519.5/36$223 =100 1\$aPapagiannakis, A. T.,$eauthor. =245 10$aHigh Speed Weigh-in-Motion Calibration Practices /$cA. T. Papagiannakis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThis paper provides a summary of the weigh-in-motion (WIM) calibration practices used by state highway and load enforcement agencies in the United States. The detailed statistical data presented were collected through a web-based survey questionnaire. It covers three common WIM calibration practices, namely utilizing multiple passes of test trucks, utilizing traffic stream vehicles of known static weight, and employing only WIM data quality control (QC) techniques. To put the actual practice in perspective, an overview is provided of the current WIM calibration standard (ASTM E1318-02) and the new provisional standard for quantifying pavement roughness at the approach to WIM systems (AASHTO MP 14-05). Most agencies use a combination of two or more of these methods for WIM system calibration. The majority of agencies uses WIM data QC on a routine basis and they resort to one of the other two calibration methods when WIM data quality deteriorates. Test truck calibration typically involves one or two Class 9 trucks running at several speeds. Few of these agencies, however, perform actual pavement roughness measurements on the approach to the WIM sites. Agencies that use traffic stream vehicles of known static weight for WIM calibration obtain static weights manually using permanent static scales. The method involves up to 100 trucks selected by class, speed or both class and speed. Agencies use a variety of traffic elements and formulas for computing calibration factors. Similarly, a variety of traffic data element errors are computed and various approaches are used for computing calibration factors. In the light of these findings, the paper provides a number of recommendations for improving current WIM calibration practices. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPractice. =650 \0$aTest truck. =650 \0$aQuality control. =650 \0$aWeigh-in-motion. =650 \0$aRegression analysis. =650 \0$aCalibration. =650 14$aWeigh-in-motion. =650 24$aWIM. =650 24$aCalibration. =650 24$aPractice. =650 24$aTest truck. =650 24$aQuality control. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101836.htm =LDR 03395nab a2200601 i 4500 =001 JTE12676J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12676J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12676J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA420 =082 04$a624.184$223 =100 1\$aVatovec, M.,$eauthor. =245 10$aTesting and Evaluation of Metal-Plate-Connected Wood Truss Joints /$cM. Vatovec, R. Gupta, T. Miller. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aFive different types of metal-plate-connected (MPC) wood joints from a scissors truss were tested to evaluate their behavior. All joints were tested in a unique testing apparatus where in-plane loads along with moments were applied to simulate loads carried by the truss members. Strength, stiffness, and failure modes for bottom chord splice joints at web (BSJ), heel joints (HJ), crown joints (CJ), bottom chord ridge joints (BRJ), and top chord splice joints at web (TSJ) were reported. The average strengths of the BSJ, HJ, CJ, BRJ, and TSJ were 51 200 N, 49 800 N, 33 000 N, 52 300 N, and 43 100 N, respectively. The average values of the rotational stiffness were 245 440 kNmm/rad, 249 600 kNmm/rad, 103 700 kNmm/rad, and 33 800 kNmm/rad for BSJ, HJ, BRJ, and TSJ, respectively. Average transitional stiffness values were 61.7 kN/mm for BSJ, 29.2 kN/mm for HJ, and 40.2 kN/mm for BRJ. The majority of bottom chord joints failed in plate tearing, whereas top chord joints generally failed in a web member withdrawal mode. The joint stiffness data were used in a preliminary finite element (FE) analysis of the same truss, and the analytical results compared well to actual full-scale truss test results. Stiffness and strength data will be used in a future FE study. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJoints. =650 \0$aSplice. =650 \0$aTrusses. =650 \0$aWood engineering. =650 \0$aMetal-plate-connectors. =650 \0$aTimber$xCreep. =650 \0$aWood$xCreep. =650 \0$aTimber joints$xFatigue. =650 \0$aEngineering. =650 \0$aBuilding, Wooden. =650 14$aWood engineering. =650 24$aTrusses. =650 24$aJoints. =650 24$aMetal-plate-connectors. =650 24$aSplice. =650 24$aHeel. =700 1\$aGupta, R.,$eauthor. =700 1\$aMiller, T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12676J.htm =LDR 02284nab a2200409 i 4500 =001 JTE12688J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12688J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12688J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.16$223 =100 1\$aRiga, AT.,$eauthor. =245 10$aIntroduction to Engineering Materials :$bBehavior, Properties, and Selection /$cAT. Riga, CG. Scott. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis text includes the best of many worlds: a quality introduction to materials engineering and selection, and up-to-date comparisons of material properties.The theme of this book is comparative properties.The 13 chapters and many case studies are rooted in clear and concise presentations of four major classes of materials, i.e., metals, ceramics, polymers, and composites, followed by information on electronic materials and environmental degradation of materials.The chapter on "Comparative Properties" highlights the differences among the various materials and the book is capped with an excellent chapter on "Material Selection.". =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMetals$xMechanical properties. =700 1\$aScott, CG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12688J.htm =LDR 02727nab a2200529 i 4500 =001 JTE12686J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12686J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12686J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS156 =082 04$a658.5/62$223 =100 1\$aFaccini, EC.,$eauthor. =245 10$aEmpirical Determination of the Manufacturing Processes Which Affect EFP Liner Performance /$cEC. Faccini, HA. Woodbury. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThis paper addresses a recent test series in which an L-8 Taguchi array was used to investigate the effect of various manufacturing factors on the formation of a high-performance aerostable flared explosively formed penetrator (EFP) and its subsequent effect on target. The purpose of the experiment was to develop a method of manufacturing liner blanks that would reduce variances in EFP performance. The factors investigated were: 1. Initial anneal of the material 2. Amount of work in the material prior to the initial anneal 3. Amount of material removed from the diameter of the material prior to forging 4. Forging temperature 5. Forging rate 6. Liner annealing temperature 7. Material lot number. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTaguchi. =650 \0$aEFP liner. =650 \0$aLiner performance. =650 \0$aManufacturing process. =650 \0$aQuality control$xStatistical methods. =650 \0$aTaguchi methods (Quality control) =650 \0$aExperimental design. =650 14$aEFP liner. =650 24$aTaguchi. =650 24$aManufacturing process. =650 24$aLiner performance. =700 1\$aWoodbury, HA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12686J.htm =LDR 02410nab a2200445 i 4500 =001 JTE12687J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12687J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12687J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC100 =082 04$a620.1/66$223 =100 1\$aHeberling, TG.,$eauthor. =245 10$aMinimum Thickness Requirements for Rockwell Hardness Testing /$cTG. Heberling, AR. Fee, EL. Tobolski. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA study was performed in an attempt to resolve the conflicting thickness requirements for Rockwell hardness testing specified in ASTM Standard Test Methods E 18-93 and in ISO Standard 6508. Commercial standardized hardness test blocks were machined to "steps" of various thicknesses using a wire EDM (electrical discharge machining) process. Rockwell hardness tests were performed on the original standardized surface of these "stepped" blocks in an attempt to determine the minimum thicknesses required for reliable Rockwell hardness testing. The extremes of test force and hardness were investigated for both the diamond brale and 1/16 in. (1.588 mm) ball indenters. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMetals$xTesting. =650 \0$aRockwell hardness. =650 \0$aThickness. =700 1\$aFee, AR.,$eauthor. =700 1\$aTobolski, EL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12687J.htm =LDR 02080nab a2200409 i 4500 =001 JTE12690J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12690J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12690J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA658.48 =082 04$a693/.852$223 =100 1\$aO'Conner, TF.,$eauthor. =245 10$aSimplified Building Design for Wind and Earthquake Forces /$cTF. O'Conner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIf you are not highly trained or experienced in engineering work, yet are interested in a practical and comprehensive treatment of the effects of lateral forces (wind and earthquake) on buildings, this book should prove beneficial. With this in mind, the authors have developed a basic text or self-study resource directed towards architects, builders, landscape architects, students, and others involved in the design and construction of buildings. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWind resistant design. =650 \0$aEarthquake resistant design. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12690J.htm =LDR 02888nab a2200589 i 4500 =001 JTE12682J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12682J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12682J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH2251.5 =082 04$a698$223 =100 1\$aSchutz, RW.,$eauthor. =245 10$aTi Roll-Clad Plate :$bMore Cost-Effective Plate Products for Utilizing Titanium and Zirconium Alloys in Chemical Processes /$cRW. Schutz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA new family of hot roll-bonded composite reactive metal plate products, known as Ti Roll-Clad Plate, was developed and offers significant cost savings over solid Ti Grade 7, Zr 702, Ni Cr-Mo, and Ni-Mo alloy plate for construction of chemical process equipment. Favorable economics with these plate products stem from more efficient reactive metal utilization, a simple plate manufacturing process, and applicability of conventional fabrication/welding methods. Numerous cladding metal and backer alloy combinations are possible for these plates, permitting optimization in alloy corrosion resistance and economics for process equipment used in the chemical, petrochemical, and pharmaceutic industry. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPlate. =650 \0$aZirconium. =650 \0$aRoll-bonded. =650 \0$aTitanium alloys. =650 \0$aCorrosion resistance. =650 \0$aMetal cladding$xDesign and construction. =650 \0$aCladding. =650 \0$aMetal cladding. =650 \0$aHeat resistant alloys$xProtection. =650 \0$aOxidation$xChemical resistance. =650 14$aPlate. =650 24$aTitanium alloys. =650 24$aZirconium. =650 24$aRoll-bonded. =650 24$aChemical process equipment. =650 24$aCladding. =650 24$aCorrosion resistance. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12682J.htm =LDR 03627nab a2200841 i 4500 =001 JTE12684J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12684J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12684J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.Z65 =082 04$a620.1/89352$223 =100 1\$aYau, T-L,$eauthor. =245 10$aPerformance of Zirconium and Zirconium Alloys in Organics /$cT-L Yau. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b46 =520 3\$aZirconium and its alloys are well known for their corrosion resistance in a broad range of inorganic and organic media. They have played a key role in advancing the production technologies of urea and formic, acetic, hydroxyacetic, lactic, and methacrylic acids, methyl methacrylate, rayon, alcohols, and phenolic resins, etc. Laboratory data and case histories are used to demonstrate the advantages of zirconium and its alloys. Compared to other engineering alloys, the use of zirconium and its alloys allows producers to make products of high quality by operating processes at higher temperatures/pressures for improved efficiency and yield. Unlike many metallic ions, zirconium produces colorless ions. Most transition metals produce ions of different colors depending on their valence state. An increasingly important advantage is that zirconium appears to be nontoxic and biocompatible. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRayon. =650 \0$aAlcohols. =650 \0$aOrganics. =650 \0$aCorrosion. =650 \0$aZirconium. =650 \0$aAcetic acid. =650 \0$aFormic acid. =650 \0$aLactic acid. =650 \0$aWater effect. =650 \0$aCopper effect. =650 \0$aStress effect. =650 \0$aOrganic halides. =650 \0$aOrganometallics. =650 \0$aPhenolic resins. =650 \0$aMethacrylic acid. =650 \0$aHydroxyacetic acid. =650 \0$aMethyl methacrylate. =650 \0$aZirconium alloys$xHydrogen content. =650 \0$aZirconium alloys$xFracture. =650 \0$aNuclear reactors$xMaterials. =650 14$aZirconium. =650 24$aOrganics. =650 24$aUrea. =650 24$aFormic acid. =650 24$aAcetic acid. =650 24$aHydroxyacetic acid. =650 24$aLactic acid. =650 24$aMethyl methacrylate. =650 24$aMethacrylic acid. =650 24$aRayon. =650 24$aAlcohols. =650 24$aPhenolic resins. =650 24$aCorrosion. =650 24$aOrganic halides. =650 24$aOrganometallics. =650 24$aWater effect. =650 24$aStress effect. =650 24$aCopper effect. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12684J.htm =LDR 02377nab a2200481 i 4500 =001 JTE12681J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12681J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12681J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.F54 =082 04$a620.1/93$223 =100 1\$aBanker, JG.,$eauthor. =245 10$aCommercial Applications of Zirconium Explosion Clad /$cJG. Banker. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aApplications of process equipment manufactured from zirconium clad are reviewed. Six specific applications are summarized. These include two extensively used chemical process heat exchanger applications, three pressure vessel applications, and a kiln application. Clad fabrication processes are discussed. Clad specifications and common inspections and tests are reviewed and production test data are summarized. The compiled data indicate that zirconium-clad equipment provides reliable performance in environments in which zirconium is commonly used. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aZirconium. =650 \0$aClad metal. =650 \0$aExplosion clad. =650 \0$aFluorspar$xIndustrial applications. =650 \0$aZirconium oxide$xIndustrial applications. =650 14$aZirconium. =650 24$aClad metal. =650 24$aExplosion clad. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12681J.htm =LDR 03352nab a2200673 i 4500 =001 JTE12683J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12683J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12683J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.T54 =082 04$a620.1/89322$223 =100 1\$aOgawa, A.,$eauthor. =245 10$aDevelopment and Applications of Titanium Alloy SP-700 with High Formability /$cA. Ogawa, M. Niikura, C. Ouchi, K. Minikawa, M. Yamada. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aA new ?-rich ? + ? titanium alloy, SP-700, was designed to improve hot workability and mechanical properties over Ti-6A1-4V alloy. The chemical composition of the alloy is Ti-4.5A1-3V-2Mo-2Fe, and particularly enhanced properties include superplasticity, hardenability, and fatigue strength. Owing to its extremely fine microstructure and low ?-transus temperature, SP-700 is superplastically formable at temperatures below 1073 K without significant increase in flow stress. More advantageously, diffusion bonding is also accomplished around this temperature. The low temperature SPF/DB process not only saves die material life and process costs, but also reduces alloy degradation from exposure at elevated temperatures, e.g., grain growth and oxidation. Isothermal and conventional hot forging are also performed better with SP-700 than ordinary titanium alloys like Ti6A1-4V. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSP-700. =650 \0$aHeat-treatment. =650 \0$aMicrostructure. =650 \0$aSporting goods. =650 \0$aTitanium alloy. =650 \0$aSuperplastic forming. =650 \0$aMechanical properties. =650 \0$aNonaerospace applications. =650 \0$aTitanium. =650 \0$aTitanium$xIndustrial applications. =650 \0$aTitanium alloys. =650 \0$aTitanium alloys$xIndustrial applications. =650 14$aTitanium alloy. =650 24$aSP-700. =650 24$aHeat-treatment. =650 24$aMicrostructure. =650 24$aMechanical properties. =650 24$aSuperplastic forming. =650 24$aNonaerospace applications. =650 24$aSporting goods. =700 1\$aNiikura, M.,$eauthor. =700 1\$aOuchi, C.,$eauthor. =700 1\$aMinikawa, K.,$eauthor. =700 1\$aYamada, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12683J.htm =LDR 03076nab a2200541 i 4500 =001 JTE12680J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12680J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12680J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC78.7.N83 =082 04$a616.07/54$223 =100 1\$aHo, JC.,$eauthor. =245 10$aTitanium Cerebral Aneurysm Clips :$bCharacterization and Performance in Magnetic Resonance Imaging and Computed Tomography /$cJC. Ho, CY. Wu, MJ. Carron, KP. Maughan, FJ. Schmidt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aCerebral aneurysm clips often cause artifacts and image distortion in magnetic resonance imaging (MRI) and computed tomography (CT). For MRI with rather strong magnetic fields B, which are near 2 tesla currently and may go higher, there are further concerns in terms of the interactions between the clips and the magnetic field. These interactions are materials dependent. Ferromagnetic materials have extremely high magnetic susceptibility ? and exhibit magnetic hysteresis. When they are placed in a magnetic field not parallel with the magnetization, a torque would be exerted on them to cause deflection. Paramagnetic materials exhibit low magnetic susceptibility, and develop an induced magnetization in direct proportion to the applied field. This magnetization is always in the direction of the applied field, hence no torque would be expected. However, magnetic force always prevails as F = m?B(dB/dz), where m is the clip mass and dB/dz is the field gradient. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImaging artifacts. =650 \0$aTitanium aneurysm clips. =650 \0$aMagnetic resonance imaging. =650 \0$aImage processing. =650 \0$aDiagnostic imaging. =650 14$aTitanium aneurysm clips. =650 24$aMRI. =650 24$aCT. =650 24$aImaging artifacts. =700 1\$aWu, CY.,$eauthor. =700 1\$aCarron, MJ.,$eauthor. =700 1\$aMaughan, KP.,$eauthor. =700 1\$aSchmidt, FJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12680J.htm =LDR 02700nab a2200493 i 4500 =001 JTE12677J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12677J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12677J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA347.F5 =082 04$a518/.25$223 =100 1\$aTarafder, S.,$eauthor. =245 10$aFracture Mechanics Expressions for the Standard Chord-Supported Arc Bend Specimen /$cS. Tarafder, M. Tarafder, VR. Ranganath. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThe linear-elastic deformation behavior of the standard chord-supported arc bend, A(B)-C, specimen has been modeled using the finite element method (FEM) in order to generate displacement and compliance data for wide ranges of geometric variables. Using these data, stress intensity factor (SIF) expressions, and crack mouth compliance (CMC) and compliance crack length (CCL) relations have been developed for the A(B)-C geometry. The accuracies of the developed fracture mechanics expressions have been determined with respect to the FEM data and were found to be within ±0.75% maximum. Against data and expressions available in the literature, the accuracies of the developed relations were evaluated and found to be satisfactory. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aArc bend specimen. =650 \0$aFinite element analysis. =650 \0$aFinite element method. =650 \0$aFracture mechanics$xMathematics. =650 14$aFracture mechanics expressions. =650 24$aArc bend specimen. =650 24$aFinite element analysis. =700 1\$aTarafder, M.,$eauthor. =700 1\$aRanganath, VR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12677J.htm =LDR 01762nab a2200433 i 4500 =001 JTE12679J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12679J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12679J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP245.T85 =082 04$a669/.7322$223 =100 1\$aGrauman, JS.,$eauthor. =245 10$aIntroduction to Journal Section on Industrial Applications of Titanium and Zirconium /$cJS. Grauman, RT. Webster. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTitanium$xMetallurgy. =650 \0$aTitanium$xProcessing. =650 \0$aTitanium$xIndustrial applications. =650 \0$aTitanium. =700 1\$aWebster, RT.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12679J.htm =LDR 02976nab a2200601 i 4500 =001 JTE12685J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12685J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12685J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD899.P46 =082 04$a628.4/2$223 =100 1\$aSchutz, RW.,$eauthor. =245 10$aExpanded Windows for Titanium Use in the Pulp/Paper Peroxide Bleach Plant /$cRW. Schutz, M. Xiao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aA corrosion database for Grade 2 titanium derived from laboratory weight-loss testing has been developed in uninhibited and inhibited alkaline 0.2-0.3 wt% H2O2 solutions at 65° to 85°C. Although titanium resistance to uninhibited hot alkaline peroxide solutions is very limited, useful resistance dramatically expands in solutions containing inhibitive species commonly existing in bleach plant processes. Effective inhibitors in descending order include Ca+2 ions, silicates, and Mg+2 salts. Addition of EDTA and DTPA chelants has no detrimental effect on Ca+2 ion inhibition unless chelant is added to excess. Based on this corrosion database, expanded application guidelines for acceptable use of Grade 2 titanium in solutions containing a maximum of 0.3 wt% H2O2 are derived at 65, 70, 80, and 85°C as a function of Ca+2 ion concentrations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aChelants. =650 \0$aTitanium. =650 \0$aBleaching. =650 \0$aCorrosion. =650 \0$aInhibitors. =650 \0$aPulp/paper. =650 \0$aAlkaline peroxide. =650 \0$aHydrogen peroxide. =650 \0$aTitanium dioxide industry$xWaste disposal. =650 14$aHydrogen peroxide. =650 24$aPulp/paper. =650 24$aAlkaline peroxide. =650 24$aBleaching. =650 24$aCorrosion. =650 24$aTitanium. =650 24$aInhibitors. =650 24$aChelants. =700 1\$aXiao, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12685J.htm =LDR 02886nab a2200589 i 4500 =001 JTE12678J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12678J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12678J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH1199 =082 04$a691.3$223 =100 1\$aVickers, T.,$eauthor. =245 10$aEvaluation of Test Methods and Environmental Conditions to Promote Efflorescence Formation Under Laboratory Conditions /$cT. Vickers, M. Moukwa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aSeveral test procedures that induce formation of efflorescence on the surface of porous block specimens were investigated. This paper describes the tests that were investigated and the environmental conditions under which these tests were performed. A wicking procedure, run at an elevated temperature and low relative humidity, rapidly produces efflorescence on the surface of test samples. The rate of efflorescence formation was fastest at an elevated temperature and lower relative humidity and slowest at a cool temperature and high relative humidity. The wicking test can be used to rapidly determine the effect of changing mix proportion and the effectiveness of sealers and anti-efflorescence additives on the efflorescence potential of porous masonry units. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBlock. =650 \0$aCement. =650 \0$aMasonry. =650 \0$aTemperature. =650 \0$aTest procedures. =650 \0$aEfflorescence. =650 \0$aMasonry$xMaintenance and repair. =650 \0$aRelative humidity. =650 14$aEfflorescence. =650 24$aTest procedures. =650 24$aTemperature. =650 24$aRelative humidity. =650 24$aRate. =650 24$aMasonry. =650 24$aBlock. =650 24$aCement. =700 1\$aMoukwa, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12678J.htm =LDR 02548nab a2200469 i 4500 =001 JTE12689J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12689J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12689J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC667 =082 04$a616.1$223 =100 1\$aRiga, AT.,$eauthor. =245 10$aSuccessful Management of the Analytical Laboratory /$cAT. Riga, CG. Scott. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis book successfully reviews the operation of an analytical laboratory based on the lab manager's responsibilities.Laboratory performance, cost-effectiveness, and professional status of lab personnel are a focus for the author.The experienced analytical manager will benefit from the twelve chapters and 17 case studies.The potential or new lab manager will also gain insight into pertinent areas discussed by the author, including "Functions of the Industrial Analytical Laboratory, Organization of the Laboratory," "Staffing the Laboratory," "Managing Lab Personnel," "Oral and Written Presentations," "Workload Management," "Quality Performance," "Budgeting the Cost Control," and "Information Management.". =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aChemistry Techniques, Analytical$xmethods. =650 \0$aClinical Laboratory Techniques$xmethods. =650 \0$aDisease Models, Animal. =650 \0$aMedicine & Public Health. =650 \0$aAngiology. =650 \0$aLaboratory Medicine. =700 1\$aScott, CG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12689J.htm =LDR 02499nab a2200613 i 4500 =001 JTE11107J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11107J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11107J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE205 =082 04$a625.7/028$223 =100 1\$aWang, Z.,$eauthor. =245 10$aInfluence of Frequency on the Actual Testing Load of Hydraulic Mechanical Testing Machines /$cZ. Wang, A. Radin, C. Laird. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe influence of frequency on the actual testing load of hydraulic mechanical testing machines is discussed. Different materials were tested on an MTS 810 machine at different frequencies. Based upon experimental results, a relationship between frequency, maximum load, and material stiffness was established. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aInstron. =650 \0$aActuator. =650 \0$aFrequency. =650 \0$aCyclic deformation. =650 \0$aServo-hydraulic system. =650 \0$aPavements$xTesting. =650 \0$aRoad materials$xTesting. =650 14$aFrequency. =650 24$aLoad. =650 24$aElastic modulus (Young's modulus) =650 24$aCyclic deformation. =650 24$aFatigue. =650 24$aServo-hydraulic system. =650 24$aActuator. =650 24$aMTS. =650 24$aInstron. =700 1\$aRadin, A.,$eauthor. =700 1\$aLaird, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11107J.htm =LDR 02439nab a2200577 i 4500 =001 JTE11111J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11111J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11111J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL589.2.A3 =082 04$a681/.2$223 =100 1\$aCook, SR.,$eauthor. =245 10$aMechanical Evaluation and Performance Improvement of the Rotating Jaw Conibear 120 Trap /$cSR. Cook, G. Proulx. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThe momentum and clamping force values of a standard Conibear 120 rotating jaw animal trap and various modifications were determined using accelerometers and a load cell. These values were then compared against each other and against previous biological studies to determine which have the potential to quickly kill select species of animals. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMomentum. =650 \0$aLoad cell. =650 \0$aKilling traps. =650 \0$aAccelerometers. =650 \0$aClamping force. =650 \0$aConibear 120 trap. =650 \0$aWaveform analyzer. =650 \0$aAccelerometers$xResearch. =650 14$aConibear 120 trap. =650 24$aKilling traps. =650 24$aMomentum. =650 24$aClamping force. =650 24$aWaveform analyzer. =650 24$aAccelerometers. =650 24$aLoad cell. =700 1\$aProulx, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11111J.htm =LDR 02943nab a2200577 i 4500 =001 JTE11108J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11108J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11108J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN23 =082 04$a550.5$223 =100 1\$aRamanathan, LV.,$eauthor. =245 10$aInfluence of Heat Treatment on Structure and Oxidation Behavior of Zr-2.5Nb /$cLV. Ramanathan, I. Costa, WA. Monteiro. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aThis paper presents the influence of different heat treatments on the microstructure and isothermal oxidation behavior of Zr-2.5Nb in oxygen. The quenched structure consisted of martensitic γ'. Upon tempering the quenched alloy at 500°C for up to 100 h, ?Nb precipitated in the matrix, at twin and γ' needle boundaries. At higher tempering temperatures and after longer periods, Nb-rich ?Zr also precipitated. Specimens slowly cooled from the ?-phase showed the least resistance to oxidation. The oxidation behavior also varied with the tempering time and temperature. The increased oxidation rate of specimens tempered at 500°C for 1000 h or at 600°C, as compared to those tempered at 500°C for shorter times, has been attributed to formation of Nb containing oxides on the coalesced Nb-rich precipitates and to cracking. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTempering. =650 \0$aPrecipitates. =650 \0$aHeat treatment. =650 \0$aMicrostructure. =650 \0$aIsothermal oxidation. =650 \0$aX-ray spectroscopy. =650 \0$aOxidation. =650 \0$aMetals$xHeattreatment. =650 14$aZr-2.5Nb. =650 24$aHeat treatment. =650 24$aTempering. =650 24$aMicrostructure. =650 24$aIsothermal oxidation. =650 24$aPrecipitates. =700 1\$aCosta, I.,$eauthor. =700 1\$aMonteiro, WA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11108J.htm =LDR 02472nab a2200541 i 4500 =001 JTE11105J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11105J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11105J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aU22.3 =082 04$a355/.001/9$223 =100 1\$aMiller, B.,$eauthor. =245 10$aDesigning Bearing Fatigue Life Tests for Improving the Use of Testing Resources /$cB. Miller, D. Hester. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b72 =520 3\$aA computer simulation study was conducted to investigate modifications of a current test plan for evaluating rolling contact fatigue life of experimental materials, so as to improve the use of testing resources and to produce more reliable data. The simulations revealed that a slight modification of the test plan, using available test rigs, could result in greater precision with fewer tests and a shorter average test duration. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCensoring. =650 \0$aSimulation. =650 \0$aWeibull analysis. =650 \0$aRolling contact fatigue. =650 \0$aPsychology, Military. =650 \0$aHuman behavior$xSimulationmethods. =650 \0$aDecision making. =650 14$aRolling contact fatigue. =650 24$aWeibull analysis. =650 24$aCensoring. =650 24$aSimulation. =650 24$aStandard error of estimation. =700 1\$aHester, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11105J.htm =LDR 02757nab a2200577 i 4500 =001 JTE11109J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11109J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11109J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD898.14.M35 =082 04$a621.48/38$223 =100 1\$aJohnston, RRM,$eauthor. =245 10$aCetane Number of Small Samples by Engine Throttling :$bReliability Comparison with Standard Cooperative Fuels Research Method /$cRRM Johnston, JW. van der Touw. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe manifold pressure below which a diesel engine starts to misfire is related to the cetane number of the fuel. The method of engine throttling to misfire has been used to determine cetane quality of much smaller quantities of diesel fuel than can be used with the standard ASTM D 613 method. A comparison of reliability has been made between the two methods using identical test samples. The fact that published repeatability limits for ASTM D 613-84 are much smaller than the reproducibility limits suggests that there can be considerable bias at some laboratories using the standard method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTests. =650 \0$aComparison. =650 \0$aDiesel fuel. =650 \0$aReliability. =650 \0$aCetane number. =650 \0$aEngine throttling. =650 \0$aAluminum$xIsotopes. =650 \0$aRadioactive waste disposal$xManagement. =650 \0$aSpent reactorfuels. =650 14$aCetane number. =650 24$aEngine throttling. =650 24$aDiesel fuel. =650 24$aTests. =650 24$aReliability. =650 24$aComparison. =700 1\$avan der Touw, JW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11109J.htm =LDR 02735nab a2200553 i 4500 =001 JTE11112J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11112J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11112J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7872.H3 =082 04$a681/.2$223 =100 1\$aGiovanola, JH.,$eauthor. =245 12$aA Note on Dynamic Displacement Measurements Using Hall Effect Sensors /$cJH. Giovanola, T. Kobayashi, RW. Klopp, T. Gaines, R. Arwood. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aWe describe a transducer suitable for dynamic displacement measurements. The transducer uses a commercially available Hall effect sensor and a permanent magnet. Displacements are obtained by measuring the variation in magnetic field strength along the permanent magnet with the Hall effect sensor. To illustrate the capabilities of the transducer, we discuss three application examples. The first example demonstrates the good performance of the transducer under impact loading conditions and for velocities of up to 10 m/s. The other two examples illustrate the usefulness of the transducer for dynamic fracture experiments. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDynamic fracture. =650 \0$aHall effect sensor. =650 \0$aDynamic displacement. =650 \0$aHall effect. =650 \0$aMagnetic devices. =650 \0$aDetectors. =650 14$aDynamic displacement. =650 24$aHall effect sensor. =650 24$aDynamic fracture. =650 24$aCrack opening displacement. =700 1\$aKobayashi, T.,$eauthor. =700 1\$aKlopp, RW.,$eauthor. =700 1\$aGaines, T.,$eauthor. =700 1\$aArwood, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11112J.htm =LDR 02434nab a2200565 i 4500 =001 JTE11110J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11110J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11110J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL589.2.A3 =082 04$a681.2$223 =100 1\$aCook, SR.,$eauthor. =245 10$aUse of a Digital Waveform Analyzer, Accelerometers, and a Load Cell to Measure Momentum and Clamping Forces of Killing Traps for Furbearers /$cSR. Cook, G. Proulx. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThis paper describes a procedure that can be used to mechanically evaluate the momentum and clamping forces of a killingtype animal trap. The instrumentation, set-up procedures, and software packages used to analyze the data are described. Some typical results of the firing of a trap and the graph generated by the software are shown. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMomentum. =650 \0$aLoad cell. =650 \0$aKilling traps. =650 \0$aAccelerometers. =650 \0$aClamping force. =650 \0$aWaveform analyzer. =650 \0$aPiezoelectricity. =650 \0$aElectronics. =650 14$aKilling traps. =650 24$aMomentum. =650 24$aClamping force. =650 24$aWaveform analyzer. =650 24$aAccelerometers. =650 24$aLoad cell. =700 1\$aProulx, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11110J.htm =LDR 02746nab a2200577 i 4500 =001 JTE11106J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11106J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11106J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRB150.F37 =082 04$a616/.0478$223 =100 1\$aMor, A.,$eauthor. =245 10$aFatigue of Submerged Concrete under Low-Cycle, High-Magnitude Loads /$cA. Mor, WT. Hester, BC. Gerwick. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aA procedure for testing submerged, reinforced concrete beams subjected to reversible fatigue loading is presented. The procedure focused on the use of simplified systems for reversible loading and effective submersion of the concrete. These systems helped to reduce substantially the cost associated with fatigue testing of reinforced concrete beams. Degradation of the beam was measured continuously by analyzing deflection without halting the cyclic loading. Extensive tests on accompanying specimens and post-failure tests were performed. The program also utilized a computerized, highly automatic system for test control, data acquisition, and analysis of data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aTesting. =650 \0$aConcrete. =650 \0$aData acquisition. =650 \0$aSubmerged concrete. =650 \0$aReinforced concrete. =650 \0$aChronicfatiguesyndrome. =650 14$aBond. =650 24$aConcrete. =650 24$aData acquisition. =650 24$aFatigue. =650 24$aReinforced concrete. =650 24$aSubmerged concrete. =650 24$aTesting. =700 1\$aHester, WT.,$eauthor. =700 1\$aGerwick, BC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11106J.htm =LDR 02559nab a2200493 i 4500 =001 JTE101202 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101202$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101202$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS195 =082 04$a688.8$223 =100 1\$aDaum, Matthew,$eauthor. =245 10$aSimplified Presentation of the Stress-Energy Method for General Commercial Use /$cMatthew Daum. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aTo help the dynamic stress versus energy method for constructing cushion curves gain more commercial acceptance, this paper presents two improvements to previous work. First is the reporting of stress-energy equations (A and B values) for several more commercially available cushion materials. Second is a simplified method for manipulating and displaying the stress-energy equation using a common spreadsheet program. This simplified method makes cushion curves dynamic and accessible without the need for a programming language, and presents the results in industry-standard format. Combining these two components help make the stress-energy method more accessible for packaging engineers working in industry. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSpreadsheet. =650 \0$aStress-energy. =650 \0$aCushion curves. =650 \0$aPackaging engineer. =650 \0$aPackaging. =650 14$aStress-energy. =650 24$aCushion curves. =650 24$aSpreadsheet. =650 24$aPackaging engineer. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101202.htm =LDR 02662nab a2200529 i 4500 =001 JTE100587 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100587$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100587$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC431 =082 04$a541.3/451$223 =100 1\$aJiangong, Yu.,$eauthor. =245 10$aDetermination of Material Properties of Functionally Graded Plate Using the Dispersion of Guided Waves and an Artificial Neural Network /$cYu. Jiangong, Wu. Bin, He. Cunfu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aUsing guided wave dispersion characteristics, an inverse method based on artificial neural network (ANN) is presented to determine the material properties of functionally graded materials (FGM) plates. The group velocities of several lowest modes at several lower frequencies are used as the inputs of the ANN model; the outputs of the ANN are the distribution function of the volume fraction of the FGM plate. The Legendre polynomials method is used to calculate the dispersion curves for the FGM plate. Levenberg-Marquardt algorithm is used as numerical optimization to speed up the training process of the ANN model. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGuided waves. =650 \0$aNeural network. =650 \0$aMaterial properties. =650 \0$aDispersion. =650 \0$aOptics. =650 14$aMaterial properties. =650 24$aFunctionally graded materials. =650 24$aGuided waves. =650 24$aNeural network. =650 24$aDispersion. =700 1\$aBin, Wu.,$eauthor. =700 1\$aCunfu, He.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100587.htm =LDR 03385nab a2200625 i 4500 =001 JTE100823 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100823$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100823$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC20.7.F56 =082 04$a518.25$223 =100 1\$aWereszczak, A. A.,$eauthor. =245 10$aStrength of a Ceramic Sectored Flexural Test Specimen /$cA. A. Wereszczak, S. F. Duffy, E. H. Baker, J. J. Swab, G. J. Champoux. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aA new test specimen, defined here as the "sectored flexural strength test specimen," was developed to measure the strength of ceramic tubes specifically for circumstances when flaws located at the tube's outer diameter are the strength-limiter when subjected to axial tension. The understanding of such strength-limitation is relevant when ceramic tubes are subjected to bending or when the internal temperature is hotter than the tube's exterior (e.g., heat exchangers). The test specimen is both economically and statistically attractive because eight test specimens (eight in the case of this project-but the user is not necessarily limited to eight) were extracted out of each length of tube. An analytic expression for maximum (or failure) stress, and relationships portraying effective area and effective volume as a function of Weibull modulus were developed. Lastly, it was shown through the testing of two ceramics that the sectored flexural specimen was very effective; it produced failures caused by strength-limiting flaws located on the tube's original outer diameter. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCeramics. =650 \0$aStrength. =650 \0$aFractography. =650 \0$aEffective area. =650 \0$aEffective volume. =650 \0$aWeibull distribution. =650 \0$aFinite-element analysis. =650 \0$aFinite element method. =650 14$aCeramics. =650 24$aStrength. =650 24$aSectored flexural specimen. =650 24$aEffective area. =650 24$aEffective volume. =650 24$aFinite-element analysis. =650 24$aWeibull distribution. =650 24$aFractography. =700 1\$aDuffy, S. F.,$eauthor. =700 1\$aBaker, E. H.,$eauthor. =700 1\$aSwab, J. J.,$eauthor. =700 1\$aChampoux, G. J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100823.htm =LDR 02897nab a2200505 i 4500 =001 JTE101172 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101172$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101172$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK6478 =082 04$a621.382/84$223 =100 1\$aSeung Cho, Dae,$eauthor. =245 10$aField Evaluation of Tire-Road Noise Using a New Close Proximity Method /$cDae Seung Cho, Youngguk Seo, Tae Muk Choi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aA new close proximity (NCPX) method has been proposed and applied for the tire-road noise characterization of highway traffic. The implementation of NCPX is based on a set of surface microphones that is attached to a vehicle to directly measure the tire noise. To consider a combined effect of vehicle and road factors, a comprehensive field test has been performed with seven vehicle types at nine pavement sections of the test road. Testing parameters also include a vehicle speed ranging from 50 to 120 km/h, and two driving modes are applied at each speed: coasting and steady. It is found that asphalt pavements are quieter than all concrete pavements irrespective of testing conditions. Among concrete pavements, an 18-mm longitudinally-tined surface exhibits the quietest noise level, while a random transversely-tined surface is ineffective in minimizing the tire noise. Finally, the effect of a heavy axle load on the tire/noise generation is discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTire-road noise. =650 \0$aSurface microphone. =650 \0$aCoasting and steady. =650 \0$aMicrophone. =650 14$aNCPX. =650 24$aSurface microphone. =650 24$aTire-road noise. =650 24$aCoasting and steady. =700 1\$aSeo, Youngguk,$eauthor. =700 1\$aMuk Choi, Tae,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101172.htm =LDR 02805nab a2200529 i 4500 =001 JTE100806 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100806$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100806$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1320 =082 04$a338$223 =100 1\$aRammer, Douglas R.,$eauthor. =245 10$aAnalytical Determination of the Surface Area of a Threaded Fastener /$cDouglas R. Rammer, Samuel L. Zelinka. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aAccurate determination of corrosion rates for threaded fasteners hinges on the ability to determine the surface area on which corrosion is occurring. Currently, no general analytical expression of surface area exists for the threaded fastener types. A recent voluntary withdrawal of chromated copper arsenate as the primary, long-standing preservative treatment for wood resulted in the need to determine the corrosion rates of threaded fasteners. This paper developed general analytical surface area equations for a wedge-shaped thread and the area between the threads for three cases: (1) an increasing thread root and crest diameter, (2) constant thread root and crest diameters, and (3) a constant thread root but a decreasing thread crest diameter. The expressions are applied, numerically verified, and compared to simplified models for a No. 10-2.54 cm (1-in.) long wood screw. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aScrew. =650 \0$aFastener. =650 \0$aCorrosion. =650 \0$aAnalytical. =650 \0$aSurface area. =650 \0$aFasteners. =650 14$aCorrosion. =650 24$aAnalytical. =650 24$aFastener. =650 24$aScrew. =650 24$aSurface area. =700 1\$aZelinka, Samuel L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100806.htm =LDR 02777nab a2200505 i 4500 =001 JTE101020 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101020$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101020$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.54 =082 04$a620.1/95$223 =100 1\$aGerzeski, Roger,$eauthor. =245 10$aLOX Compatible Toughened Bismaleimide Matrix Thermally Conductive Fiber Composites Part I :$bComposite Fabrication Viability And Thermal Conductivity Measurement /$cRoger Gerzeski. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b57 =520 3\$aASTM D2512 is the standard test used to determine if a material is liquid oxygen (LOX) compatible. To date all composites considered for use in making a LOX component have failed to pass this test due to their very low in-plane thermal conductivity (K). Since a higher K is usually a hallmark of a LOX compatible material, adequately increasing the in-plane K of a composite will render it D2512 LOX compatible. Good 66.0, 63.2, and 63.1 % fiber volume composites have been fabricated for the first time out of baseline T650-35-UC309 and thermally conductive YSH50A and YSH60A fibers using the toughened bismaleimide matrix 5250-4 RTM. The in-plane K of the thermally conductive fibered composites is within the estimated ~30 to ~70 W/mK range that a composite will require to pass D2512. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPrepreg. =650 \0$aComposites. =650 \0$aGraphite fibers. =650 \0$aThermal conductivity. =650 \0$aConductivity, Heat. =650 14$aComposites. =650 24$aThermal conductivity. =650 24$aGraphite fibers. =650 24$aASTM D2512 LOX compatibility. =650 24$aPrepreg. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101020.htm =LDR 03127nab a2200481 i 4500 =001 JTE101021 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101021$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101021$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.54 =082 04$a620.1/95$223 =100 1\$aGerzeski, Roger,$eauthor. =245 10$aLOX Compatible Toughened Bismaleimide Matrix Thermally Conductive Fiber Composites Part II :$bASTM D2512 Specimen Fabrication, Cleaning And Testing /$cRoger Gerzeski. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b47 =520 3\$aComposites of 61.5 to 63.7 % Vf were fabricated out of baseline T650-35-UC309 and the thermally conductive YSH50A and YSH60A fibers using the toughened Bismaleimide 5250-4 RTM matrix resin. ASTM D2512-95 (2002)e1 (D2512) specimens were fabricated from these composites and the toughened Bismaleimide neat resin. D2512 mechanical impact tests conducted at 72 ft•lbs (98 J) on six sets of specimens indicated that both thermally conductive fibers repeatedly improved the D2512 liquid oxygen (LOX) compatibility of their composites by 1700+ % over the baseline fiber composite's. This improvement occurred regardless of the thickness of the tested thermally conductive fibered composite specimens or type of thermally conductive fiber used. Only flash type reactions were detected for the thermally conductive specimens, whereas, flash, char and noise type reactions were detected for the baseline fiber composite specimens. The 100 % D2512 ignition rate exhibited by the neat resin specimens implies that the D2512 LOX compatibility improvement exhibited by the thermally conductive fiber composite's over the baseline fiber composites is directly attributable to the use of these thermally conductive fibers. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aComposites. =650 \0$aLOX compatibility. =650 \0$aThermal conductivity. =650 \0$aConductivity, Heat. =650 14$aComposites. =650 24$aASTM D2512. =650 24$aLOX compatibility. =650 24$aThermally conductive fibers. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101021.htm =LDR 03374nab a2200601 i 4500 =001 JTE100202 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100202$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100202$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aAM1 =082 04$a069/.05$223 =100 1\$aCrowley, Anne,$eauthor. =245 10$aSample Preparation and Testing Methods for the Evaluation of Microcrystalline Waxes for the Seismic Protection of Art Objects /$cAnne Crowley, Debra F. Laefer, Mairead Fanning. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aUse of microcrystalline waxes for the protection of ceramic art objects from seismic events is an inexpensive and relatively popular technique. Unfortunately, because of the high porosity of some ceramics and the fragility of their glazes and paints, the surface of many art objects may be vulnerable to damage from the microcrystalline wax. Thus, a conservative application approach is needed-applying only as much as is actually required for predicted levels of ground movement. Determining this quantity and verifying the best application technique (e.g., hot versus cold) has yet to be established. This paper presents the development of testing techniques to optimize the application of microcrystalline waxes; specifically, the pioneering of tensile and shear sample preparation. These procedures were applied to 70 tensile and 175 shear tests on paraffin wax, beeswax, and four microcrystalline waxes. Static testing methods demonstrated the clear superiority of certain products and average performance capabilities of up to 167 kN/m2 in tension and 89 kN/m2 in shear, under light loading. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShear. =650 \0$aMuseums. =650 \0$aTension. =650 \0$aArt objects. =650 \0$aSeismic protection. =650 \0$aMicrocrystalline wax. =650 \0$aMuseums$xSocieties, etc$vPeriodicals. =650 \0$aMuseums$vPeriodicals. =650 \0$aMuseums$xGreat Britain$vPeriodicals. =650 14$aSeismic protection. =650 24$aArt objects. =650 24$aMuseums. =650 24$aMicrocrystalline wax. =650 24$aTension. =650 24$aShear. =650 24$aThermoplastic acrylic resin. =700 1\$aLaefer, Debra F.,$eauthor. =700 1\$aFanning, Mairead,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100202.htm =LDR 03269nab a2200529 i 4500 =001 JTE100975 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100975$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100975$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA357.5.R44 =082 04$a620/.4$223 =100 1\$aHirsch, David,$eauthor. =245 10$aPressure Effects on Oxygen Concentration Flammability Thresholds of Polymeric Materials for Aerospace Applications /$cDavid Hirsch, Jim Williams, Harold Beeson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aSpacecraft materials selection is based on an upward flammability test conducted in a quiescent environment at the highest expected oxygen concentration. However, NASA's advanced space exploration program is anticipating using various habitable environments. Because limited data are available to support current program requirements, a different test logic is suggested to address the expanded atmospheric environments through the determination of materials self-extinguishment limits. This paper provides additional pressure effects data on oxygen concentration and partial pressure self-extinguishment limits under quiescent conditions. For the range of total pressures tested, the oxygen concentration and oxygen partial pressure flammability thresholds show a near linear dependence on total pressure, and appear to increase with increasing oxygen concentration (and oxygen partial pressure) thresholds. For the Constellation Program, the flammability threshold information will allow NASA to identify materials with increased flammability risk from oxygen concentration and total pressure changes, minimize potential impacts, and allow for development of sound requirements for new spacecraft and extraterrestrial landers and habitats. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCombustion. =650 \0$aFlammability. =650 \0$aTest methods. =650 \0$aAerospace materials. =650 \0$aMicrogravity. =650 14$aTest methods. =650 24$aFlammability. =650 24$aAerospace materials. =650 24$aCombustion. =650 24$aMicrogravity. =700 1\$aWilliams, Jim,$eauthor. =700 1\$aBeeson, Harold,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100975.htm =LDR 03407nab a2200577 i 4500 =001 JTE101245 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101245$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101245$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a665.5388$223 =100 1\$aMohammad, Louay N.,$eauthor. =245 10$aCharacterization of Louisiana Asphalt Mixtures Using Simple Performance Tests /$cLouay N. Mohammad, Shadi Saadeh, Sandeep Obulareddy, Sam Cooper. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThe main objective of this study was to characterize the performance of HMA mixes based on four laboratory tests, including three simple performance tests (SPTs) dynamic modulus |E*|, flow time (Ft), flow number (FN), and a Loaded Wheel Tracking (LWT) test. In addition, two dynamic modulus prediction models, namely Witczak and Hirsch, were evaluated. Thirteen plant-produced HMA mixtures were selected in this study. Laboratory characterization tests included the dynamic modulus |E*|, flow number (FN), and Hamburg-Type LWT tests. Test results indicated that the |E*| test was sensitive to the nominal maximum aggregate size (NMAS) in the HMA mixture. Larger aggregates combined with recycled asphalt (RAP) tended to have high |E*| values at high temperatures. Both the Witczak and Hirsch models could predict the dynamic modulus |E*| values with a reasonable reliability. However, the Witczak model reliability increases for higher NMAS. On the other hand, the Hirsch model reliability increases for lower NMAS. The general ranking of the SPTs and LWT test was similar. In addition, this ranking was consistent with the field use of those mixtures in terms of their design traffic volume. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlow number. =650 \0$aDynamic modulus. =650 \0$aHot-mix asphalt. =650 \0$aLoaded wheel tracking. =650 \0$aPermanent deformation. =650 \0$aAsphalt. =650 \0$aBituminous materials. =650 14$aHot-mix asphalt. =650 24$aPermanent deformation. =650 24$aDynamic modulus. =650 24$aFlow number. =650 24$aLoaded wheel tracking. =650 24$aMechanistic-empirical pavement design. =700 1\$aSaadeh, Shadi,$eauthor. =700 1\$aObulareddy, Sandeep,$eauthor. =700 1\$aCooper, Sam,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101245.htm =LDR 03505nab a2200529 i 4500 =001 JTE100328 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100328$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100328$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS300 =082 04$a658/.96/9105$223 =100 1\$aWardle, Graham,$eauthor. =245 12$aA Revised Procedure for the Construction of a 3-Parameter JR Resistance Curve and the Determination of Initiation Toughness J0.2 /$cGraham Wardle. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aFracture toughness testing procedures often advocate the use of a 3-parameter offset power law fit to define a resistance curve, and subsequently an estimate of initiation toughness (e.g., J0.2). JR=A+?(?a)?. Experience has indicated that the fit coefficients A, ?, and ? are highly variable. What is required is a consistent method of estimating A and thus ? and ? to reflect physical sense. In this paper it is proposed that the offset A is defined using a J-elastic term Je given by A=Je=W/2(?y2/E')f(ao/W). Experimental data are provided in support of the use of Je for a well characterized A533B-1 steel. Tests were made at ambient temperature using geometrically scaled plain-sided and side-grooved compact C(T) specimens of sizes 2093% when in the condom body, but to <15% when in the tip. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPuncture. =650 \0$aLatex condoms. =650 \0$aQuality assurance test. =650 \0$aVirus Penetration. =650 \0$avirus. =650 14$aQuality assurance test. =650 24$aLatex condoms. =650 24$aPuncture. =650 24$aVirus. =700 1\$aDoucette, JM.,$eauthor. =700 1\$aCoyne, L.,$eauthor. =700 1\$aCyr, WH.,$eauthor. =700 1\$aThomas, DP.,$eauthor. =700 1\$aLytle, CD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11964J.htm =LDR 02965nab a2200529 i 4500 =001 JTE11968J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11968J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11968J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN752.T54 =082 04$a669/.96142$223 =100 1\$aCheng, YW.,$eauthor. =245 10$aDesign and Performance of an Automated Test Facility for Hot-Compression Testing /$cYW. Cheng, BJ. Filla, RL. Tobler. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThe design of an apparatus for hot-deformation testing of materials is described, and experimental results demonstrating successful performance are presented. The apparatus is used to uniaxially compress small steel cylinders between two ceramic platens in an evacuated test chamber at high temperatures. Components of the system include a 100 kN servohydraulic test machine, a compact radiant furnace and programmable temperature controller, a microcomputer for executing mechanical strikes, and a digital storage oscilloscope for high-speed data acquisition. In the initial experiments described here, steel specimens 10 mm in diameter and 15 mm high are compressed at strain rates up to 50/s and maximum test temperatures up to 1200°C. Attractive features of the apparatus include its relatively low cost, compact size, and capability for high strain rates. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHot deformation. =650 \0$aPlain carbon steels. =650 \0$aMetals$xThermomechanical treatment. =650 14$aComputer-controlled mechanical tests. =650 24$aElevated temperature tests. =650 24$aHot deformation. =650 24$aMechanical properties of steels. =650 24$aPlain carbon steels. =650 24$aThermomechanical process simulation. =650 24$aUniaxial compression tests. =700 1\$aFilla, BJ.,$eauthor. =700 1\$aTobler, RL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11968J.htm =LDR 02502nab a2200565 i 4500 =001 JTE11972J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11972J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11972J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC447.9 =082 04$a621.3692$223 =100 1\$aScott, W.,$eauthor. =245 10$aComparison of Surface Texture Measurement by Stylus and Fiber Optic Transducers /$cW. Scott, A. Donovan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aSignals obtained from a fiber optic transducer with an optical extender used to scan surfaces of varying texture been examined through analysis of their statistical functions, and compared with the signals obtained from a conventional contact profilometer. The amplitude/time and autocorrelation functions, probability density, and power spectra analyzed to assess the potential of technology where contact methods are impossible, such as the in-process monitoring of grinding wheel wear. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSurface. =650 \0$aTexture. =650 \0$aProximity. =650 \0$aRoughness. =650 \0$aTransducer. =650 \0$afiber optics. =650 \0$aPhysical optics. =650 \0$aOptical fiber communication. =650 14$aFiber optics. =650 24$aTransducer. =650 24$aProximity. =650 24$aSurface. =650 24$aTexture. =650 24$aRoughness. =700 1\$aDonovan, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11972J.htm =LDR 02946nab a2200541 i 4500 =001 JTE11963J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11963J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11963J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS494.5.S86 =082 04$a631.5/8$223 =100 1\$aGunaratne, M.,$eauthor. =245 10$aCompressibility Relations for Peat and Organic Soil /$cM. Gunaratne, P. Stinnette, AG. Mullins, CL. Kuo, WF. Echelberger. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aA new technique is formulated to predict the ultimate settlement (primary and secondary) of normally consolidated organic soils on the basis of the organic content. Data from a large number of oedometer tests on samples collected from organic soil deposits in Central Florida exhibit a definitive relationship of ultimate settlement versus organic content. These laboratory test results are analyzed using the Gibson and Lo rheological model to develop expressions for primary and secondary compressibilities in terms of organic content and consolidation pressure. It is shown how the compressibility relations predicted by the authors' approach concur with extensive data collected by other researchers. The usefulness of the authors' analytical relations is displayed by showing how the expected ultimate settlement of an organic soil subjected to a given pressure increase can be computed readily by using them. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConsolidation. =650 \0$aUltimate settlement. =650 \0$aorganic soil. =650 \0$aOrganic fertilizers. =650 \0$aSoil. =650 14$aConsolidation. =650 24$aOrganic soil. =650 24$aPeat. =650 24$aUltimate settlement. =700 1\$aStinnette, P.,$eauthor. =700 1\$aMullins, AG.,$eauthor. =700 1\$aKuo, CL.,$eauthor. =700 1\$aEchelberger, WF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11963J.htm =LDR 02958nab a2200517 i 4500 =001 JTE11966J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11966J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11966J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS283 =082 04$a681/.760410288$223 =100 1\$aArsène, S.,$eauthor. =245 12$aA New Approach to Measuring Transverse Properties of Structural Tubing by a Ring Test—Experimental Investigation /$cS. Arsène, J. Bai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThe experimental investigation of a new approach to the ring test is presented in this paper. A new design of an optimized ring specimen geometry and ring testing system was used, which was described in an earlier paper. Based on the three-dimensional elastoplastic finite element modeling with contact, a procedure for determining the stress from the global force and the strain from the global displacement has been proposed. The influences of different parameters, such as yield strength, hardening rate, Young's modulus, and friction coefficient on these curves has been examined. A comparison has been made between the finite element modeling results and the ring test results on two materials. One is a model material (aluminum-silicon, an aluminum alloy reinforced by silicon particles) that has been widely investigated in our laboratory and the second is a material (Zircaloy) used in the nuclear industry. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRing test. =650 \0$aFriction effect. =650 \0$aPressure Vessels. =650 \0$aFilament winding. =650 14$aTransverse mechanical properties. =650 24$aRing test. =650 24$aMaster curve of force-hoop stress. =650 24$aMaster curve of displacement-hoop strain. =650 24$aMaterial properties effect. =650 24$aFriction effect. =700 1\$aBai, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11966J.htm =LDR 02929nab a2200553 i 4500 =001 JTE11965J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11965J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11965J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.84 =082 04$a620.1/127$223 =100 1\$aLin, G.,$eauthor. =245 10$aMonitoring Crack Advance Using Acoustic Emission and Combined Acoustic Emission and Potential Drop in Zr-2.5% Nb /$cG. Lin, S. Skrzypek, D. Li, RL. Eadie. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aExperithental results are reported on the application of acoustic emission (AE) and combined acoustic emission and potential drop (PD) in crack advance measurement. Acoustic emission by itself is not a quantitastive technique for measuring crack advance. Compared with the application of only PD, using both simultaneously turns out to be quite beneficial. Used to measure delayed hydride cracking velocity in Zr-2.5% Nb, combined AE and PD, together with other techniques such as fractography, produces more reliable results with higher accuracy for isothermal conditions and particularly during temperature transients. Information about the correlation between AE and PD signals has been also obtained, which improves our understanding of the processes being studied. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPotential drop (PD) =650 \0$aAcoustic emission (AE) =650 \0$aDelayed hydride cracking. =650 \0$aCrack advance measurement. =650 \0$aAcoustic emission. =650 \0$aAcoustic emission testing. =650 14$aAcoustic emission (AE) =650 24$aPotential drop (PD) =650 24$aCrack advance measurement. =650 24$aDelayed hydride cracking. =650 24$aZr-2.5%Nb. =700 1\$aSkrzypek, S.,$eauthor. =700 1\$aLi, D.,$eauthor. =700 1\$aEadie, RL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11965J.htm =LDR 02606nab a2200505 i 4500 =001 JTE11973J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11973J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11973J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aGiovanola, JH.,$eauthor. =245 12$aA Note on One-Point-Bend Impact Fracture Experiments with Curved Specimens /$cJH. Giovanola, RW. Klopp, SW. Kirkpatrick. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aWe describe an extension of the one-point-bend impact test for measuring dynamic initiation fracture toughnesses with curved specimens cut from the wall of tubes. We present the impact response curve for a specific geometry of curved specimen. We validate the extension of the test procedure and data reduction method by comparing (1) the measured dynamic initiation toughness with data obtained with rectangular specimens cut from the wall of the same 300M tube and (2) the stress-intensity history measured in the experiment with that calculated in a dynamic finite element simulation of the test. For both comparisons, the agreement is excellent. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aResponse curve. =650 \0$aCurved specimen. =650 \0$aOne-point-bend test. =650 \0$afracture mechanics. =650 14$aDynamic fracture toughness. =650 24$aOne-point-bend test. =650 24$aCurved specimen. =650 24$aResponse curve. =700 1\$aKlopp, RW.,$eauthor. =700 1\$aKirkpatrick, SW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11973J.htm =LDR 02444nab a2200529 i 4500 =001 JTE11971J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11971J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11971J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN685 =082 04$a669/.028/4$223 =100 1\$aBray, A.,$eauthor. =245 13$aAn Automatic Procedure for Evaluation of Young's Modulus of Metallic Materials /$cA. Bray, G. Barbato, F. Franceschini, R. Levi, D. Romano, A. Zompi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThis paper concerns the automatic evaluation of Young's modulus of metallic materials. A procedure has been developed to support the experimental measurement process. A calculation scheme for an evaluation of the overall uncertainty of modulus value is presented according to ISO/IEC/OIML/BIPM guide by ISO TAG4/WG3. Some numerical experimental results are also provided. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aYoung's modulus. =650 \0$aData acquisition. =650 \0$aMetallic Materials. =650 \0$aCharacterization and Evaluation Materials. =650 14$aYoung's modulus. =650 24$aMetallic materials. =650 24$aData acquisition. =700 1\$aBarbato, G.,$eauthor. =700 1\$aFranceschini, F.,$eauthor. =700 1\$aLevi, R.,$eauthor. =700 1\$aRomano, D.,$eauthor. =700 1\$aZompi, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11971J.htm =LDR 02936nab a2200517 i 4500 =001 JTE11970J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11970J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11970J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aGong, Y.,$eauthor. =245 10$aMaterials Fatigue Life Distribution :$bA Maximum Entropy Approach /$cY. Gong, MP. Norton. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aA rational probability distribution for materials fatigue life is proposed using the Maximum Entropy Principle (MEP) and the sample information available. It has been shown that this distribution is most naturally a truncated normal distribution. The expression of the distribution as well as the relationships between the distribution parameters and the maximum entropy coefficients (or Lagrangian multipliers) is given explicitly. It is further shown that the maximum entropy estimators (MEE) are equivalent to the classical maximum likelihood estimators (MLE) and the moment estimators (ME) provided that proper sample statistics are chosen as the approximations of the population parameters. A procedure has been proposed for estimating the maximum entropy parameters. Numerical examples showing the effects of the standardized truncation point, the sample mean, and the trunction point have been given to demonstrate the significance and usefulness of the work. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue life. =650 \0$aFatigue life distribution. =650 \0$aMaximum entropy principle. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFatigue life. =650 24$aFatigue life distribution. =650 24$aMaximum entropy principle. =650 24$aMaximum entropy distribution. =700 1\$aNorton, MP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11970J.htm =LDR 03157nab a2200601 i 4500 =001 JTE10130J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10130J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10130J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7871.58.A9 =082 04$a621.3893$223 =100 1\$aKennedy, JC.,$eauthor. =245 10$aSignal Processing in Nondestructive Testing /$cJC. Kennedy, WE. Woodmansee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aSignal averaging has been used to improve the clarity of flaw indications in an electron beam weld. The delay of an electronic gate has been synchronized to the transducer motion to improve the detectability of a tight interface crack in a tensile specimen. Cross-correlation techniques and multiple transducer arrays have been used to improve the signal-to-noise ratio of artificial flaws in welded panels. Signal averaging has been used to reduce random noise in the through-transmission ultrasonic inspection of a honeycomb composite. Megacycle range ultrasonic flaw information has been recorded on a low frequency FM tape recorder by rapidly sweeping an electronic gate through the time interval of interest. A lock-in amplifier has been used to produce quantitative data in both single-coil and double-coil eddy current systems. Cross-correlation techniques and a multiple-coil eddy current probe have been used to reduce surface roughness noise in an eddy current crack detection system. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCracks. =650 \0$aAmplifiers. =650 \0$aNoise reduction. =650 \0$aUltrasonic tests. =650 \0$aSignal processing. =650 \0$aEddy current tests. =650 \0$aNondestructive tests. =650 \0$aSignal-to-noise ratio. =650 \0$aAudio amplifiers. =650 14$aNondestructive tests. =650 24$aSignal processing. =650 24$aUltrasonic tests. =650 24$aEddy current tests. =650 24$aSignal-to-noise ratio. =650 24$aCracks. =650 24$aAmplifiers. =650 24$aNoise reduction. =700 1\$aWoodmansee, WE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10130J.htm =LDR 03428nab a2200673 i 4500 =001 JTE10133J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10133J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10133J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA342 =082 04$a620/.001/5118$223 =100 1\$aFarzin, MH.,$eauthor. =245 10$aInverse Method for Determining Approximate Stress-Strain Behavior of Soils /$cMH. Farzin, RB. Corotis, RJ. Krizek. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aA new approach is advanced to analyze and interpret experimental data from a compression test on a cylindrical soil specimen. With a knowledge of the applied axial and radial pressures, the overall axial deformation, and radial deformations at several discrete points on the boundary, a piecewise linear continuum model is used to calculate approximate secant and tangent values for the modulus and Poisson's ratio of two different soils. Although soil moduli are found to be highly stress dependent and significantly influenced by the dry density of the specimen, values of Poisson's ratio are relatively insensitive to these variables. Results obtained by use of this new approach can be used to evaluate the assumptions that are frequently incorporated into simpler interpretation procedures. In particular, a comparison of secant and tangent moduli determined by the proposed method with other modulus values determined by commonly used procedures reveals substantial differences and suggests the use of extreme caution when selecting values of soil parameters for use in mathematical models of soil mechanics problems. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSoils. =650 \0$aModulus. =650 \0$aStrains. =650 \0$aStresses. =650 \0$aNonlinear. =650 \0$aEvaluation. =650 \0$aDeformation. =650 \0$aTriaxial tests. =650 \0$aPoisson's ratio. =650 \0$aLaboratory tests. =650 \0$aMathematical models. =650 14$aStresses. =650 24$aStrains. =650 24$aSoils. =650 24$aTriaxial tests. =650 24$aMathematical models. =650 24$aDeformation. =650 24$aPoisson's ratio. =650 24$aLaboratory tests. =650 24$aEvaluation. =650 24$aModulus. =650 24$aNonlinear. =700 1\$aCorotis, RB.,$eauthor. =700 1\$aKrizek, RJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10133J.htm =LDR 02425nab a2200565 i 4500 =001 JTE10137J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10137J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10137J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH212.S3 =082 04$a681.413$223 =100 1\$aYakowitz, H.,$eauthor. =245 10$aMagnetic Domain Structures in Fe-3.2Si Revealed by Scanning Electron Microscopy-A Photo Essay /$cH. Yakowitz, DE. Newbury. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThe mechanism and experimental arrangement by which magnetic contrast can be observed from materials of cubic anisotropy are indicated. Transformer alloy Fe-3.2Si is used as an example to illustrate the effects of tensile strain, magnetic field switching, residual stress, and inclusions on magnetic structure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrains. =650 \0$aIron alloys. =650 \0$aMagnetic fields. =650 \0$aResidual stress. =650 \0$aMagnetic domains. =650 \0$aScanning electron microscopy. =650 \0$aElectron microscopy. =650 14$aScanning electron microscopy. =650 24$aIron alloys. =650 24$aMagnetic domains. =650 24$aSilicon containing alloys. =650 24$aStrains. =650 24$aResidual stress. =650 24$aMagnetic fields. =700 1\$aNewbury, DE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10137J.htm =LDR 03394nab a2200625 i 4500 =001 JTE10127J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10127J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10127J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD9937 =082 04$a658.2$223 =100 1\$aLee, TG.,$eauthor. =245 10$aInterlaboratory Evaluation of ASTM E 84-70 Tunnel Test Applied to Floor Coverings /$cTG. Lee, C. Huggett. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aResults of an interlaboratory evaluation of the American Society for Testing and Materials (ASTM) Test for Surface Burning Characteristics of Building Materials (E 84-70), involving eleven laboratoires and nine materials including four carpets, are reported. Data on flame spread, smoke, and fuel contribution were analyzed statistically to determine the reproducibility and repeatability of the test method. Selected physical characteristics of each tunnel are tabulated and compared relative to specifications in the test method. The between-laboratory coefficient of variation (reproducibility) in flame spread classification (FSC) was found to range from 7 to 29% for the four carpets and from 18 to 43% for the other materials tested. The between-laboratory coefficients of variation for smoke developed and fuel contribution ranged from 34 to 85% and from 22 to 117%, respectively, for all materials tested. The causes of higher variability in smoke and fuel contribution measurement between laboratories are not definitely known but may reasonably be attributed to variations in tunnel construction, instrumentation, and operation in different laboratories. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCarpets. =650 \0$aFire tests. =650 \0$aTunnel tests. =650 \0$aRepeatability. =650 \0$aReproducibility. =650 \0$aSmoke measurement. =650 \0$aFlame spread tests. =650 \0$aFlammability testing. =650 \0$aFloor coverings. =650 14$aFloor coverings. =650 24$aFire tests. =650 24$aInterlaboratory evaluation. =650 24$aCarpets. =650 24$aFlame spread tests. =650 24$aTunnel tests. =650 24$aSmoke measurement. =650 24$aReproducibility. =650 24$aFlammability testing. =650 24$aRepeatability. =700 1\$aHuggett, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10127J.htm =LDR 02396nab a2200649 i 4500 =001 JTE10138J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10138J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10138J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a624.1362$223 =100 1\$aMather, K.,$eauthor. =245 10$aDiscussion of "The Effect of Cement Properties and the Thermal Compatibility of Aggregates on the Strength of Accelerated Cured Concrete" by D. F. Orchard, R. Jones, and R. S. Al-Rawi /$cK. Mather, B. Mather. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCuring. =650 \0$aCements. =650 \0$aStresses. =650 \0$aConcretes. =650 \0$aAggregates. =650 \0$aCompatibility. =650 \0$aThermal expansion. =650 \0$aConcrete durability. =650 \0$aCompressive strength. =650 \0$aConcrete$xMechanical properties. =650 \0$aAggregates (Building materials) =650 \0$aSealing compounds. =650 \0$aCement paste. =650 14$aConcretes. =650 24$aCements. =650 24$aAggregates. =650 24$aCompatibility. =650 24$aThermal expansion. =650 24$aCuring. =650 24$aConcrete durability. =650 24$aCompressive strength. =650 24$aStresses. =700 1\$aMather, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10138J.htm =LDR 01775nab a2200421 i 4500 =001 JTE10136J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10136J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10136J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a669.72$223 =100 1\$aGA, Ratz,$eauthor. =245 10$aDiscussion to "Programmed In Situ Melting, Freezing, and Tensile Testing for Laboratory Study of High Temperature Properties of As-Cast Metals" by G. A. Ratz and M. M. Cho /$cRatz GA, Cho MM. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrength of materials. =650 \0$aMetals$xTesting. =650 \0$aAlloys$xTesting. =700 1\$aMM, Cho,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10136J.htm =LDR 02669nab a2200529 i 4500 =001 JTE10134J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10134J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10134J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.C7 =082 04$a620.1/82/23$223 =100 1\$aGoel, RP.,$eauthor. =245 10$aStress Relaxation in Tension of CA 172 Copper-Beryllium /$cRP. Goel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aStress relaxation data on commercially available copper-beryllium alloy 172 are presented. Test samples were subjected to strains of up to 2% and temperatures from 25 to 181°C. The data show that a high degree of relaxation occurs at higher temperatures and relaxation was found to be independent of the initial stress levels. Time-temperature plots of stress relaxation are presented for designing accelerated relaxation tests on the copper-beryllium alloy tested. The material in the tested condition is generally not used in spring applications and thus results of Austen which compare stress relaxation characteristics of copper-beryllium alloy 172 in the aged and unaged conditions are also presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrains. =650 \0$aTensile tests. =650 \0$aHigh temperature tests. =650 \0$aCopper beryllium alloys. =650 \0$aStress relaxation tests. =650 \0$aCopper. =650 \0$aNative element minerals. =650 14$aStress relaxation tests. =650 24$aCopper beryllium alloys. =650 24$aStrains. =650 24$aHigh temperature tests. =650 24$aTensile tests. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10134J.htm =LDR 02593nab a2200673 i 4500 =001 JTE10135J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10135J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10135J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS227 =082 04$a671.5/2$223 =100 1\$aBatra, R.,$eauthor. =245 10$aProgrammed In Situ Melting, Freezing, and Tensile Testing for Laboratory Study of High Temperature Properties of As-Cast Metals /$cR. Batra, GA. Wilber, HF. Breit, WJ. Childs. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aA technique has been developed for controlled melting and freesing of a steel specimen in a Duffers Gleeble®, combined with a tensile testing capability, in order to obtain subsequent high temperature mechanical properties. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMetals. =650 \0$aCasting. =650 \0$aMelting. =650 \0$aFreezing. =650 \0$aHot working. =650 \0$aCarbon steels. =650 \0$aTension tests. =650 \0$aMechanical properties. =650 \0$aHigh temperature tests. =650 \0$aWelding. =650 \0$aForging. =650 14$aMetals. =650 24$aHigh temperature tests. =650 24$aMechanical properties. =650 24$aMelting. =650 24$aFreezing. =650 24$aTension tests. =650 24$aCarbon steels. =650 24$aCasting. =650 24$aWelding. =650 24$aHot working. =700 1\$aWilber, GA.,$eauthor. =700 1\$aBreit, HF.,$eauthor. =700 1\$aChilds, WJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10135J.htm =LDR 02480nab a2200553 i 4500 =001 JTE10131J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10131J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10131J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.A6 =082 04$a620.1/86$223 =100 1\$aShih, TT.,$eauthor. =245 10$aEffect of Specimen Thickness on Delay in Fatigue Crack Growth /$cTT. Shih, RP. Wei. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe effect of specimen thickness on delay in fatigue crack growth, produced by load interactions in variable-amplitude loading, was examined. Experiments were carried out on 7075-T6 aluminum alloy sheets. The results indicate that delay is a function of specimen thickness. This influence of thickness, along with variations in behavior among different materials, suggest that extensive extrapolation of existing data should not be made. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aThickness. =650 \0$aCrack propagation. =650 \0$aFracture mechanics. =650 \0$aFatigue (materials) =650 \0$aLoad interaction effects. =650 \0$aAluminum alloys. =650 \0$aLight metal alloys. =650 14$aFatigue (materials) =650 24$aCrack propagation. =650 24$aThickness. =650 24$aAluminum alloys. =650 24$aLoad interaction effects. =650 24$aFracture mechanics. =700 1\$aWei, RP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10131J.htm =LDR 02806nab a2200577 i 4500 =001 JTE10129J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10129J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10129J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.36 =082 04$a620.1/127$223 =100 1\$aHwang, JH.,$eauthor. =245 10$aFinite Element Modeling of Magnetic Field/Defect Interactions /$cJH. Hwang, W. Lord. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aDefect modeling and the prediction of magnetic field/defect interactions is of importance to the further refinement of electromagnetic methods of defect detection and categorization. Finite element methods are particularly suited to the analysis of field distributions within magnetic structures having complex boundary geometries and nonlinear B-H characteristics. This paper describes operational aspects of the finite element technique and shows how such methods can be applied to the analysis of electromagnetic methods of nondestructive testing, by predicting the magnetic field distribution around a rectangular slot in the surface of a circular ferromagnetic bar carrying an axial magnetisation current. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModels. =650 \0$aDefects. =650 \0$aInteractions. =650 \0$aMagnetic fields. =650 \0$aNondestructive tests. =650 \0$aFinite element analysis. =650 \0$aElectromagnetic testing. =650 \0$aNondestructive testing. =650 14$aModels. =650 24$aDefects. =650 24$aMagnetic fields. =650 24$aNondestructive tests. =650 24$aElectromagnetic testing. =650 24$aFinite element analysis. =650 24$aInteractions. =700 1\$aLord, W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10129J.htm =LDR 02672nab a2200565 i 4500 =001 JTE10132J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10132J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10132J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.36 =082 04$a620.1/127$223 =100 1\$aPapa, T.,$eauthor. =245 10$aAcoustic Emission Produced During Heating of Tin and Zinc Single Crystals /$cT. Papa, D. Sette, L. Stagni, A. Congiu Castellano. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aAcoustic emission activity has been detected during heating of tin (Sn) and zinc (Zn) single crystals from 0 to 130°C. The emission of Sn occurs copiously only if the heating starts below a temperature of about 18°C, and lasts up to a higher temperature between 60 and 80°C. The results may be interpreted by relating acoustic emission to processes in the ? <-> ? phase transformation. Although still qualitative, such a hypothesis permits us to have useful information on the nucleation time of the ?-phase and on the temperature hysteresis of the transformation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aZinc. =650 \0$aHeating. =650 \0$aAcoustic emission. =650 \0$aNondestructive tests. =650 \0$aElectromagnetic testing. =650 \0$aNondestructive testing. =650 14$aAcoustic emission. =650 24$aHeating. =650 24$aWhiskers (single crystals) =650 24$aTin. =650 24$aZinc. =650 24$aNondestructive tests. =700 1\$aSette, D.,$eauthor. =700 1\$aStagni, L.,$eauthor. =700 1\$aCongiu Castellano, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10132J.htm =LDR 02833nab a2200589 i 4500 =001 JTE10128J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10128J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10128J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC475 =082 04$a539.2$223 =100 1\$aMullen, PA.,$eauthor. =245 10$aSpectral Energy Distributions and Aging Characteristics of Fluorescent Sunlamps and Blacklights /$cPA. Mullen, RA. Kinmonth, NZ. Searle. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThe spectral energy distributions of commercially produced 20-W fluorescent sunlamps and blacklights designated for use in the revision of the American Society of Testing and Materials (ASTM) Recommended Practice for Exposure of Plastics to Fluorescent Sunlamp (D 1501-71), were measured between 250 and 600 nm at 3-nm intervals. Two types of blacklights with the same designation (F20T12B1), but with different emission characteristics, are manufactured. The decrease in emission intensity with hours of use varies with type and source of lamps. The best simulation of sunlight in the ultraviolet region below 360 nm is given by the combination of one sunlamp with one of each type of blacklight. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAging. =650 \0$aEmission. =650 \0$aPlastics. =650 \0$aSunlamps. =650 \0$aBlacklights. =650 \0$aFluorescent lamps. =650 \0$aSpectral energy distribution. =650 \0$aSpectral density. =650 14$aSpectral energy distribution. =650 24$aAging. =650 24$aFluorescent lamps. =650 24$aSunlamps. =650 24$aBlacklights. =650 24$aEmission. =650 24$aPlastics. =700 1\$aKinmonth, RA.,$eauthor. =700 1\$aSearle, NZ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10128J.htm =LDR 02219nab a2200529 i 4500 =001 JTE10987J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10987J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10987J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHE371.A3 =082 04$a625.7/25$223 =100 1\$aCarter, AC.,$eauthor. =245 13$aAn Experimental Sieving Machine /$cAC. Carter. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSieving by hand is tedious but can be the most consistent of the available methods of sieve analysis. Segregation, particularly of materials having irregularly shaped particles, produced by generally available machines is seldom completely in agreement with hand sieving results. Moreover, gradings produced by different machines often differ significantly from one another. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSoils. =650 \0$aGrading. =650 \0$aAggregates. =650 \0$aParticle analysis. =650 \0$asieving. =650 \0$aSurface texture. =650 \0$aShape. =650 14$aSieving. =650 24$aGrading. =650 24$aSoils. =650 24$aAggregates. =650 24$aParticle analysis. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10987J.htm =LDR 02607nab a2200505 i 4500 =001 JTE10988J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10988J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10988J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN757.C5 =082 04$a672.3$223 =100 1\$aHinton, RW.,$eauthor. =245 10$aInterlaboratory Evaluation of ASTM Practice for X-Ray Determination of Retained Austenite in Steel with Near-Random Crystallographic Orientation (E 975) /$cRW. Hinton. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aA standard practice (ASTM E 975) was developed by Task Group E04.0602 for the X-ray diffraction determination of retained austenite in steel. Results of interlaboratory studies of retained austenite samples performed before and after the practice was developed are described. The final interlaboratory study using ASTM E 975 and ASTM E 173 as a guide to the study resulted in an estimate of repeatability within the same laboratory of 3% retained austenite for a 95% confidence limit, and an estimate of reproducibility between laboratories of 4% retained austenite for a 95% confidence limit. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRetained austenite. =650 \0$aInterlaboratory study. =650 \0$aX-ray diffraction method. =650 \0$aAustenite. =650 \0$aChrome-nickel steel. =650 14$aRetained austenite. =650 24$aX-ray diffraction method. =650 24$aInterlaboratory study. =650 24$aASTM E 975. =650 24$aNBS retained austenite standards. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10988J.htm =LDR 02807nab a2200589 i 4500 =001 JTE10989J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10989J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10989J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7871.85 =082 04$a621.3815/2$223 =100 1\$aHarmouche, MR.,$eauthor. =245 10$aTemperature and Composition Dependence of Young's Modulus in Polycrystalline B2 Ni-Al /$cMR. Harmouche, A. Wolfenden. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aYoung's modulus (E) for ten specimens of ordered polycrystalline Ni-Al has been measured using PUCOT (Piezoelectric Ultrasonic Composite Oscillator Technique). The modulus has been determined in the composition range 43.94 to 52.70 atomic percent Al and temperature interval 300 to 1300 K. Anomalous dependence on composition and temperature has been found, where the modulus does not always decrease linearly with temperature and does not show the expected maximum near the stoichiometric composition. Nonetheless, these materials show remarkable stiffness, where the modulus clusters near 230 GPa at ambient temperature and decreases to about 180 GPa at 1300 K in this composition range. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDynamic. =650 \0$aAluminides. =650 \0$aComposition. =650 \0$aTemperature. =650 \0$aUltrasonics. =650 \0$aYoung's modulus. =650 \0$aPolycrystallinesemiconductors. =650 \0$aSemiconductors. =650 \0$aSilicon crystals. =650 14$aYoung's modulus. =650 24$aAluminides. =650 24$aUltrasonics. =650 24$aTemperature. =650 24$aComposition. =650 24$aDynamic. =650 24$aNi-Al. =700 1\$aWolfenden, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10989J.htm =LDR 03042nab a2200601 i 4500 =001 JTE10986J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10986J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10986J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA420 =082 04$a674.132$223 =100 1\$aSinclair, AN.,$eauthor. =245 12$aA Comparison of Three Methods for Determining Elastic Constants of Wood /$cAN. Sinclair, M. Farshad. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b38 =520 3\$aThe results of an experimental/theoretical investigation of wood properties are presented. The methodologies applied in the course of this study consist of static (flexure test), vibration (resonance test), and ultrasonic wave propagation techniques. On the theoretical side, a parametric study utilizing Timoshenko-type bean analysis, resonance vibration, and sonic time-of-flight in bounded media is carried out. Various experiments performed on specimens of Douglas Fir have yielded data which are correlated with the theoretical models. Based on these correlations, values for the elastic moduli on the three wood axes are determined. A comparison of the three measurement methods and their respective results is presented. A partial explanation for the disparity of results between the three test methods is that they do not each measure precisely the same property of a wood specimen. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDouglas fir. =650 \0$aWood testing. =650 \0$aShear modulus. =650 \0$aElastic modulus. =650 \0$aFlexure testing. =650 \0$aResonance testing. =650 \0$aUltrasonic testing. =650 \0$aWood$xTesting. =650 \0$aTimber. =650 \0$aWood/ Moisture. =650 14$aUltrasonic testing. =650 24$aWood testing. =650 24$aFlexure testing. =650 24$aResonance testing. =650 24$aDouglas fir. =650 24$aElastic modulus. =650 24$aShear modulus. =700 1\$aFarshad, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10986J.htm =LDR 02606nab a2200541 i 4500 =001 JTE10991J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10991J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10991J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA355 =082 04$a620.3$223 =100 1\$aSuarez, SA.,$eauthor. =245 10$aImproved Impulse-Frequency Response Techniques for Measurement of Dynamic Mechanical Properties of Composite Materials /$cSA. Suarez, RF. Gibson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe dynamic mechanical properties of composite material specimens are rapidly determined by using two new computer-aided impulse techniques. Small beam specimens are excited in either flexural or extensional vibration by an electromagnetic hammer with a force transducer in its tip, while specimen response is measured with an eddy current probe or accelerometer. A desktop computer/Fast Fourier Transform analyzer system is then used for rapid data acquisition and computation of the complex modulus by curve-fitting to the frequency response function. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamping. =650 \0$aImpulse testing. =650 \0$aFrequency analysis. =650 \0$aComposite materials. =650 \0$aDamping(Mechanics) =650 \0$aNoise control. =650 \0$aVibration. =650 14$aComposite materials. =650 24$aDynamic mechanical properties. =650 24$aDamping. =650 24$aImpulse testing. =650 24$aFrequency analysis. =700 1\$aGibson, RF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10991J.htm =LDR 02436nab a2200505 i 4500 =001 JTE10992J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10992J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10992J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA405 =082 04$a620.1/1292$223 =100 1\$aWolfseher, R.,$eauthor. =245 10$aSystem for the Adaptation of Tensile Testing Machines for Executing Torsional Tests /$cR. Wolfseher, J. Inhelder, AK. Helbling. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe torsion testing system "TS-X 100" is described. It is a simple system in which tensile testing machines can readily be adapted for executing torsional tests and, in particular, for carrying out inexpensive long-time torsional tests. The system is very compact and can be installed in a testing chamber to obtain precisely defined boundary conditions. Purely torsional loadings were obtained by loading a horizontal "free suspended" specimen through opposing force couples of equal magnitude. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTorsion testing. =650 \0$aTorsion testing machine. =650 \0$atorsion. =650 \0$aStrength of materials. =650 \0$aFlambage. =650 14$aTorsion. =650 24$aTorsion testing. =650 24$aTorsion testing machine. =700 1\$aInhelder, J.,$eauthor. =700 1\$aHelbling, AK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10992J.htm =LDR 02699nab a2200541 i 4500 =001 JTE10990J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10990J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10990J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS227 =082 04$a671.52$223 =100 1\$aKuroda, T.,$eauthor. =245 12$aA New Method of Measuring the Modulus of Elasticity of Material by Analyzing the Relation Between Loading Position and Displacement of a Beam Bent by a Traveling Load /$cT. Kuroda. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThis paper proposes a new bending method using a computer to obtain a modulus of elasticity of plastics close to those given by tension methods. In the new method, a beam is freely supported at its ends on spherical surfaces. A load of constant weight on the beam travels from one support to another, and the displacement of the undersurface of the beam is measured at a certain distance from a support. The modulus of elasticity is obtained so that the (loading) position-displacement (of a point on the beam) curve expressed by the equation of displacement of the beam, which is a function of the modulus, will best fit the experimental displacements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aComputer. =650 \0$aBend test. =650 \0$aDeflection. =650 \0$aExtensometer. =650 \0$aLeast-squares method. =650 \0$aModulus of elasticity. =650 14$aModulus of elasticity. =650 24$aBend test. =650 24$aDeflection. =650 24$aBeam. =650 24$aExtensometer. =650 24$aComputer. =650 24$aLeast-squares method. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10990J.htm =LDR 02780nab a2200565 i 4500 =001 JTE12077J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12077J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12077J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE5091 =082 04$a625.85$223 =100 1\$aHand, AJ.,$eauthor. =245 10$aPrecision of ASTM D 5821 Standard Test Method for Determining the Percentage of Fractured Particles in Coarse Aggregate /$cAJ. Hand, JA. Epps, PE. Sebaaly. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aAn interlaboratory study was conducted to develop a precision statement for ASTM D 5821-95, Standard Test Method for Determining the Percentage of Fractured Particles in Coarse Aggregate. The experimental design included ten laboratories, four materials, and three replicates per material per laboratory, resulting in 54 degrees of freedom. Outlier detection was given careful con sideration due to the subjective nature of the method, and resulted in exclusion of one laboratory's data, reducing the degrees of freedom to 48. The materials included three partially crushed gravel blends and one quarry stone blend. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWesTrack. =650 \0$aSuperpave. =650 \0$aHMA aggregate. =650 \0$aFractured faces. =650 \0$aAggregate angularity. =650 \0$aPavements, Asphalt$xAdditives. =650 \0$aAggregates (Building materials) =650 \0$aPavements, Asphalt$xDesign and construction. =650 14$aHMA aggregate. =650 24$aAggregate angularity. =650 24$aFractured faces. =650 24$aSuperpave. =650 24$aWesTrack. =700 1\$aEpps, JA.,$eauthor. =700 1\$aSebaaly, PE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12077J.htm =LDR 03198nab a2200601 i 4500 =001 JTE12087J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12087J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12087J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1892 =082 04$a547.8426$223 =100 1\$aKisielewski, RW.,$eauthor. =245 10$aModification of ASTM F 1671-97a, Resistance of Materials to Penetration by Blood-Borne Pathogens, for Use with Elastomeric Materials /$cRW. Kisielewski, LB. Routson, MP. Chaput, CD. Lytle. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aA modification to ASTM F 1671-97a, Test Method for Resistance of Materials Used in Protective Clothing to Penetration by Blood-Borne Pathogens Using Phi-X174 Bacteriophage Penetration as a Test System, was developed to allow evaluation of elastomeric materials having small tears. The original method provides for a flat, open-mesh support screen to prevent expansion of such materials. While natural latex rubber specimens with open, laser-drilled holes ?1 µm fail this test by allowing virus penetration, nitrile-butadiene rubber specimens with small tears (20 to 45 µm) pass. A stainless steel wire cloth support screen with a hemispherical-like dome, in lieu of the flat screen, provided controlled expansion and allowed detection of defective specimens with tears. The data also suggest a similar modification to enhance ASTM F 1670-97, Test Method for Resistance of Materials Used in Protective Clothing to Penetration by Synthetic Blood. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aElastic. =650 \0$aBarrier test. =650 \0$aSupport screen. =650 \0$aBiological hazard. =650 \0$aViral penetration. =650 \0$aProtective clothing. =650 \0$aElasticity. =650 14$aViral penetration. =650 24$aBarrier test. =650 24$aProtective clothing. =650 24$aBiological hazard. =650 24$aASTM F 1670. =650 24$aASTM F 1671. =650 24$aElastic. =650 24$aSupport screen. =700 1\$aRoutson, LB.,$eauthor. =700 1\$aChaput, MP.,$eauthor. =700 1\$aLytle, CD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12087J.htm =LDR 02453nab a2200469 i 4500 =001 JTE12085J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12085J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12085J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC457 =082 04$a621.36/2$223 =100 1\$aStroup-Gardiner, M.,$eauthor. =245 10$aIdentifying Segregation in Hot Mix Asphalt Pavements Using Rolling Nuclear Gage Measurements and Infrared Imaging /$cM. Stroup-Gardiner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aPrevious research indicated that density, gradation, and asphalt content change due to segregation. A rolling nuclear gage capable of measuring both density and hydrogen count was evaluated for its ability to detect and measure both density and asphalt content. Eight projects (four recently constructed pavements and four during construction) were used to evaluate this instrument. Longitudinal density profiles were obtained for each project at transverse quarter points across the lane. Additional testing included infrared thermography and traditional destructive testing of cores. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHMA segregation. =650 \0$aNuclear density gages. =650 \0$ainfrared thermography. =650 \0$aThermography. =650 14$aHMA segregation. =650 24$aNuclear density gages. =650 24$aInfrared thermography. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12085J.htm =LDR 03389nab a2200517 i 4500 =001 JTE12080J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12080J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12080J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aBaratta, FI.,$eauthor. =245 14$aThe Effect of Load and Crack Misalignment on Stress Intensity Factors for Bend-Type Fracture Toughness Specimens /$cFI. Baratta, T. Fett. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aMode I and Mode II stress intensity factors (SIF) are presented for three-point bend specimens with misaligned locations of loadings and cracks. Such stress intensity factors were obtained through the application of the weight function technique and the particular stress distribution applicable to a three-point eccentrically loaded beam. Mode I and Mode II stress intensity factors for an eccentrically loaded four-point beam having a misaligned crack were obtained by superposing the data applicable to the load and crack on a misaligned three-point loaded beam. The results of these analyses were then employed to evaluate the effect of load and crack misalignment on Mode I and Mode II stress intensities of specimen configurations included in ASTM E 399 for Plane-Strain Fracture Toughness of Metallic Materials and in ASTM C 1421-99 for the Determination of Fracture Toughness of Advanced Ceramics at Ambient Temperature. The SIF ratios for Mode II-to-Mode I were also determined for both the eccentrically loaded three-point beam and the four-point beam having misaligned cracks. Differences in the Mode I stress intensities were determined for the cases where the load and crack misalignments are taken into account and those idealized cases where they are not. Finally, recommendations are presented to reduce, where necessary, these differences to an acceptable degree. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMode I. =650 \0$aLoad misalignment. =650 \0$aCrack misalignment. =650 \0$afracture mechanics. =650 \0$aFracture of materials. =650 14$aMode I. =650 24$aMode II stress intensity factors. =650 24$aFracture toughness bend specimens. =650 24$aLoad misalignment. =650 24$aCrack misalignment. =700 1\$aFett, T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12080J.htm =LDR 03400nab a2200589 i 4500 =001 JTE12078J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12078J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12078J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.7/35$223 =100 1\$aHossain, MS.,$eauthor. =245 10$aComparison and Evaluation of Tests for Coarse Aggregate Particle Shape, Angularity, and Surface Texture /$cMS. Hossain, F. Parker, PS. Kandhal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aParticle shape, angularity, and surface texture are critical properties in assessing aggregate usage for asphalt concrete. Fractured and flat and/or elongated particles are used in most specifications to assure quality. The particle index and uncompacted void tests indirectly measure particle shape, angularity, and surface texture and offer alternative options. Several methods were used to test crushed gravels and crushed stones. Test results were compared and evaluated. Fractured and flat and/or elongated particle tests are somewhat subjective for evaluating aggregate structural quality. The basis for determining percentages (mass or particle count) for fractured faces did not make any difference. However, the basis (mass or particle count) for computing percentages of particles with particular dimensional ratios (flat and/or elongated) should be clearly stated in specifications since the results are distinctly different. Procedures in ASTM D 4791 contain two methods for assessing particle shape, i.e., flat or elongated particles and flat and elongated particles. Percentages of flat and elongated are larger than flat or elongated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlat particle. =650 \0$aFractured face. =650 \0$aParticle index. =650 \0$aAggregate quality. =650 \0$aUncompacted voids. =650 \0$aElongated particle. =650 \0$aAggregate gradation. =650 \0$aAggregates (Building materials)$xTesting. =650 \0$aRoads$xDesign and construction$xQuality control. =650 14$aAggregate quality. =650 24$aFractured face. =650 24$aFlat particle. =650 24$aElongated particle. =650 24$aUncompacted voids. =650 24$aParticle index. =700 1\$aParker, F.,$eauthor. =700 1\$aKandhal, PS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12078J.htm =LDR 03057nab a2200769 i 4500 =001 JTE12086J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12086J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12086J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH6025 =082 04$a697.72$223 =100 1\$aBeers, PE.,$eauthor. =245 10$aRemedial Sealant Procedures for Fixed Glass and Curtain Walls /$cPE. Beers, KF. Yarosh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aA commonly prescribed remedy for fixed glass (non-operable windows) and curtain walls that are experiencing water leakage is to install new exterior sealants throughout the system. This is commonly referred to as "wet sealing." This method is commonly used on both new construction with water leakage problems and existing construction with aged sealants. Unfortunately, this repair solution is not always as easy as it sounds as there can be several complex details that must be addressed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWindow. =650 \0$aSealant. =650 \0$aCaulking. =650 \0$aSilicone. =650 \0$aWet seal. =650 \0$aFixed glass. =650 \0$aWeatherseal. =650 \0$aCurtain wall. =650 \0$aWater leakage. =650 \0$aWaterproofing. =650 \0$aBarrier system. =650 \0$aWeather-stripping. =650 \0$aPerimeter caulking. =650 \0$aWater infiltration. =650 \0$aCurtain walls$xDesign and construction. =650 \0$aWall panels. =650 \0$aHeat$xTransmission$xMathematical models. =650 14$aSealant. =650 24$aCaulking. =650 24$aSilicone. =650 24$aWet seal. =650 24$aCurtain wall. =650 24$aWindow. =650 24$aFixed glass. =650 24$aWater leakage. =650 24$aWater infiltration. =650 24$aBarrier system. =650 24$aWeather-stripping. =650 24$aWeatherseal. =650 24$aPerimeter caulking. =650 24$aWaterproofing. =700 1\$aYarosh, KF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12086J.htm =LDR 02599nab a2200517 i 4500 =001 JTE12084J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12084J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12084J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aBurgess, G.,$eauthor. =245 10$aExtension and Evaluation of Fatigue Model for Product Shock Fragility Used in Package Design /$cG. Burgess. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aEarlier work that incorporated fatigue into the description of the shock fragility of products is expanded to include more sophisticated models of failure. The robust nature of the original model, which treats fragile interior components as single-degree-of-freedom spring/mass systems deforming in an elastic/perfectly plastic manner under dynamic loading, is demonstrated in three ways. The first compares the model predictions with experimental results, which include the generic findings referenced in an ASTM standard. The second and third are based on comparisons with an exact analysis of elastic/linear plastic springs and an approximate analysis of the most general model possible. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aPackaging. =650 \0$aDamage boundary. =650 \0$aShock fragility. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aShock fragility. =650 24$aFatigue. =650 24$aDamage boundary. =650 24$aPackaging. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12084J.htm =LDR 02492nab a2200505 i 4500 =001 JTE12081J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12081J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12081J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5770.A1 =082 04$a658.56405$223 =100 1\$aNewsham, MD.,$eauthor. =245 10$aProduct/Package Interaction :$bEffect of Physical, Chemical, and Climatic Environments /$cMD. Newsham, JR. Giacin, SP. Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aProduct/package interactions were evaluated for three product/package systems: a bleach alternative laundry additive, an anti-bacterial surface cleaner, and a glass surface cleaner.The package system was comprised of high-density polyethylene bottles with induction-sealed closures.The physical environment was studied by comparing product/package systems that were exposed to simulated distribution testing with those that were not.The storage environments were ambient conditions at 73°F (23°C), and higher temperatures at 100, 120, and 140°F (38, 49, and 60°C) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPackage. =650 \0$aTesting. =650 \0$aChemical interaction. =650 \0$aPackaging. =650 \0$aPackaging machinery industry. =650 14$aPackage. =650 24$aChemical interaction. =650 24$aTesting. =700 1\$aGiacin, JR.,$eauthor. =700 1\$aSingh, SP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12081J.htm =LDR 02737nab a2200529 i 4500 =001 JTE12083J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12083J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12083J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH8139 =082 04$a693.9$223 =100 1\$aFarquhar, T.,$eauthor. =245 10$aMeasurement of Anchor Strength in Non-Rigid Substrates /$cT. Farquhar, MD. Conyers, JT. Dixon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThis study provides guidelines for measuring anchor strength in non-rigid substrates. ASTM Standard Test Method for Strength of Anchors in Concrete and Masonry Elements (E 48884) was designed to measure the "strength of anchors in concrete and masonry elements" and was never intended for use in flexible substrates. Hence, the load capacity of anchors installed in thin brittle materials like gypsum wallboard may be overestimated when measured in accordance with E 488. This is because ASTM E 488 imposes a reaction load around the anchor and delays the onset of pullout failure related to substrate bending. In contrast, the alternative test does not constrain the front surface of the substrate and can better reproduce the actual mechanisms of anchor failure in flexible materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAnchor strength. =650 \0$aGypsum wallboard. =650 \0$aFlexible substrates. =650 \0$aGypsum. =650 \0$aDrywall. =650 \0$aWallboard. =650 14$aAnchor strength. =650 24$aGypsum wallboard. =650 24$aASTM E 488. =650 24$aFlexible substrates. =700 1\$aConyers, MD.,$eauthor. =700 1\$aDixon, JT.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12083J.htm =LDR 02456nab a2200541 i 4500 =001 JTE12082J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12082J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12082J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHA31.2 =082 04$a519.5$223 =100 1\$aWang, W.,$eauthor. =245 14$aThe U Test for Outlier Detection in Normal Distributions with Known ? /$cW. Wang, T. Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aA new criterion is proposed for testing for outliers when the population standard deviation a is known. The advantage of this criterion is that no table is required and a fixed significance level can be selected. Compared with the current ASTM E 178 criterion for outlier rejection, under the same chance of making a Type I error, the U test has less chance of making a Type II error and therefore is a more powerful test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOutliers. =650 \0$aNair's statistic. =650 \0$aPowerful function. =650 \0$aStatistical criteria. =650 \0$aOutliers (Statistics) =650 \0$aObservations aberrantes (Statistique) =650 \0$aStatistische methoden. =650 14$aOutliers. =650 24$aPopulation standard deviation. =650 24$aNair's statistic. =650 24$aPowerful function. =650 24$aStatistical criteria. =700 1\$aWang, T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12082J.htm =LDR 02225nab a2200517 i 4500 =001 JTE12079J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12079J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12079J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA367 =082 04$a620.28$223 =100 1\$aGreenberg, Y.,$eauthor. =245 10$aUltrasonic Monitoring of a Low-Temperature Diffusion Bonding Process /$cY. Greenberg, D. Itzhak, G. Kohn. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aIn the present study, a method for ultrasonic monitoring of the quality of the diffusion bond between two metallic materials has been developed. By using the method, one can monitor the evolving bonding process and terminate the procedure when the bond has been established. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSilver coating. =650 \0$aDiffusion bonding. =650 \0$aUltrasonic monitoring. =650 \0$aSupersonics. =650 \0$aLevel indicators. =650 \0$aTechnology. =650 14$aDiffusion bonding. =650 24$aUltrasonic monitoring. =650 24$aSilver coating. =700 1\$aItzhak, D.,$eauthor. =700 1\$aKohn, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12079J.htm =LDR 03237nab a2200589 i 4500 =001 JTE104617 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104617$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104617$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN23 =082 04$a622/.028$223 =100 1\$aOzcelik, Yilmaz,$eauthor. =245 10$aEffect of Working Parameters on Excavation Rate and Specific Energy on Surface Treatment With Pure Water Jet /$cYilmaz Ozcelik, Raimondo Ciccu, Augusto Bortolussi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe purpose of this study is to investigate the effect of different operational variables such as traverse velocity, standoff distance, and pump pressure on the material removal rate (excavation rate) and specific energy in the surface treatment of stone with a pure water jet. In this study, these have been evaluated as performance parameters, and a specific method has been developed for material removal measurements and calculations. A set of 27 raster scanning tests was performed with a constant nozzle diameter (0.3 mm), distance between jet sweep lines (1.5 mm), and angle of inclination of the jet (30°) and varying standoff distances (50, 100, and 150 mm), traverse velocities (5, 15, and 25 m/min), and pump pressures (200, 250, and 300 MPa). It is observed that the excavation rate decreases as the standoff distance increases, whereas it increases with pressure. The specific energy increases with traverse velocity, standoff distance, and pressure, although it is not considered whenever the nozzle is moved fast and positioned away from the target. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEnergy. =650 \0$aMachining. =650 \0$aWater jet. =650 \0$aPerformance. =650 \0$aStone treatment. =650 \0$aSurface treatment. =650 \0$aAbrasives. =650 \0$aHydraulic mining. =650 \0$aWater jet cutting. =650 14$aWater jet. =650 24$aStone treatment. =650 24$aSurface treatment. =650 24$aEnergy. =650 24$aMachining. =650 24$aPerformance. =700 1\$aCiccu, Raimondo,$eauthor. =700 1\$aBortolussi, Augusto,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104617.htm =LDR 03312nab a2200517 i 4500 =001 JTE104356 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104356$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104356$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.A6 =082 04$a620.1861$223 =100 1\$aDilmec, Murat,$eauthor. =245 10$aDetailed Investigation of Forming Limit Determination Standards for Aluminum Alloys /$cMurat Dilmec, H. Selcuk Halkaci, Fahrettin Ozturk, Mevlut Turkoz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aIn this study, experimental studies were conducted to evaluate the differences between the ASTM E2218-02 and ISO 12004-2 standards that are used for construction of the forming limit curve (FLC) and that made various assumptions, which create dissimilar FLCs for the same material. The comparison was made for two materials which have moderate brittle and ductile characteristics, AA2024-T4 and AA5754-O alloys, respectively. The effects of a specimen's geometry, lubrication condition, and determination methods of limit strains on FLCs were considered and compared. Because the same strain evaluation method should be used for the standards, so as to be able to investigate the effect of only standards, a simple method in the computer grid analysis system was used. To test the validity and the reliability of the method, limit strains on the same specimens were also determined with using a real-time measurement method for the ISO experiments, and the results reveal that the method is reliable. Failure mechanisms were inspected for further investigation. The Nakajima specimens formed with the two standards showed different failure mechanisms. Finally, conducting the case studies, it was concluded that ISO 12004-2 yields more reliable and reproducible results than the ASTM standard. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFailure. =650 \0$aForming limit curve. =650 \0$aAluminum alloys. =650 \0$aAluminum alloys$xAnalysis. =650 14$aASTM E2218-02. =650 24$aISO 12004-2. =650 24$aForming limit curve. =650 24$aFailure. =700 1\$aHalkaci, H. Selcuk,$eauthor. =700 1\$aOzturk, Fahrettin,$eauthor. =700 1\$aTurkoz, Mevlut,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104356.htm =LDR 03644nab a2200577 i 4500 =001 JTE104109 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104109$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104109$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD151.2 .C64 1975 pt. 1 =082 04$a546.37$223 =100 1\$aBrown, Lloyd,$eauthor. =245 10$aFunctionally Graded Bronze/Tungsten-Carbide Castings :$bA Characterization and Property Study /$cLloyd Brown, Peter Joyce. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe contact resistance and wear behavior of electrical contact surfaces is a function of hardness, applied load, and material constituents. This work presents a characterization of the mechanical and physical properties of conducting alloys fabricated as functionally graded metal matrix composites (MMCs), in particular, tungsten-carbide-filled bronze. Tungsten-carbide reinforcing particles are attractive in this application for their high hardness and concomitant wear resistance. When used as bushings, bearings, and sleeve materials, bronze has improved wear performance with the addition of tungsten-carbide particles, which improves the hardness of the contact surface. Bronze might also be attractive as a potential electrical conductor when a need exists for high-strength, wear-resistant contact surfaces as found in circuit breakers and sliding electrical contacts. An overview of two types of MMC production methods, sedimentation and centrifugal casting, is presented. MMCs fabricated using the two different methods are compared and contrasted based on physical and mechanical properties. The use of centrifugal casting provides a more effective improvement in physical and mechanical properties plus significant improvement in hardness with relatively low reduction in base-material conductivity was observed. The centrifugal casting method allows for a more tailored product in terms of locating enhanced material properties within the casting. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aResistivity. =650 \0$aConductivity. =650 \0$aConducting alloys. =650 \0$aMaterial properties. =650 \0$aMechanical properties. =650 \0$aMetal matrix composite. =650 \0$aTungsten bronze. =650 \0$aVanadium alloys. =650 14$aMetal matrix composite. =650 24$aFunctionally graded composite. =650 24$aConducting alloys. =650 24$aMechanical properties. =650 24$aMaterial properties. =650 24$aResistivity. =650 24$aConductivity. =700 1\$aJoyce, Peter,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104109.htm =LDR 03254nab a2200589 i 4500 =001 JTE104251 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104251$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104251$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA438 =082 04$a625.7$223 =100 1\$aZollo, Ronald F.,$eauthor. =245 10$aAnalysis of Support Apparatus for Flexural Load-Deflection Testing :$bMinimizing Bias Caused by Arching Forces /$cRonald F. Zollo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aIt is in the best interests of standards development that bias and inter-laboratory variability be minimized in the reporting of test results. However, the apparatus sections of flexural test standards, such as ASTM C78, C1399, C1550, and C1609, may not adequately address important issues raised in this study that could adversely affect test results. Specifically, current standards specifications fail to address arching forces and effective span control. The mechanics of commonly applied journal-bearing-type support designs are analyzed and compared to an alternative ball or needle-bearing-type support design. The analysis demonstrates that significant bias can be introduced as a direct consequence of the mechanics that is the nature of journal-bearing-type supports. The analysis applies equally well to flexural tests involving small deformations of portland cement concrete or similar brittle materials, as it does to tests that are carried out involving relatively large deformations, such as with fiber-reinforced concrete. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlexural arching. =650 \0$aFlexural testing. =650 \0$aFlexural test bias. =650 \0$aBeam-support design. =650 \0$aFiber reinforced concrete. =650 \0$aFibercement. =650 \0$aFiber-reinforcedconcrete. =650 \0$aFibrous composites. =650 \0$aFibercomposites. =650 \0$aDuctility. =650 \0$aFlexuralstrength. =650 14$aFlexural testing. =650 24$aBeam-support design. =650 24$aLarge deflection apparatus. =650 24$aFlexural test bias. =650 24$aFlexural arching. =650 24$aFiber reinforced concrete. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104251.htm =LDR 03328nab a2200553 i 4500 =001 JTE20120170 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120170$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120170$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA355 =082 04$a620.2$223 =100 1\$aPrabhu, Saurabh,$eauthor. =245 10$aFeature Assimilation for Vibration Based Damage Detection /$cSaurabh Prabhu, Sez Atamturktur. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b45 =520 3\$aStructural health monitoring (SHM) technology for the early detection and mitigation of adverse structural effects, such as degradation or damage, is useful for enhancing the proactive maintenance of civil infrastructure. SHM techniques are advantageous because they eliminate the need for both a priori knowledge of the location of damage and access to the damaged portion of the structure. The underlying principle behind SHM involves measuring changes in a system's vibration response, which ultimately indicate changes in physical properties due to structural damage. A challenge to the successful application of SHM to civil infrastructure is the selection of suitable vibration response features that are highly sensitive to the presence and extent of damage while also having low sensitivity to extraneous noise. This study reveals that both damage and the noise sensitivity of vibration response features vary for different states of structural health; therefore, the selection of optimum features is dependent on the damage severity, which is of course not known a priori. This study illustrates that assimilating multiple low-dimensional features lessens this dependence and improves the sensitivity of the damage indicators for SHM diagnosis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFeature fusion. =650 \0$aDamage detection. =650 \0$aVibration testing. =650 \0$aFeature extraction. =650 \0$aSystem identification. =650 \0$aSound. =650 \0$aStructural dynamics. =650 14$aFeature fusion. =650 24$aStructural health monitoring. =650 24$aVibration testing. =650 24$aDamage detection. =650 24$aSystem identification. =650 24$aFeature extraction. =700 1\$aAtamturktur, Sez,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120170.htm =LDR 03563nab a2200565 i 4500 =001 JTE20120195 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120195$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120195$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96142$223 =100 1\$aLucon, Enrico,$eauthor. =245 10$aEffect of Electrical Discharge Machining (EDM) on Charpy Test Results from Miniaturized Steel SpecimensContribution of the National Institute of Standards and Technology (NIST), an agency of the U.S. government; not subject to copyright in the United States. /$cEnrico Lucon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b37 =520 3\$aElectrical discharge machining (EDM) is a manufacturing process whereby a desired shape is obtained through electrical discharges between an electrode and a workpiece, which are separated by a dielectric fluid. EDM produces a recast layer on the surface of the workpiece, which in carbon steels is typically harder and more brittle than the base metal, and is often characterized by microcracks. This type of damage, particularly in the notch region of a steel specimen, can adversely affect impact test results. The objective of this investigation is to assess the possible influence of EDM on miniaturized Charpy test results. We tested Kleinstprobe (KLST)-type Charpy specimens of two reactor pressure vessel (RPV) steels, machined with different combinations of two machining processes (EDM and milling). Comparison of the impact results, combined with metallographic observations and microhardness measurements on the recast layers and the base metals, indicated no detrimental effect of EDM on the impact toughness of the materials investigated. The maximum thickness of the recast layer was about 16 ?m, and the magnitude of the EDM-induced hardening varied between 34 % and 84 % with respect to the hardness of the base material, depending on the carbon content of the steel. No microcracks were observed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMilling. =650 \0$aHardening. =650 \0$aMicrocracks. =650 \0$aRecast layer. =650 \0$aKLST specimen. =650 \0$aMiniaturized Charpy test. =650 \0$aSteel$xMetallography. =650 \0$aSteel$xMetallurgy. =650 14$aElectrical discharge machining. =650 24$aMilling. =650 24$aMiniaturized Charpy test. =650 24$aKLST specimen. =650 24$aRecast layer. =650 24$aHardening. =650 24$aMicrocracks. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120195.htm =LDR 03492nab a2200601 i 4500 =001 JTE104589 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104589$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104589$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.8/5$223 =100 1\$aNguyen, Manh Tuan,$eauthor. =245 10$aFatigue Analysis of Asphalt Concrete under Indirect Tensile Mode of Loading Using Crack Images /$cManh Tuan Nguyen, Hyun Jong Lee, Jongeun Baek. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aIn this study, various fatigue criteria for indirect tensile (IDT) fatigue tests were evaluated and a new approach to identify the fatigue failure was proposed based on a crack-length criterion. The IDT fatigue tests were conducted to characterize the fatigue behavior of various asphalt mixtures, such as three warm mix asphalt mixtures and a polymer-modified asphalt mixture. During the IDT tests, digital cameras were mounted to monitor crack growth on the both faces of a specimen. Existing three fatigue failure criteria were evaluated regarding to fatigue-crack development. Then, a crack-length limit was proposed as a fatigue criterion. The IDT strength tests were also conducted to determine fracture energy of the mixtures. Based on the new fatigue criterion, a fatigue performance model was constituted with dissipated and fracture energy parameters. The fatigue model proposed in this study successfully predicted the fatigue lives of the mixtures with a high level of accuracy. The main advantage of this fatigue model is that it does not need a transfer function to convert the fatigue life to crack length or area, because fatigue-crack length is directly determined from the crack-length limit. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack image. =650 \0$aFracture energy. =650 \0$aIndirect tensile. =650 \0$aWarm mix asphalt. =650 \0$aDissipated energy. =650 \0$aFatigue criterion. =650 \0$aPavements, Asphalt concrete$xFatigue$xCongresses. =650 \0$aAsphalt concrete pavements. =650 \0$aPavement cracking. =650 \0$aStructural design. =650 14$aFatigue criterion. =650 24$aIndirect tensile. =650 24$aCrack image. =650 24$aDissipated energy. =650 24$aFracture energy. =650 24$aWarm mix asphalt. =700 1\$aLee, Hyun Jong,$eauthor. =700 1\$aBaek, Jongeun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104589.htm =LDR 03203nab a2200553 i 4500 =001 JTE20120014 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120014$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120014$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A63 =082 04$a625.85$223 =100 1\$aCao, Weidong,$eauthor. =245 10$aPerformance Evaluation of Asphalt-Rubber Stone Matrix Asphalt Mixtures with Warm Mix Asphalt Additives /$cWeidong Cao, Shutang Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aThree kinds of warm mix asphalt (WMA) additives (Sasobit, Evotherm, and CWA) were used in asphalt-rubber stone matrix asphalt (AR-SMA) to reduce the mixing and compaction temperatures of AR-SMA mixtures. In hot mix asphalt (HMA) mixture designs with the same air voids, the compaction temperatures of AR-SMA mixtures with different WMA additives were determined. The wheel tracking test, low temperature beam bending test, and indirect tensile test were conducted in order to evaluate the high temperature performance in terms of the resistance to rutting, the low temperature performance in terms of the resistance to cracking, and the moisture susceptibility of AR-SMA mixtures with WMA additives. The results indicate that the addition of Sasobit can improve high temperature performance significantly relative to the control mixture (AR-SMA without WMA additive), whereas the other additives yield no significant differences. Three WMA additives have significant effects on low-temperature performance, but they do not significantly increase moisture susceptibility relative to the control mixture. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAdditives. =650 \0$aPerformance. =650 \0$aAsphalt-rubber. =650 \0$aWarm mix asphalt. =650 \0$aStone matrix asphalt. =650 \0$aAsphalt$xAdditives. =650 \0$aPavements,Asphaltconcrete$xCracking. =650 \0$aPavements$xPerformance. =650 14$aAsphalt-rubber. =650 24$aStone matrix asphalt. =650 24$aWarm mix asphalt. =650 24$aAdditives. =650 24$aPerformance. =700 1\$aLiu, Shutang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120014.htm =LDR 02824nab a2200505 i 4500 =001 JTE20120105 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120105$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120105$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC175.47.B65 =082 04$a530.4/2$223 =100 1\$aTan, F. L.,$eauthor. =245 10$aExperimental Testing and Evaluation of Parameters on the Extraction of Water from Air Using Thermoelectric Coolers /$cF. L. Tan, S. C. Fok. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aAn experimental prototype is built to study the application of using the thermoelectric cooler (TEC) to extract water from air for daily consumption. This paper presents the experimental evaluation of parameters that influence the amount of water, which can be collected from condensation of water vapour in the air on the cooled surface. The investigation examines the power supply to the TEC and the air flow over the cold surface on the amount of condensate collected. Over a 3-h period with an average relative humidity of 77 %, the largest amount of water extracted from the air is about 50 mL for a cold surface area of 579.6 cm2. With an average power consumption of 89 W, the prototype produces condensation at 5340 kWh/kL. Although the prototype is currently not cost effective, the usage of TEC is promising as there is ample room for prototype improvement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHumidity. =650 \0$aDew point. =650 \0$aCondensation. =650 \0$aThermoelectric cooling. =650 14$aExtraction of water from air (EWA) =650 24$aThermoelectric cooling. =650 24$aCondensation. =650 24$aDew point. =650 24$aHumidity. =700 1\$aFok, S. C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120105.htm =LDR 02910nab a2200577 i 4500 =001 JTE20120183 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120183$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120183$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519.2/4$223 =100 1\$aZhang, Jian-ping,$eauthor. =245 10$aWhite OLED Weibull Life Prediction Using Maximum Likelihood Estimation /$cJian-ping Zhang, Jiong-lei Wu, Yu. Liu, Helen Wu, Aixi Zhou, Wen-li Wu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aA theoretical model using Weibull distribution and maximum likelihood estimation (MLE) was established to statistically analyze the test data, which were obtained by three groups of constant stress accelerated life tests. The life prediction software was applied to simplify the calculation and achieve organic light-emitting device (OLED) life estimation. The results indicate that the Weibull distribution is fit to describe white OLED life, and the precise accelerated parameter ? is particularly useful to predict the white OLED life within a shorter time, which provides significant guidelines to help engineers make decisions in design and manufacturing strategy from the aspect of reliability life. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLife prediction. =650 \0$aWeibull distribution. =650 \0$aAccelerated life test. =650 \0$aWeibulldistribution$xTextbooks. =650 \0$aProbabilities$xTextbooks. =650 \0$aProbabilities. =650 14$aWhite OLED. =650 24$aLife prediction. =650 24$aAccelerated life test. =650 24$aMLE. =650 24$aWeibull distribution. =700 1\$aWu, Jiong-lei,$eauthor. =700 1\$aLiu, Yu.,$eauthor. =700 1\$aWu, Helen,$eauthor. =700 1\$aZhou, Aixi,$eauthor. =700 1\$aWu, Wen-li,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120183.htm =LDR 03480nab a2200541 i 4500 =001 JTE103905 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103905$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103905$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA445 =082 04$a620.1366$223 =100 1\$aLuo, Hui,$eauthor. =245 10$aApplication Research on Anti-Cracking Agent for Semi-Rigid Base /$cHui Luo, Hong-Ping Zhu, Jian-Ming Zi, Ying Wang, Yong-Fa Lu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aSemi-rigid base materials have been widely used in recent years. However, this material is easy to crack, which adversely affects the performance of the pavement. In this paper, an innovative reclaimed phosphogypsum-based material is used as an anti-cracking agent added in the semi-rigid base. Several laboratory tests and field observations have been taken to evaluate the potential of the material that we are proposing to be used as an anti-cracking agent. The shrinkage tests show that the shrink space of the road base caused by the variations of the temperature and humidity has decreased dramatically because of the involvement of the anti-cracking agent. The influence of the delay on the molding time and on the strength of gravel mixtures is also analyzed, and the results show that the anti-cracking agent has a slow setting performance. By adding an anti-cracking agent into the semi-rigid base material, early strength of the material is enhanced, curing period is shortened, and lasting quality is improved. The continuous construction of the base and asphalt pavement are technically feasible in the testing road because of the excellent expansion, densification, and water-resistance characteristics of the anti-cracking agent. As a result, cracks in the pavement can be retarded or lightened, and, thus, the pavement service life can be extended. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShrinkage test. =650 \0$aAnti-cracking agent. =650 \0$aReinforced concrete$xCracking. =650 \0$aReinforced concrete$xFracture. =650 \0$aReinforced concrete. =650 14$aAnti-cracking agent. =650 24$aRoad. =650 24$aShrinkage test. =650 24$aContinuous construction of the base and asphalt pavement. =700 1\$aZhu, Hong-Ping,$eauthor. =700 1\$aZi, Jian-Ming,$eauthor. =700 1\$aWang, Ying,$eauthor. =700 1\$aLu, Yong-Fa,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103905.htm =LDR 03087nab a2200517 i 4500 =001 JTE20120190 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120190$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120190$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP261.H9 =082 04$a333.79/68$223 =100 1\$aLee, Dongsun,$eauthor. =245 13$aAn Investigation of Hydrogen Environment Effect on the Strain Aging of Low-Carbon Steel through Vickers Hardness Test /$cDongsun Lee, Aki-nori Yamamoto, Yasuji Oda, Hiroshi Noguchi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aIn recent years, increasing attention has been paid to the effect of a hydrogen environment on the fatigue limit of hydrogen-power systems and infrastructure. In carbon steel, strain aging is one of the important factors influencing non-propagating crack behavior, which is related to the fatigue limit. In the present study, to investigate the effects of hydrogen on the strain aging of low-carbon steel (0.13 % carbon steel), Vickers hardness tests were carried out on the carbon steel. A couple of 0.13 % carbon steel specimens with a large-scale plastic zone were aging heat-treated; one was a hydrogen-charged specimen, whereas the other was an uncharged specimen. The Vickers hardness of the hydrogen-charged specimen was found to be lower than that of the uncharged specimen. This observation implies that hydrogen inhibits strain-aging hardening of low-carbon steel. The observation also suggests that hydrogen could affect the non-propagating crack behavior through the inhibition of strain aging. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrain aging. =650 \0$aVickers hardness. =650 \0$aHydrogen embrittlement. =650 \0$aFuel cells$xResearch. =650 \0$aGlobal warming$xPrevention. =650 14$aStrain aging. =650 24$aHydrogen embrittlement. =650 24$aVickers hardness. =700 1\$aYamamoto, Aki-nori,$eauthor. =700 1\$aOda, Yasuji,$eauthor. =700 1\$aNoguchi, Hiroshi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120190.htm =LDR 03550nab a2200565 i 4500 =001 JTE104639 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104639$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104639$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aHossain, Zahid,$eauthor. =245 10$aBehavior of Selected Warm Mix Asphalt Additive Modified Binders and Prediction of Dynamic Modulus of the Mixes /$cZahid Hossain, Musharraf Zaman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b35 =520 3\$aThis study evaluated the viscoelastic properties of a performance grade binder modified with different dosages of a selected wax-based warm mix asphalt (WMA) additive (WMA1). The effects of reduced rolling thin film oven (RTFO) aging on the stiffness of the WMA1-modified binder were also evaluated. The viscoelastic properties of the modified binders were then used to estimate the dynamic modulus (E*) values of the WMA mixes through time temperature superposition principles. Furthermore, the effects of a selected liquid anti-stripping agent (ASA), ASA1, on the properties of the WMA1-modified binder were investigated. It was observed that the linear viscoelastic limits of WMA1-modified binders decreased with an increasing dosage of WMA1. Reduced RTFO aging was found to have significant effects on the stiffness of the WMA1-modified binder. The Hirsch model was found to provide better approximations of the E* values than the Witczak model. The Witczak model, based on dynamic shear rheometer data, was found to significantly underestimate the E* values. Although ASA1 did not reduce the beneficial effects of WMA1, it was found to increase the E* values of the WMA mix. The findings of this study are expected to offer transportation professionals a better understanding of the evaluation of WMA binders and mixes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStripping. =650 \0$aDynamic modulus. =650 \0$aWarm mix asphalt. =650 \0$aViscoelastic properties. =650 \0$aAsphalt concrete$vHandbooks, manuals, etc. =650 \0$aMixtures$xDesign$vHandbooks, manuals, etc. =650 \0$aPavements, Asphalt concrete$xMaterials$vHandbooks, manuals, etc. =650 \0$aWarm mix paving mixtures. =650 \0$aMix design. =650 14$aMEPDG. =650 24$aDynamic modulus. =650 24$aViscoelastic properties. =650 24$aWarm mix asphalt. =650 24$aStripping. =700 1\$aZaman, Musharraf,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104639.htm =LDR 03687nab a2200541 i 4500 =001 JTE20120037 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120037$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120037$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aPR9199.3.A8 =082 04$a813/.54$223 =100 1\$aChen, Cheng-Che,$eauthor. =245 10$aFuzzy Testing for Regression Coefficient of Fuzzy Numbers /$cCheng-Che Chen, Chun-Mei Lai, Wen-Chi Sun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aStatistical regression analysis is one of the important statistical methods and has been widely applied to different scientific areas. Classical regression analysis models are limited to crisp data. In practice, however, data are usually imprecise because data are difficult to measure precisely or data are determined subjectively. When dealing with fuzzy data, using classical regression analysis method to test the regression coefficient would be improper and lead to an incorrect decision. Regarding the topic of fuzzy regression analysis, most of the related literature focused on presenting methods of estimating regression coefficient in order to improve the ability of data interpreting. Unfortunately, those studies ignored the significance of the regression coefficient. That is, after constructing a fuzzy linear regression model, the regression coefficient must be tested as to whether they have the statistical meaning or not. The purpose of this paper is to develop a fuzzy testing method to test the regression coefficient with fuzzy data. Under the environment of crisp hypothesis, crisp critical value, and fuzzy data, the upper bound and lower bound of ?-cuts of fuzzy testing statistics can be obtained based on ?-cuts of fuzzy sets and extension principle. The membership function of fuzzy testing statistics can then be constructed. Finally, based on the membership function, a fuzzy testing method is developed to analyze those fuzzy data and further to make a statistical decision. Because the proposed testing method is based on membership function, when the data are crisp, the proposed approach can degenerate to the classical testing method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFuzzy data. =650 \0$aRegression. =650 \0$aFuzzy number. =650 \0$aFuzzy testing. =650 \0$aEnvironmental disasters. =650 \0$aRegression(Civilization) =650 \0$aScience fiction. =650 14$aFuzzy data. =650 24$aFuzzy number. =650 24$aRegression. =650 24$aFuzzy testing. =700 1\$aLai, Chun-Mei,$eauthor. =700 1\$aSun, Wen-Chi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120037.htm =LDR 03556nab a2200577 i 4500 =001 JTE20120169 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120169$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120169$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC662.18 =082 04$a616.4/624$223 =100 1\$aPepper, M. Reese,$eauthor. =245 10$aEvaluation of Adult Body Adiposity, Size, and Shape by Stereovision Imaging /$cM. Reese Pepper, Jeanne H. Freeland-Graves, Wurong Yu, Phillip R. Stanforth, Bugao Xu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b44 =520 3\$aOverweight and obesity status is often categorized by body mass index (BMI), although this is not a measurement of body fat. Adiposity, especially in the abdominal area, is a better predictor of obesity-related diseases. However, current methods for assessment of body composition have limitations of bulkiness and expense. The purpose of this study was to evaluate a stereovision imaging system for analysis of body fat. A sample of 105 subjects was measured for body volume using the stereovision imaging system, as compared to air displacement plethysmography and hydrodensitometry. Body density was calculated from total body volume via stereovision imaging, air displacement plethysmography, and hydrodensitometry with weight. Then fat was computed via the Siri equation, and compared to body fat measurements via dual energy X-ray absorptiometry. Mean volume and fat measurements by stereovision and air displacement plethysmography did not differ significantly (mean differences -0.07 ± 0.17 L, -0.36 ± 0.82 kg, respectively, P > 0.05). Stereovision measurements of regional body volumes, lengths, and circumferences were used to develop a prediction equation via internal cross-validation for improved estimation of fat mass. This prediction equation reduced variation in individuals and improved effectiveness of the stereovision imaging system. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAdiposity. =650 \0$aBiomedical engineering. =650 \0$aBody composition. =650 \0$aFat mass. =650 \0$aStereovision. =650 \0$aDrug Discovery. =650 \0$aMedicine. =650 14$aBody composition. =650 24$aStereovision. =650 24$aFat mass. =650 24$aAdiposity. =650 24$aBiomedical engineering. =700 1\$aFreeland-Graves, Jeanne H.,$eauthor. =700 1\$aYu, Wurong,$eauthor. =700 1\$aStanforth, Phillip R.,$eauthor. =700 1\$aXu, Bugao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120169.htm =LDR 03076nab a2200565 i 4500 =001 JTE20120161 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120161$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120161$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD61 =082 04$a660.284298$223 =100 1\$aMertz, A. M.,$eauthor. =245 10$aUnderstanding Melt Index and ASTM D1238 /$cA. M. Mertz, A. W. Mix, H. M. Baek, A. J. Giacomin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b42 =520 3\$aIn plastics manufacturing, the melt flow index (MFI) is used as a routine indicator of rheological behavior when more expensive and laborious determinations of well-defined material functions are impractical. The MFI is the mass flow rate in a pressure driven flow through a standardized abrupt cylindrical contraction into a short tube performed under a standardized combination of pressure drop and temperature. In this paper, we use a finite element model to explore the connections between rheological properties and melt index. We explore the role of shear thinning by modeling the flow through the melt indexer using the Bird-Carreau model. We then explore the role of melt viscoelasticity in the MFI using the corotational Maxwell model. We present our results in dimensionless charts designed to help plastics engineers specify the MFI of a plastic for an industrial manufacturing process of known material functions. Worked examples are included to show how to use the results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMelt index. =650 \0$aMelt flow rate. =650 \0$aMelt flow index. =650 \0$aBird-Carreau model. =650 \0$aMeltcrystallization. =650 \0$aZone melting. =650 14$aMelt index. =650 24$aMelt flow index. =650 24$aMelt flow rate. =650 24$aASTM D1238. =650 24$aCorotational Maxwell model. =650 24$aBird-Carreau model. =700 1\$aMix, A. W.,$eauthor. =700 1\$aBaek, H. M.,$eauthor. =700 1\$aGiacomin, A. J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120161.htm =LDR 03864nab a2200433 i 4500 =001 JTE20120171 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120171$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120171$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC21 =082 04$a530$223 =100 1\$aEvenson, Janet,$eauthor. =245 14$aThe Effects of Accelerated Heat and Light Aging on Textiles Marked with Fabric Marking PensAuthors conducted an informal survey about marking pen usage in quilting with quiltmakers at the annual convention of the Nebraska State Quilt Guild in Omaha, NE, July 25, 2002. /$cJanet Evenson, Patricia Cox Crews. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aTemporary fabric marking pens are popular products among quilters and home sewers. However, no published studies exist concerning long-term effects of temporary marking pens to help consumers make informed decisions. The purpose of this study was twofold: (1) to determine whether temporary marking pens in combination with ink removal treatments contribute to degradation or discoloration of fabrics over time, and (2) to determine whether marking pen ink that remains on fabric for 30 days can be successfully removed and thereby avoid discoloration of quilts or other home sewing projects. Specimens were marked with one of three brands of marking pen (Dritz, Clover and Crayola) and subjected to ink removal treatments (eraser pen, water, or no treatment), followed by heat or light aging. Changes in color and strength were measured. Results showed that the water immersion ink removal treatment was the most effective method for removing marking pen ink and was associated with much less discoloration than eraser pen ink removal treatments. Eraser pens caused statistically significant discoloration following both light and heat aging on both fabric types. They proved to be an undesirable ink removal treatment. Temporary marking pen inks, if rinsed out thoroughly using a water immersion treatment, do not result in discoloration or strength losses when exposed to heat and light aging. This suggests that consumers should use marking pens only if they launder their newly completed projects. Results also show that consumers may complete quilting and sewing projects over a period of several weeks without concern about ink removal because marked fabric specimens given a water immersion treatment within 30 days exhibited no more discoloration than the control specimens. Results of this study could influence the ink removal recommendations that manufacturers list on the packaging and the practices of quilters and home sewers who use the products. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMechanics. =650 \0$aPhysics. =650 \0$aSound. =700 1\$aCrews, Patricia Cox,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120171.htm =LDR 03449nab a2200613 i 4500 =001 JTE20120006 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120006$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120006$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.C3 =082 04$a620.1/93$223 =100 1\$aLi, Xiaofeng,$eauthor. =245 10$aMeasuring Mechanical Properties of the 3D Carbon/Carbon Composite Using Automated Grid Method /$cXiaofeng Li, Zhongwei Zhang, Lijun Qin, Xiaoguang Yang, Zhihai Feng, Yang Wang, Hong Miao, Linghui He, Xinglong Gong. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aA precise measurement, which was based on the automated grid method, was developed to analyze the mechanical properties of a three-dimensional reinforced carbon/carbon composite under tensile and shear loading conditions. Young's moduli and Poisson's ratios of the carbon/carbon composites were studied by means of unidirectional tension testing, and the shear modulus was measured using the Iosipescu shear testing technique. The contact measurement method also was applied to test the tensile strain, and a more sophisticated method based on the digital image correlation technique was applied to test the shear strain. All the testing results obtained from the different methods agree well with one another, and the analysis indicates that the automated grid method is appropriate for testing the mechanical properties of carbon/carbon composites. Based on the stress state analysis, the Young's modulus along the wrap or weft fiber orientations of the carbon/carbon composite can be obtained via the Iosipescu shear test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIosipescu shear test. =650 \0$aAutomated grid method. =650 \0$aMechanical properties. =650 \0$aCarbon/carbon composites. =650 \0$aGraphite. =650 \0$aCarbon. =650 14$aCarbon/carbon composites. =650 24$aMechanical properties. =650 24$aNon-contact measurement method. =650 24$aAutomated grid method. =650 24$aIosipescu shear test. =700 1\$aZhang, Zhongwei,$eauthor. =700 1\$aQin, Lijun,$eauthor. =700 1\$aYang, Xiaoguang,$eauthor. =700 1\$aFeng, Zhihai,$eauthor. =700 1\$aWang, Yang,$eauthor. =700 1\$aMiao, Hong,$eauthor. =700 1\$aHe, Linghui,$eauthor. =700 1\$aGong, Xinglong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120006.htm =LDR 03534nab a2200577 i 4500 =001 JTE20120022 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120022$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120022$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL670.3 =082 04$a629.1/3334/09$223 =100 1\$aLin, S. J.,$eauthor. =245 10$aAircraft Turbine Engine Manufacturing with Multiple Specifications /$cS. J. Lin, D. L. Yang, F. T. Cheng, M. F. Wu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe blade is a key part of an aircraft engine because its geometry and manufacturing quality affect engine performance and the lift time of the airplane. Therefore, blade inspection is a key aspect of engine quality. Measuring and analyzing airfoil section parameters and geometric tolerance are essential but complex tasks in blade inspection. This study focuses on the airfoil geometry. Dimensional inspection of complex geometry parts by coordinate measuring machines is a common practice in both the automotive and aerospace industries. The conventional approach is to accept or reject parts according to inspection data. This study used a method of evaluating the capability of the blade manufacturing process to produce blades that conform to the profile specifications. The blade is possessed of multiple characteristics. All these characteristics influence the blade manufacturing process yield. An overall yield measure index CpkT is used for performing accurate yield assessments of processes with multiple characteristics. That is, the index is a generalization of the index Cpk. The applied method measures the process capability to produce a blade that meets the manufacturing specifications considering multiple product quality characteristics, including the segments of the airfoil section. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAirfoil section. =650 \0$aBlade inspection. =650 \0$aCapability assessment. =650 \0$aMultiple characteristics. =650 \0$aProcess capability index. =650 \0$aAirplanes$xHistory. =650 \0$aAirplanes$xDesign and construction$xHistory. =650 \0$aAircraft$xEngineering. =650 14$aCapability assessment. =650 24$aMultiple characteristics. =650 24$aAirfoil section. =650 24$aBlade inspection. =650 24$aProcess capability index. =700 1\$aYang, D. L.,$eauthor. =700 1\$aCheng, F. T.,$eauthor. =700 1\$aWu, M. F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120022.htm =LDR 02927nab a2200517 i 4500 =001 JTE104563 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104563$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104563$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.76.E95 =082 04$a006.3$223 =100 1\$aLiao, Chin-Nung,$eauthor. =245 13$aAn Evaluation Model Using Fuzzy TOPSIS and Goal Programming for TQM Consultant Selection /$cChin-Nung Liao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aThere are many businesses implementing total quality management (TQM) to obtain a competitive advantage and achieve business objectives. However, few businesses have addressed external consultant selection for the successful implementation of a TQM program in business quality management. The decisions made in a TQM program usually involve several objectives or criteria, and it is often necessary to make compromises when choosing from among possibly conflicting factors. In this paper, a novel method integrates the fuzzy analytical hierarchy process (FAHP), the fuzzy technique for order preference by similarity to an ideal solution (TOPSIS), and multi-segment and choice goal programming (MSCGP) methods to solve TQM consultant selection problems. A real-life case study is presented to illustrate the application of the proposed method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDecision-making. =650 \0$aGoal programming (GP) =650 \0$aExpert systems (Computer science) =650 \0$aNeural networks (Computer science) =650 \0$aFuzzy systems. =650 \0$aFuzzy logic. =650 14$aTotal quality management (TQM) =650 24$aFuzzy analytical hierarchy process (FAHP) =650 24$aTechnique for order preference by similarity to an ideal solution (TOPSIS) =650 24$aGoal programming (GP) =650 24$aDecision-making. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104563.htm =LDR 02029nab a2200505 i 4500 =001 JTE11067J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11067J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11067J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a624.1/8$223 =100 1\$aLankford, J.,$eauthor. =245 10$aDiscussion of "On the Quantitative Analysis of Fatigue Crack Propagation" by A. J. McEvily /$cJ. Lankford, ME. Fine, C. Alstetter, JR. Davidson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack propagation. =650 \0$aFatigue (materials) =650 \0$aQuantitative analysis. =650 \0$aBuilding materials$xFatigue. =650 \0$aBuilding materials$xService life. =650 14$aFatigue (materials) =650 24$aCrack propagation. =650 24$aQuantitative analysis. =700 1\$aFine, ME.,$eauthor. =700 1\$aAlstetter, C.,$eauthor. =700 1\$aDavidson, JR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11067J.htm =LDR 03392nab a2200673 i 4500 =001 JTE11063J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11063J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11063J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710 =082 04$a624.1/5136$223 =100 1\$aGangopadhyay, CR.,$eauthor. =245 10$aOne-Dimensional Consolidation Under Linear Loading /$cCR. Gangopadhyay, U. Bhattacharya. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aA nonlinear theory of consolidation under linear loading is formulated for various load-increment ratios. Variable coefficients of permeability and volume decrease and constant coefficient of consolidation are assumed during consolidation. The results obtained for a very small load-increment ratio very closely follow those of Schiffman's linear loading theory. A hydraulic loading odometer having provisions for applying linear loading and multipoint pore-pressure measurement is developed. Laboratory linear loading tests on kaolin and Calcuttta silty clay under a load-increment ratio K of 0.25 indicate that the experimental pore pressures dissipate at a faster rate than predicted by both non-linear and Schiffman theories. Improved agreement between experiment and theories are observed for K = 4. A quasi-preconsolidation effect is observed during early stages of consolidation. The void ratio effective stress relationship based on base pore pressures and isochrones obtained during slow rate of linear loading tests very closely follows the curve determined conventionally. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aClays. =650 \0$aTests. =650 \0$aOdometer. =650 \0$aIsochrone. =650 \0$aVoid ratio. =650 \0$aConsolidation. =650 \0$aLinear loading. =650 \0$aSoil mechanics. =650 \0$aEffective stress. =650 \0$aPore-water pressures. =650 \0$aSettlement (structural) =650 \0$aSoilmechanics. =650 14$aClays. =650 24$aConsolidation. =650 24$aSoil mechanics. =650 24$aSettlement (structural) =650 24$aTests. =650 24$aEffective stress. =650 24$aIsochrone. =650 24$aLinear loading. =650 24$aOdometer. =650 24$aVoid ratio. =650 24$aPore-water pressures. =700 1\$aBhattacharya, U.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11063J.htm =LDR 02469nab a2200589 i 4500 =001 JTE11064J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11064J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11064J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD469 =082 04$a541.396$223 =100 1\$aMeletis, EI.,$eauthor. =245 10$aTechniques for Determination of the Crystallographic Characteristics of Environmentally Induced Brittle Fractures /$cEI. Meletis, RF. Hochman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aFive methods for determination of the crystallography of transgranular, environment-assisted fractures are described. The application of these methods is illustrated in order to obtain the macrocrystallography and microcrystallography of fractographic features. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCracks. =650 \0$aCorrosion. =650 \0$aTrace analysis. =650 \0$aPhotogrammetric methods. =650 \0$aEtch-pit characterization. =650 \0$aCrystallography. =650 \0$aChemical bonds. =650 \0$aMolecules. =650 14$aPhotogrammetric methods. =650 24$aCracks. =650 24$aCrystallography. =650 24$aCorrosion. =650 24$aElectron channeling pattern analysis. =650 24$aEtch-pit characterization. =650 24$aCrack-feature replication. =650 24$aTrace analysis. =700 1\$aHochman, RF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11064J.htm =LDR 02898nab a2200529 i 4500 =001 JTE11069J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11069J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11069J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN800 =082 04$a553.2/4$223 =100 1\$aStahl, RG.,$eauthor. =245 14$aThe Quality of Runoff from Model Coal Piles /$cRG. Stahl, EM. Davis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aFour different coals were tested under controlled laboratory conditions of simulated rainfall events over a 120-day period to determine some of the changes in the quality of the runoff. Illinois #6, Western Kentucky, Montana Nerco, and Central Texas lignite coal-pile runoffs were analyzed for 13 standard water quality parameters. Ranges of the average values for those runoffs were pH, 2.2 to 7.1; oxidation-reduction potential, -3 to 284 mV; conductivity, 200 to 5833 ?mhos/cm; turbidity, 5 to 98, number of transfer units; ammonia, 0.2 to 1.0 mg/L; nitrate 0.3 to 27.0 mg/L, organic nitrogen, 9 to 50 mg/L; sulfate, 65 to 7211 mg/L; total organic carbon, 6 to 70 mg/L; inorganic carbon, 2.6 to 21 mg/L; biochemical oxygen demand <5 to 20 mg/L; chemical oxygen demand, 65 to 744 mg/L; and suspended solids (nonfiltrable residue) 54 to 596 mg/L. This research demonstrated some of the qualities of runoff that may be expected from stockpiles of these four representative coals. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRunoff. =650 \0$aWater quality. =650 \0$aWater pollution. =650 \0$aCoal pile runoff. =650 \0$aCoal. =650 \0$aCoal$xEnvironmental aspects. =650 \0$aPollutants$xCoal. =650 14$aWater quality. =650 24$aWater pollution. =650 24$aRunoff. =650 24$aCoal pile runoff. =700 1\$aDavis, EM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11069J.htm =LDR 02970nab a2200565 i 4500 =001 JTE11071J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11071J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11071J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQP519.9.F58 =082 04$a616.07/56$223 =100 1\$aHo, CL.,$eauthor. =245 12$aA Rapid Method for Determining Triuranium Octoxide (U3O8) by Fluorometry /$cCL. Ho, B. Dupre, C. Mahan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aA rapid method for determining triuranium octoxide (U3O8) in geologic, biologic, and water samples by fluorometry is described. Release of total U3O8 from geologic samples was accomplished by fusing samples with lithium tetraborate at 1040°C (1904°F) and subsequently dissolving the molten sample in 1.6N nitric acid. U3O8 in biologic samples and in association with organic substances in water was liberated by oxidation with concentrated nitric acid. U3O8 in 1.6N nitric acid was complexed with trioctylphosphine oxide and extracted into cyclohexane. The recovery of 0.1-?g U3O8 in the presence of 100 to 500 ?g each of potential interfering elements ranged from 99 to 105%. Results on reference samples corresponded well to the reported values. The new method proved to be more reproducible and efficient than the method that uses ethyl acetate extraction from a saturated aluminum nitrate solution for determining total U3O8 in geologic samples. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMethods. =650 \0$aUranium. =650 \0$aOxidation. =650 \0$aFluorometers. =650 \0$aFluorometry. =650 \0$aBiomolecules$xAnalysis. =650 \0$aClinical chemistry. =650 14$aFluorometers. =650 24$aUranium. =650 24$aOxidation. =650 24$aMethods. =650 24$aU3O8. =650 24$aFluorometry. =700 1\$aDupre, B.,$eauthor. =700 1\$aMahan, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11071J.htm =LDR 02863nab a2200565 i 4500 =001 JTE11072J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11072J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11072J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA459 =082 04$a620.1623$223 =100 1\$aFishman, MJ.,$eauthor. =245 12$aA Standard-Reference Water-Suspended Sediment Sample for Total Recoverable Metals /$cMJ. Fishman, BA. Malo, DK. Boyle. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThe U.S. Geological Survey has been preparing and maintaining a library of standard-reference water samples for dissolved inorganic constituents for 19 years. Recently, the reference-sample program was expanded to include a water-suspended sediment mixture for the determination of total recoverable metals. An interlaboratory round-robin study was conducted. Digestion procedures used by the U.S. Geological Survey and the U.S. Environmental Protection Agency were used to solubilize the metals before their measurement. The data indicate the both digestion procedures for total recoverable metals are essentially equivalent. Precision data are comparable to those data obtained in standard-reference water samples for dissolved metals. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWater analysis. =650 \0$aQuality control. =650 \0$aStatistical analyses. =650 \0$aWater quality standards. =650 \0$aMetals. =650 \0$aCorrosion and anti-corrosives. =650 \0$aAlloys$xCorrosion. =650 14$aMetals. =650 24$aStatistical analyses. =650 24$aWater analysis. =650 24$aQuality control. =650 24$aStandard reference materials. =650 24$aWater quality standards. =700 1\$aMalo, BA.,$eauthor. =700 1\$aBoyle, DK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11072J.htm =LDR 02911nab a2200589 i 4500 =001 JTE11062J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11062J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11062J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.16$223 =100 1\$aEarly, JG.,$eauthor. =245 13$aAn Evaluation Method for Comparing Domestic and Foreign Materials Specifications /$cJG. Early, HL. Hime. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aConsistent decisions on the degree of equivalence between metal specifications of different national origins cannot be made only on the basis of chemical composition and direct comparison of mechanical property numbers. There are numerous additional factors, which, if present, can influence the determination of equivalency because of their effect on property requirements. In order to remove the uncertainty in this decision-making process, these additional factors must be evaluated in each comparison. A generalized approach has been developed in which evaluation criteria have been identified and discussed in terms of their role in the determining of equivalence. These criteria are presented as part of a guideline for conducting material specification comparisons. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMetals. =650 \0$aEquivalence. =650 \0$aTest requirements. =650 \0$aComparison methodology. =650 \0$aForeign specifications. =650 \0$aMaterials specifications. =650 \0$aMetals$xMechanical properties. =650 14$aMetals. =650 24$aMaterials specifications. =650 24$aEquivalence. =650 24$aComparison methodology. =650 24$aForeign specifications. =650 24$aTest requirements. =650 24$aASTM. =650 24$aDIN. =650 24$aJIS. =700 1\$aHime, HL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11062J.htm =LDR 02117nab a2200469 i 4500 =001 JTE11066J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11066J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11066J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA459 =082 04$a620.1623$223 =100 1\$aArfelli, W.,$eauthor. =245 10$aQuantitative Determination of Metals in Oils by Atomic Absorption Spectrophotometry :$bInorganic Standards in Acidified Emulsions /$cW. Arfelli. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aIntroducing the emulsion of an oil into the flame of an atomic absorption spectrophotometer, instead of introducing the solution of the oil or ash extract, may afford an advantage. A number of these "emulsification" procedures are summarized schematically. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEmulsification. =650 \0$aMetals. =650 \0$aCorrosion and anti-corrosives. =650 \0$aAlloys$xCorrosion. =650 14$aAtomic absorption spectrophotometry. =650 24$aEmulsification. =650 24$aMetals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11066J.htm =LDR 02979nab a2200613 i 4500 =001 JTE11068J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11068J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11068J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aPZ7.H6844 =082 04$a398.2095662/04529775$223 =100 1\$aWurtz, CB.,$eauthor. =245 12$aA Twelve-Year Macroinvertebrate Study in the Vicinity of Two Thermal Discharges to the Susquehanna River Near York Haven, PA /$cCB. Wurtz, WF. Skinner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe macroinvertebrate fauna of a 14.5-km segment of the Susquehanna River in the vicinity of York Haven, PA was sampled each August for twelve successive years (1967 through 1978) in relation to two power plant thermal discharges. A total of 223 species was collected. Of these, 19 species commonly occurred and were considered to form the basic macroinvertebrate community. Discharges from the power plant with natural draft cooling towers (Three Mile Island Nuclear Station) had no significant effect on the downstream community. Discharges from the once-through cooling plant (Brunner Island Steam Electric Station) reduced the number of macroinvertebrate species in the plume of the discharge. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEcology. =650 \0$aThermal impact. =650 \0$aSusquehanna River. =650 \0$aMacroinvertebrates. =650 \0$aFossil power plants. =650 \0$aNuclear power plants. =650 \0$aWater. =650 \0$aBeads. =650 \0$aRemorse. =650 14$aWater. =650 24$aEcology. =650 24$aNuclear power plants. =650 24$aFossil power plants. =650 24$aThermal impact. =650 24$aMacroinvertebrates. =650 24$aThree Mile Island Nuclear Station. =650 24$aBrunner Island Steam Electric Station. =650 24$aSusquehanna River. =700 1\$aSkinner, WF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11068J.htm =LDR 02815nab a2200565 i 4500 =001 JTE11065J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11065J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11065J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aPN2287.H45 =082 04$a791.43/028/092$223 =100 1\$aWood, RC.,$eauthor. =245 14$aThe Sandwich Method-A Proposed Approach to the Measurement of Oxygen Transmission Rate Through Moisture-Sensitive Barrier Films /$cRC. Wood. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aA technique for measuring the oxygen transmission rate characteristics of moisture-sensitive barrier films is described. In this method, the operator constructs a thin sandwich in which the test specimen is confined between moist tissues and cover slips of an oxygen-transparent material. The assembled "sandwich" is tested in a conventional manner using the ASTM Test for Oxygen Gas Transmission Rate Through Plastic Film and Sheeting Using a Coulometric Sensor (D 3985). Using appropriate salt solutions, it has been found possible to develop profiles and measure the transmission characteristics of films exposed to different humidity environments. Preliminary tests using specimen duplicates indicate that the method is reproducible. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOxygen. =650 \0$aTesting. =650 \0$aPermeability. =650 \0$aSalt solutions. =650 \0$aSandwich method. =650 \0$aTransmission rate. =650 \0$aFilms. =650 \0$aMotion picture actors and actresses. =650 14$aFilms. =650 24$aPermeability. =650 24$aTransmission rate. =650 24$aOxygen. =650 24$aTesting. =650 24$aSandwich method. =650 24$aSalt solutions. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11065J.htm =LDR 03572nab a2200577 i 4500 =001 JTE11070J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11070J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11070J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD491 =082 04$a363.6/1/0973$223 =100 1\$aMeans, JL.,$eauthor. =245 10$aPrecision of Low-Level Soluble Copper Measurements in Natural Freshwater Systems /$cJL. Means, JG. Ferrante. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThe primary objective of this study has been to evaluate the precision of the accepted analytical methodology for soluble copper in natural fresh waters of varying copper concentrations and chemical characteristics. Six different river water samples and low-level copper standards and blanks were sent in blind form to ten participating analytical laboratories that routinely analyze copper at ambient levels. Statistical analysis of the results yields a standard deviation of ±1.0 ?g/L for a mean copper concentration of 6.0 ?g/L, and ±0.8 ?g/L for a mean copper concentration of 0.8 ?g/L. The implications of these results with respect to guidelines on maximum permissible dissolved copper concentrations (mpc) in water are as follows. It might be reasoned that a copper measurement is not significantly greater than the mpc unless it exceeds one or even two standard deviations of the mpc value. If the mpc for copper is, for example, 12.0 ?g/L, then the measured copper concentration would have to exceed 13.8 ?g/L if one standard deviation is assumed to be an acceptable scatter or 15.6 ?g/L for two standard deviation variation. The report also contains generalized standard deviation data for copper concentrations ranging from 0 to 14 ?g/L, statistical analyses of intralaboratory variation, and correlations of interlaboratory precision with solution composition. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCopper. =650 \0$aFresh water. =650 \0$aStatistical analysis. =650 \0$aStatistical precision. =650 \0$aAqueous copper analyses. =650 \0$aCopper$xToxicology. =650 \0$aDrinking water$xCoppercontent. =650 \0$aCopper$xMetabolism$xDisorders. =650 14$aCopper. =650 24$aStatistical analysis. =650 24$aFresh water. =650 24$aAqueous copper analyses. =650 24$aStatistical precision. =650 24$aMaximum permissible concentrations. =650 24$aAtomic absorption spectrophotometry. =700 1\$aFerrante, JG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11070J.htm =LDR 03345nab a2200589 i 4500 =001 JTE12556J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12556J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12556J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.C43 =082 04$a620.1/4$223 =100 1\$aShelleman, DL.,$eauthor. =245 10$aPrediction of the Strength of Ceramic Tubular Components :$bPart II-Experimental Verification /$cDL. Shelleman, OM. Jadaan, JC. Conway, JJ. Mecholsky. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aThe strength distribution of reaction-bonded silicon carbide tubes that failed by internal pressurization was predicted from strength distributions obtained from simple laboratory test specimens at room temperature. The strength distributions of flexure bars, C-rings tested in tension, C-rings tested in compression, diametrally compressed O-rings, and internally pressurized short tubes were compared with the strength distribution of internally pressurized long tubes. The methodology involved application of Weibull statistics using elasticity theory to define the stress distributions in the simple specimens. The flexural specimens did not yield acceptable results, since they were ground before testing, thereby altering their flaw population in comparison with the processing-induced flaw populations of the tubular specimens. However, the short tube internal pressure test, the C-ring tested in tension, and the diametrally compressed O-ring test configurations yielded accurate strength predictions of full-scale tubular components, since these specimens more accurately represent the strength-limiting flaw population in the long tubes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aC-ring. =650 \0$aO-ring. =650 \0$aWeibull modulus. =650 \0$aFailure statistics. =650 \0$aWeibull statistics. =650 \0$aFailure probability. =650 \0$aNanocrystals. =650 \0$aNanostructured materials. =650 14$aFailure probability. =650 24$aFailure statistics. =650 24$aWeibull statistics. =650 24$aWeibull modulus. =650 24$aC-ring. =650 24$aO-ring. =700 1\$aJadaan, OM.,$eauthor. =700 1\$aConway, JC.,$eauthor. =700 1\$aMecholsky, JJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12556J.htm =LDR 02600nab a2200397 i 4500 =001 JTE12567J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12567J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12567J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.C43 =082 04$a620.1/40423$223 =100 1\$aWestbrook, JH.,$eauthor. =245 10$aMechanical Testing /$cJH. Westbrook. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis work is the third in a series of seven monographs on the Characterization of High Temperature Materials under the general editorship of M. McLean. Prior volumes related to microstructural and chemical characterization. The present volume represents the proceedings of a December 1988 seminar, sponsored and organized by the Institute of Metals through its committees on Materials Science, Materials Engineering and Continuing Education. The targeted audience is the nonspecialist who needs to know what types of tests are available, how to select the test most appropriate for his purposes, and who needs to have an appreciation of the methods of determination and analysis of the data he uses and knowledge of the status of national and international standards. As the editor points out, while the emphasis is on high temperature materials, the techniques and principles are applicable to many different material classes, and not all tests relevant to high temperature materials are conducted at high temperatures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCeramic materials$xMechanicalproperties$xTesting. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12567J.htm =LDR 02710nab a2200577 i 4500 =001 JTE12563J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12563J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12563J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA644.A25 =082 04$a362.1/96951/0096891$223 =100 1\$aGerofi, JP.,$eauthor. =245 10$aCondom Inflation Testing :$bStrain Distribution During Test /$cJP. Gerofi, GA. Shelley. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe quality of condoms has assumed greater importance with the spread of AIDS. Many national standards have incorporated an inflation test, which stretches a substantial portion of the condom. This test has been found useful in monitoring condom quality in storage, and also indicates quality of new condoms. The spatial strain pattern as a function of volume is discussed and related to the pattern of condom breakage found in use. It is concluded that the closed end of the condom remains unstrained until the condom volume is substantial. Additional tests on the closed end of the condom, or changes in the method of evaluation of the existing test, would increase the value of the test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrain. =650 \0$aStress. =650 \0$aCondoms. =650 \0$aStandards. =650 \0$aQuality control. =650 \0$aAIDS(Disease) =650 \0$aCondomuse. =650 \0$aInflation test. =650 14$aStandards. =650 24$aQuality control. =650 24$aCondoms. =650 24$aStrain. =650 24$aStress. =650 24$aAIDS. =650 24$aInflation test. =700 1\$aShelley, GA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12563J.htm =LDR 02952nab a2200601 i 4500 =001 JTE12564J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12564J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12564J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA404.8 =082 04$a620.1/12$223 =100 1\$aMunro, RG.,$eauthor. =245 14$aThe Structural Ceramics Database :$bData Acquisition Format for Monolithic Ceramics /$cRG. Munro, EF. Begley. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThe Structural Ceramics Database (SCD) is being developed to provide a user-friendly, computerized database of materials properties for advanced ceramics. The acquisition and the maintenance of adequate and comprehensive data are two of the critical concerns that must be addressed in establishing a state of the art system. This paper describes the basic SCD format used for data on monolithic ceramics. This format prescribes a comprehensive means for tabulating, annotating, and crediting data. The experience gained in developing this format for the SCD is discussed in the context of the issues confronting ASTM Committee E-49 on Computerization of Materials Property Data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCeramics. =650 \0$aData format. =650 \0$aComputerization. =650 \0$aThermal properties. =650 \0$aMaterials properties. =650 \0$aMechanical properties. =650 \0$aMaterials$xMechanical properties. =650 \0$aMetals$xMechanical properties. =650 \0$aCeramics$xMechanical properties. =650 \0$aPolymers$xMechanical properties. =650 \0$aFibrous composites$xMechanical properties. =650 14$aCeramics. =650 24$aComputerization. =650 24$aMaterials properties. =650 24$aMechanical properties. =650 24$aThermal properties. =650 24$aData format. =700 1\$aBegley, EF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12564J.htm =LDR 02383nab a2200529 i 4500 =001 JTE12565J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12565J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12565J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P55 =082 04$a691/.92$223 =100 1\$aMartins, CS.,$eauthor. =245 10$aTheoretical Comparison of Error in KIc Values Determined by Different Testing Methods of Ceramics /$cCS. Martins, M. Steen, LG. Rosa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aExperimental errors in measuring the values of the different variables included in the formulae for KIc evaluation can affect the accuracy of fracture toughness results. In this work, the effect of error propagation, leading to the final error in the KIc value, is analyzed in terms of type of testing method and specimen geometry. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCeramics. =650 \0$aError analysis. =650 \0$aFracture toughness tests. =650 \0$aCeramics, Glass, Composites, Natural Methods. =650 \0$aFracture mechanics. =650 \0$aStructural Mechanics. =650 \0$aEngineering Design. =650 14$aCeramics. =650 24$aError analysis. =650 24$aFracture toughness tests. =700 1\$aSteen, M.,$eauthor. =700 1\$aRosa, LG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12565J.htm =LDR 02475nab a2200589 i 4500 =001 JTE12562J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12562J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12562J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aPG3213 =082 04$a891.7083$223 =100 1\$aLyon, RE.,$eauthor. =245 10$aShear Strength of a Ductile Material from Torsion of Solid Cylinders /$cRE. Lyon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aThe shear strengths of two ductile epoxies are obtained from solid cylinder torsion using a data reduction scheme. The results are in quantitative agreement with shear data from torsion of thin-walled tubes of the same materials, particularly with regard to the coincidence of the peak yield stress and strain. The described technique is useful for characterizing ductile material behavior in shear using a simple, solid cylinder specimen. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEpoxy. =650 \0$aDuctile. =650 \0$aTorsion. =650 \0$aYielding. =650 \0$aPlasticity. =650 \0$aThin-walled tube. =650 \0$aSandwich structures. =650 \0$aYield point. =650 \0$aTensile strength. =650 \0$aShear strength. =650 14$aShear strength. =650 24$aTorsion. =650 24$aDuctile. =650 24$aYielding. =650 24$aThin-walled tube. =650 24$aPlasticity. =650 24$aEpoxy. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12562J.htm =LDR 03194nab a2200553 i 4500 =001 JTE12555J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12555J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12555J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.1/4$223 =100 1\$aJadaan, OM.,$eauthor. =245 10$aPrediction of the Strength of Ceramic Tubular Components :$bPart I-Analysis /$cOM. Jadaan, DL. Shelleman, JC. Conway, JJ. Mecholsky, RE. Tressler. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe objective of this paper is to develop the analytical background for test methodologies that will enable accurate prediction of the strength distribution of ceramic tubular components from the strength distributions of simple specimens. Four simple specimen configurations and two tubular configurations were selected for this purpose. The simple specimen configurations were (1) four-point bend, (2) C-ring tested in compression, (3) C-ring tested in tension, and (4) O-ring tested in diametral compression. In addition, a short tube tested by axially compressing rubber inside the tube and a long tube subjected to internal pressure were analyzed. These specimen configurations were for the most part selected in a tubular shape in order to simulate the shape of tubular structural components. The prediction of the strength distribution of one specimen from that of another was based on Weibull statistical theory. Effective volume and area expressions, necessary for failure prediction, were derived for these specimen configurations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEffective volume. =650 \0$aWeibull analysis. =650 \0$aFailure probability. =650 \0$aStrength distribution. =650 \0$aCeramic-matrix composites. =650 \0$aPolymeric composites. =650 14$aStrength distribution. =650 24$aFailure probability. =650 24$aWeibull analysis. =650 24$aEffective volume. =700 1\$aShelleman, DL.,$eauthor. =700 1\$aConway, JC.,$eauthor. =700 1\$aMecholsky, JJ.,$eauthor. =700 1\$aTressler, RE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12555J.htm =LDR 02879nab a2200649 i 4500 =001 JTE12557J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12557J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12557J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/66$223 =100 1\$aJendoubi, K.,$eauthor. =245 10$aEffect of Thickness on Elasto-Plastic Deformation and Hysteretic Energy Dissipated at Crack Tip /$cK. Jendoubi, N. Ranganathan, N. Merah. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aA study was carried out to verify the influence of thickness on elasto-plastic deformation and the hysteretic energy dissipated at the crack tip. The analysis is based on global energy and local strain measurements that are made on 4,12, and 30 mm thick compact tension specimens. A discussion of fatigue crack growth in the plane stress and plane strain states is presented. The tests were conducted under constant ?K at R = 0.1 and 0.5 on 2024-T351 aluminum alloy. Experimental results were compared with those obtained from linear elastic fracture mechanics and finite element methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrain. =650 \0$aFatigue. =650 \0$aCrack tip. =650 \0$aThickness. =650 \0$aPlane strain. =650 \0$aPlane stress. =650 \0$aCrack closure. =650 \0$aMicrostrain gage. =650 \0$aHysteretic energy. =650 \0$aStrain energy density. =650 14$aFatigue. =650 24$aStrain. =650 24$aHysteretic energy. =650 24$aStrain energy density. =650 24$aCrack closure. =650 24$aPlane stress. =650 24$aPlane strain. =650 24$aCrack tip. =650 24$aThickness. =650 24$aMicrostrain gage. =700 1\$aRanganathan, N.,$eauthor. =700 1\$aMerah, N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12557J.htm =LDR 02893nab a2200661 i 4500 =001 JTE12559J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12559J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12559J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH2275 =082 04$a690$223 =100 1\$aLatta, BM.,$eauthor. =245 10$aNonintrusive Test for Argon Gas Content in Windows :$bFeasibility Study /$cBM. Latta, L. Bogan, GS. Wagner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aThe objective was to find a nonintrusive technique for determining the gas content of an insulated glass window unit. During this study, first measurements of the electric breakdown field for air-argon mixtures were obtained. The breakdown field does not depend strongly on whether the electrodes are plain window glass or glass with low emissivity coatings, nor does it depend on the glass electrode spacing. Our reported strong variation of the breakdown field with admixtures of air to the argon gas suggests that this approach could provide an inexpensive nonintrusive gas analysis for insulated glass window units with an ultimate precision of 0.1% on the argon content. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aArgon. =650 \0$aField. =650 \0$aSpark. =650 \0$aWindow. =650 \0$aElectric. =650 \0$aDischarge. =650 \0$aPotential. =650 \0$aBreak-down. =650 \0$aArgon$xResearch. =650 \0$aStrength of materials$xTesting. =650 \0$aGlass$xTesting. =650 \0$aNonintrusive Test. =650 14$aArgon. =650 24$aGas. =650 24$aWindow. =650 24$aElectric. =650 24$aDischarge. =650 24$aSpark. =650 24$aBreak-down. =650 24$aField. =650 24$aPotential. =700 1\$aBogan, L.,$eauthor. =700 1\$aWagner, GS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12559J.htm =LDR 01995nab a2200421 i 4500 =001 JTE12566J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12566J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12566J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQL121 =082 04$a592/.177$223 =100 1\$aReemsnyder, HS.,$eauthor. =245 10$aMaterials for Marine Systems and Structures /$cHS. Reemsnyder. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe treatise begins with an overview on the theme of materials performance in marine systems and structures. Types and design aspects of, and materials selection for, marine structures are outlined. The welding process, fatigue resistance of weldments, corrosion fatigue of weldments, and the seawater corrosion of reinforced concrete are touched on briefly. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBiomineralization. =650 \0$aMarinebiology. =650 \0$aMarineinvertebrates. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12566J.htm =LDR 02491nab a2200529 i 4500 =001 JTE12558J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12558J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12558J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH205 =082 04$a570.28/2$223 =100 1\$aShi, D.,$eauthor. =245 10$aAccuracy of a Volume Fraction Measurement Using Areal Image Analysis /$cD. Shi, D. Winslow. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThe method of interval estimation is used to determine the accuracy of a volume fraction measurement obtained from an areal image analysis of a series of images. The accuracy is found to depend upon the average number of objects found in each section and the number of sections that are analyzed. The method can be applied to completed measurements on a set of two-dimensional sections to estimate the error in the result. Or, the method can be used before making any measurements to select the number of sections and the size of each section for a desired accuracy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAccuracy. =650 \0$aArea fraction. =650 \0$aVolume fraction. =650 \0$aImage analysis. =650 \0$aMicroscopy. =650 \0$aImaging systems. =650 \0$aScience. =650 14$aImage analysis. =650 24$aVolume fraction. =650 24$aArea fraction. =650 24$aAccuracy. =700 1\$aWinslow, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12558J.htm =LDR 02923nab a2200541 i 4500 =001 JTE12561J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12561J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12561J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE205 =082 04$a388.1$223 =100 1\$aRamsamooj, DV.,$eauthor. =245 10$aPrediction of Fatigue Life of Asphalt Concrete Beams from Fracture Tests /$cDV. Ramsamooj. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aA substantial amount of experimental data is presented to verify a theoretical solution for predicting the fatigue life of asphalt concrete beams from fracture tests. The theory utilizes the principles of fracture mechanics and covers the full range of loading from low to high. The raw test data extracted from a report by Majidzadeh et al. [1] include dynamic modulus, ultimate tensile strength, critical stress-intensity factor, and fatigue life of asphalt concrete beams fabricated from over 46 different mixtures, consisting of three types of asphalts, five asphalt contents, three filler asphalt ratios, and several gradations. The fracture and fatigue tests were also conducted on one asphalt concrete mix at temperatures ranging from 16 to 35°C (35 to 95°F). The agreement between theory and experiment is excellent. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aAsphalt concrete. =650 \0$aTheoretical solution. =650 \0$aExperimental verification. =650 \0$aAsphalt$xTesting$xEnvironmental aspects. =650 \0$aPavements, Asphalt$xTesting$xEnvironmental aspects. =650 \0$aSolvent extraction$xEnvironmental aspects. =650 \0$aFracture mechanics. =650 14$aFracture mechanics. =650 24$aFatigue. =650 24$aAsphalt concrete. =650 24$aTheoretical solution. =650 24$aExperimental verification. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12561J.htm =LDR 03105nab a2200565 i 4500 =001 JTE12560J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12560J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12560J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL521 =082 04$a629.1$223 =100 1\$aMakabe, C.,$eauthor. =245 10$aEffects of Microcracks and Artificial Surface Cracks on Fracture Ductility of a Torsional Prestrained Specimen /$cC. Makabe, H. Kaneshiro, M. Itokazu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe diminution of fracture ductility of smooth specimens and small cracked specimens on surfaces subjected to torsional prestrains was investigated. For smooth specimens, the transition of tensile fracture ductility after a critical torsional prestrain is independent of the existence of microcracks and attributed to the embrittlement of the layers of the specimen surfaces due to the formation of anisotropic helical structures. For cracked specimens, the degree of fracture ductility depends on the crack area and the magnitude of torsional prestrain. Where torsional prestrain is lower than a critical value, the surface crack starts in the direction close to the maximum shear stress, and ductility is somewhat lost from virgin state. If the torsional prestrain exceeds a critical value, the specimen is broken in a brittle manner, and the crack extension shows a helical pattern. This behavior is due to the embrittlement of the specimen surface layer. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEmbrittlement. =650 \0$aSurface crack. =650 \0$aDuctile fracture. =650 \0$aHelical structure. =650 \0$aTorsional prestrain. =650 \0$aFracture mechanics. =650 \0$aLow temperatures. =650 14$aDuctile fracture. =650 24$aTorsional prestrain. =650 24$aResidual fracture ductility. =650 24$aSurface crack. =650 24$aEmbrittlement. =650 24$aHelical structure. =700 1\$aKaneshiro, H.,$eauthor. =700 1\$aItokazu, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12560J.htm =LDR 02907nab a2200541 i 4500 =001 JTE102795 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102795$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102795$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8/5$223 =100 1\$aPeng, Y.,$eauthor. =245 10$aApplication of Statistical Methods in Evaluating Asphalt Mixture Homogeneity /$cY. Peng, L. J. Sun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aHomogeneity is one of the most important factors affecting the performance-related properties of asphalt mixtures. Pavement condition surveys have shown various patterns of distress due to segregation and other types of non-uniformity. Using digital image processing, a statistical method was developed to evaluate asphalt mixture homogeneity quantitatively. Aggregate particle distribution in asphalt mixtures was described and analyzed by aggregate particle frequency statistic and distance statistic. The index of homogeneity was presented through aggregate particle distribution. The relevance of homogeneity to some mixture performance properties was also investigated. Results show that asphalt mixture homogeneity can be assessed quantitatively by the values of aggregate particle frequency statistic and distance statistic. Moreover, homogeneity dominates variations in mixture performance properties. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStatistic. =650 \0$aEvaluation. =650 \0$aHomogeneity. =650 \0$aAsphalt mixture. =650 \0$aDigital image processing. =650 \0$aAsphalt concrete$xTesting. =650 \0$aAsphalt$xAdditives. =650 14$aAsphalt mixture. =650 24$aHomogeneity. =650 24$aEvaluation. =650 24$aStatistic. =650 24$aDigital image processing. =700 1\$aSun, L. J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102795.htm =LDR 02816nab a2200421 i 4500 =001 JTE103214 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103214$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103214$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aDS481.G3 =082 04$a323.2$223 =100 1\$aHummel, Scott R.,$eauthor. =245 10$aElements to Improve Galling Resistance Test Results Using the ASTM G98 Method /$cScott R. Hummel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThe ASTM G98 Standard Test Method for Galling Resistance of Materials describes a relatively easy and quick method to screen materials for galling resistance. It has been used for several decades by material producers to report the galling resistance of their various grades of material. Design engineers subsequently use the data to make informed decisions regarding material selection. One of the most attractive features of the method is the small number of replicates that need to be run to estimate galling resistance. In the minimal case, only two replicates need to be tested. In recent years, however, research has been conducted that exposed several issues with the ASTM G98 method that can lead to reduced accuracy in results. These issues have included stress concentrations in the contact region, inconsistent oxidation layer formation on specimens, and small sampling sets leading to statistically insignificant results, among other issues. In this paper, several problematic issues are described and discussed. Suggestions are given to improve the repeatability of test results while still conforming to the standardized test method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aResistance. =650 \0$aPassive resistance. =650 \0$aResistance Test. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103214.htm =LDR 03659nab a2200553 i 4500 =001 JTE102968 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102968$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102968$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL795.5 =082 04$a629.44/1$223 =100 1\$aFlock, Sarah K.,$eauthor. =245 10$aInterior Metal Components and the Thermal Performance of Window Frames /$cSarah K. Flock, Garth D. Hall. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aIn an effort to reduce the likelihood of condensation at metal window frames and glazing, methods to improve the thermal performance are now readily available, such as thermal breaks and warm edge technology. Despite technological improvements, metal window frames may still exhibit interior surface condensation if the installation details or interior environmental conditions create circumstances that compromise or breach thermal breaks. The U-factor, condensation resistance (CR) factor, and CR are often utilized to compare the thermal performance of fenestration products. However, these performance parameters do not necessarily result in adequate CR of windows in service. As a result, remedial measures are commonly required to alter or modify the window details after installation. Computer software programs can be used to evaluate the thermal performance of window components and various installation details under steady-state conditions are available, as well as approaches to correcting condensation/frost formation issues. Computer simulated repair approaches indicated that the application of additional metal components on the interior may effectively raise the interior surface temperatures of the window frame. Our study will evaluate the feasibility of the "metal fin" in practice, the impact of installation techniques, as well as relate the findings of simulations to mockups. In summary, this paper explores the affect of in situ repair efforts to raise the interior surface temperatures of metal window frames and indirectly on the likelihood of surface condensation on the frame. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModeling. =650 \0$aCondensation. =650 \0$aTHERM program. =650 \0$aInterior exposure. =650 \0$aThermal performance. =650 \0$aThermosetting composites. =650 \0$aThermal protection. =650 \0$aInterior exposures. =650 14$aCondensation. =650 24$aThermal performance. =650 24$aModeling. =650 24$aTHERM program. =650 24$aInterior exposure. =700 1\$aHall, Garth D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102968.htm =LDR 03162nab a2200577 i 4500 =001 JTE102993 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102993$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102993$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH75 =082 04$a333.91/8153/0977$223 =100 1\$aMúcka, Peter,$eauthor. =245 10$aSimulation of Obstacles in a Longitudinal Road Profile Based on the Weibull Distribution /$cPeter Múcka, Oldrich Kropác. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b32 =520 3\$aThis paper solves the question of the generation of a longitudinal road profile with randomly distributed local obstacles. For the simulation of local road obstacles, three dimensions are necessary: The length, the maximum height/depth, and the distance between neighboring obstacles. For the specification of these dimensions, results from processing the Long Term Pavement Performance program were used. Obstacles were identified from the measured roads by median filtering. Probability density functions of obstacle dimensions were fitted using Weibull distribution functions. Distinctions between asphalt concrete and Portland cement concrete surfaces and between bumps and potholes were considered. A proposed profile simulation procedure is described in detail. The applicability of the procedure was demonstrated using a series of simulated road profiles. The procedure allows the specification of all relevant road surface parameters according to the requirements of the user. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aObstacle. =650 \0$aRoad generator. =650 \0$aLongitudinal road profile. =650 \0$aPothole. =650 \0$aWetland restoration. =650 \0$aMedian filter. =650 14$aLongitudinal road profile. =650 24$aMedian filter. =650 24$aObstacle. =650 24$aBump. =650 24$aPothole. =650 24$aProbability density function (PDF) =650 24$aRoad generator. =650 24$aPower spectral density (PSD) =650 24$aLong term pavement performance (LTPP) program. =700 1\$aKropác, Oldrich,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102993.htm =LDR 03547nab a2200577 i 4500 =001 JTE102572 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102572$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102572$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTC550.2 =082 04$a627/.830289$223 =100 1\$aHarris, Jason T.,$eauthor. =245 10$aExperimental and Finite Element Analysis of the API RP60 Test /$cJason T. Harris, Albert E. Segall, John R. Hellmann, Barry E. Scheetz, Ryan P. Koseski, Joshua M. Boyce. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe compaction and fracture of brittle spherical particles in a cylindrical vessel were experimentally and numerically studied in the context of the American Petroleum Institute Recommended Practice 60 for proppants used in the hydraulic fracturing of oil and gas wells. Because pressures within the cylindrical vessel could not be directly measured, strain was experimentally determined via gauges along the outside surface. In addition, an epoxy resin was also injected at various loading stages to "freeze" the damage states for analysis. In addition, acoustic emissions were monitored in situ to determine damage signatures that could be correlated with the frozen test and strain measurement data. Experimental results were then compared to finite element simulations by using an assumed double-exponential pressure distribution applied to the inner face of the vessel. The results indicated that the assumed pressure distribution adequately described the loading state within the cylinder and revealed apparent stratification of damaged proppants near the top and bottom of the container. In addition, the damaged proppants and acoustic emission signatures showed that the damage increases progressively with the loading in distinct stages characterized by fracture and subsequent stress redistribution. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPressure. =650 \0$aCompaction. =650 \0$aDistribution. =650 \0$aSpherical proppant. =650 \0$aHydraulic fracturing. =650 \0$aTechnology & Engineering$xHydraulics. =650 14$aSpherical proppant. =650 24$aHydraulic fracturing. =650 24$aCompaction. =650 24$aPressure. =650 24$aDistribution. =700 1\$aSegall, Albert E.,$eauthor. =700 1\$aHellmann, John R.,$eauthor. =700 1\$aScheetz, Barry E.,$eauthor. =700 1\$aKoseski, Ryan P.,$eauthor. =700 1\$aBoyce, Joshua M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102572.htm =LDR 03321nab a2200577 i 4500 =001 JTE103048 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103048$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103048$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA784 =082 04$a613$223 =100 1\$aSathyanarayanan, S.,$eauthor. =245 10$aCharacterization of Crack Arrest Phenomena in a Modified 9Cr-1Mo Steel /$cS. Sathyanarayanan, A. Moitra, G. Sasikala, A. Dasgupta, S. Saroja, A. K. Bhaduri, Baldev Raj, Vakil Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b41 =520 3\$aCrack arrest toughness (K1A) is a measure of the material's ability to stop a propagating cleavage crack. However, experimental evaluation of K1A from impact tests of small size specimens is often difficult due to the uncertainties involved in the determination of the two necessary parameters, namely, the crack arrest load (Parrest) and the crack arrest length (aarrest). In this study with Mod.9Cr-1Mo steel in normalized and tempered and in subsequent cold worked conditions, these two parameters and thus the K1A have been determined from instrumented impact tests carried out in the ductile-brittle transition temperature regime. While the Parrest has been directly determined from the load-displacement traces, the aarrest was inferred using an analytical technique, namely, the "key curve" method. The crack arrest phenomenon has been attributed to the cumulative effect of the blocking of the cleavage crack at the microstructural boundaries with high degree of misorientations as identified by scanning electron microscope and electron back scattered diffraction studies. The effect of cold work on the K1A has been found to be insignificant. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aKey curve. =650 \0$aPhenomena. =650 \0$aImpact tests. =650 \0$aCrack arrest. =650 14$aK1A. =650 24$aCrack arrest. =650 24$aDBTT. =650 24$aKey curve. =650 24$aImpact tests. =700 1\$aMoitra, A.,$eauthor. =700 1\$aSasikala, G.,$eauthor. =700 1\$aDasgupta, A.,$eauthor. =700 1\$aSaroja, S.,$eauthor. =700 1\$aBhaduri, A. K.,$eauthor. =700 1\$aRaj, Baldev,$eauthor. =700 1\$aSingh, Vakil,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103048.htm =LDR 02932nab a2200505 i 4500 =001 JTE103281 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103281$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103281$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS605.5 =082 04$a631.584$223 =100 1\$aLin, Chen-ju,$eauthor. =245 10$aEfficient Tool Replacement Procedure Based on Yield Evaluation /$cChen-ju Lin, W. L. Pearn. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aTool wear is an inevitable problem in many machining processes. The problem constitutes an inseparable component of variation and can be considered as a systematic assignable cause of process variability. Tool replacement should be initiated when the yield drops below a certain level. Determining the best time for tool replacement is essential to balance between production quality and tool utilization. The yield index, Spk, has been effectively applied to assess the yield of processes. However, its ordinary measure is inaccurate when data is contaminated by inseparable nonrandom variation. Yield evaluation becomes imprecise when a process is subjected to the tool wear problem. Thus, this paper presents an efficient procedure that determines the best time to replace tools under an extremely low fraction of defectives. The variation from assignable causes is removed by using the linear regression technique. A modified estimator of the Spk index with its distribution is proposed to evaluate the processes with the tool wear problem. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTool wear. =650 \0$aTool replacement. =650 \0$aProduction yield. =650 \0$aCrop yield. =650 \0$aAssignable cause. =650 14$aProduction yield. =650 24$aAssignable cause. =650 24$aTool wear. =650 24$aTool replacement. =700 1\$aPearn, W. L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103281.htm =LDR 04377nab a2200625 i 4500 =001 JTE103084 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103084$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103084$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.A1 =082 04$a624.1/51362/0287$223 =100 1\$aDave, Eshan V.,$eauthor. =245 10$aDevelopment of a Flattened Indirect Tension Test for Asphalt Concrete /$cEshan V. Dave, Andrew F. Braham, William G. Buttlar, Glaucio H. Paulino. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe indirect tension test (IDT) is frequently used in civil engineering because of its benefits over direct tension testing. In the mid-1990s, an IDT protocol was developed for evaluating tensile strength and creep properties of asphalt concrete mixtures, as specified by the American Association of State Highway Transportation Officials (AASHTO) in AASHTO T322. However, with the increased use of finer aggregate gradations and polymer modified asphalt binders in asphalt concrete mixtures, the validity of IDT strength results can be questioned in instances where significant crushing occurs under the narrow loading heads. Therefore, a new specimen configuration is proposed for indirect tension testing of asphalt concrete. In place of the standard loading heads, the specimen was trimmed to produce flat planes with parallel faces, creating a "flattened IDT." A viscoelastic finite element analysis of the flattened configuration was performed to evaluate the optimal trimming width. In addition, the numerically determined geometry was verified by means of laboratory testing of three asphalt concrete mixtures in two flattened configurations. This integrated modeling and testing study showed that when using fine aggregate gradations and compliant asphalt binders, crushing is significantly reduced while maintaining tensile stresses near the center of the specimen. Furthermore, creep compliances were evaluated using the flattened IDT and compared with those obtained following AASHTO T322. Some variation was observed between the creep properties evaluated from the different geometries, particularly for higher compliance values. As a preliminary assessment, the flattened IDT seems to be a suitable geometry for the evaluation of indirect tensile strength of asphalt concrete. Further testing and analysis should be performed on the flattened IDT arrangement for evaluation of the creep compliance. This study provides an initial step towards a possible revision of the current AASHTO standard for IDT testing of asphalt concrete mixtures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPavement. =650 \0$aCreep test. =650 \0$aViscoelasticity. =650 \0$aAsphalt concrete. =650 \0$aIndirect tensile test. =650 \0$aTensile strength test. =650 \0$aFinite element modeling. =650 \0$aCreep. =650 \0$aAsphalt. =650 \0$aPavement mix. =650 14$aIndirect tensile test. =650 24$aCreep test. =650 24$aTensile strength test. =650 24$aViscoelasticity. =650 24$aFinite element modeling. =650 24$aAsphalt concrete. =650 24$aPavement. =700 1\$aBraham, Andrew F.,$eauthor. =700 1\$aButtlar, William G.,$eauthor. =700 1\$aPaulino, Glaucio H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103084.htm =LDR 03530nab a2200577 i 4500 =001 JTE102640 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102640$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102640$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.6 =082 04$a620.1/1233$223 =100 1\$aJiang, J. H.,$eauthor. =245 10$aConstitutive Equations of Sheet Stamping Steel Based on DIC Measurement /$cJ. H. Jiang, Y. H. Wang, L. X. Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aDigital image correlation (DIC) is a full-field and non-contact technique for the measurement of displacement and strain. It has considerately high precision for measuring large deformation. Based on the experimental data of true stress-strain measured by DIC combined with the data from a tensile test machine, the methodology for establishing a constitutive model for sheet stamping steel is presented in this paper. The procedure is demonstrated by developing the constitutive equations for the DP600 sheet metal with a cold rolled advanced high-strength steel, designed predominately for the automotive industry, with enhanced ductility and formability. To verify the constitutive equations, a force-displacement diagram is simulated by finite element analysis (FEA). A comparison of force-displacement diagram obtained by FEA and the data from the tensile test machine shows that the method for establishing the constitutive equations for stamping steel presented in this paper is reliable and has reasonable accuracy. As a material constitutive model, the establishment of constitutive equations of stamping steel provides the experimental validation for FEA. It is particularly valuable when evaluating non-linear numerical simulation of the stamping process of structural parts with complicated geometry. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNon-linear. =650 \0$aSheet metal steel. =650 \0$aConstitutive equations. =650 \0$aStress-strain diagrams. =650 \0$aMaterials$xCreep$xMathematical models. =650 \0$aPlasticity$xMathematical models. =650 14$aDigital image correlation (DIC) =650 24$aConstitutive equations. =650 24$aStress-strain diagrams. =650 24$aNon-linear. =650 24$aFinite element analysis (FEA) =650 24$aNon-linear numerical emulation. =650 24$aSheet metal steel. =650 24$aDP600. =700 1\$aWang, Y. H.,$eauthor. =700 1\$aYang, L. X.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102640.htm =LDR 02981nab a2200529 i 4500 =001 JTE102982 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102982$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102982$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD30.23 =082 04$a658.4/03$223 =100 1\$aLin, Cheng-Wei,$eauthor. =245 13$aAn Evaluation of Containership Registrations in Taiwan :$bApplication of the Grey Relation Analysis Model /$cCheng-Wei Lin, Cheng-Chi Chung, Shih-Hao Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b39 =520 3\$aTo strengthen competitiveness, many shipowners have shifted their vessels' registrations to open registers as flag of convenience (FOC) vessels. The tendency of flagging out in Taiwan is more serious. This paper adopts the analytic hierarchy process and grey relation analysis model to evaluate the relative attractiveness of different types of registers to containership corporations in Taiwan. The preferences of registry locations are also compared and analyzed. The study finds that the FOC locations of Panama and Liberia are the most preferred locations of vessel registrations for containership corporations in Taiwan, followed by the quasi-FOC locations of Singapore and Hong Kong. Other traditional maritime countries and Taiwan are the final options. Based on the findings of this study, some suggestions are proposed to the government as a reference in revising relevant shipping policies. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aContainership. =650 \0$aGrey relation analysis. =650 \0$aAnalytic hierarchy process. =650 \0$aRegistrations. =650 \0$aFlag of convenience. =650 14$aContainership. =650 24$aRegistrations. =650 24$aFlag of convenience. =650 24$aAnalytic hierarchy process. =650 24$aGrey relation analysis. =700 1\$aChung, Cheng-Chi,$eauthor. =700 1\$aYang, Shih-Hao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102982.htm =LDR 04346nab a2200577 i 4500 =001 JTE102946 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102946$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102946$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE33.2.R33 =082 04$a621.3848$223 =100 1\$aNam, Boo Hyun,$eauthor. =245 10$aRehabilitation Assessment of Jointed Concrete Pavement Using the Rolling Dynamic Deflectometer and Ground Penetrating Radar /$cBoo Hyun Nam, Thomas Scullion, Kenneth H. Stokoe, Jung-Su Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aTransportation authorities need tools to characterize the structural conditions of jointed concrete pavements (JCPs) to minimize or, in the best case, prevent premature failures of rehabilitated JCPs. Applications of the rolling dynamic deflectometer (RDD) and ground penetrating radar (GPR) in pavement forensic studies and rehabilitation investigations are presented. The continuous RDD deflection profiles allow the evaluation of mid-slab behavior and load transfer conditions of joints/cracks, while GPR surveys assist in detecting adverse subsurface conditions such as voids and increased moisture. In this paper, the patterns in RDD deflection profiles that represent the four different structural conditions in JCPs are presented and discussed. Then, the results from combined RDD and GPR surveys on two rehabilitation projects are presented. In the first project, the problematic slabs with poor load transfer and high vertical differential deflections are identified in the RDD profile. The GPR survey is used to identify the cause of the high differential deflections, voids filled with water under the slabs. The recommendation is to fill the existing voids by using under-sealing techniques and install dowel-bar retrofit prior to a new overlay. In the Grogans Mill project, the RDD profile shows that the southbound lane has a significant number of slabs with a strong potential for reflective cracking. The GPR data indicated that there is moisture beneath the deteriorated slabs. A reconstruction of the southbound lane is recommended. On the other hand, the northbound lane consists of three subsections that require different rehabilitations: Slab replacement, asphalt overlay, and reconstruction. The success of rehabilitation generally depends on the selection of appropriate treatments. By providing 100 % coverage, both RDD and GPR are effective tools in evaluating existing conditions, and the combination of these tools significantly assists in selecting the optimum rehabilitation treatment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aThreshold deflection. =650 \0$aPavement rehabilitation. =650 \0$aGround penetrating radar. =650 \0$aJointed concrete pavement. =650 \0$aGround penetrating. =650 \0$aDynamic deflectometer. =650 \0$aThreshold deflections. =650 14$aRolling dynamic deflectometer. =650 24$aGround penetrating radar. =650 24$aJointed concrete pavement. =650 24$aPavement rehabilitation. =650 24$aContinuous deflection profile. =650 24$aThreshold deflection. =700 1\$aScullion, Thomas,$eauthor. =700 1\$aStokoe, Kenneth H.,$eauthor. =700 1\$aLee, Jung-Su,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102946.htm =LDR 03459nab a2200553 i 4500 =001 JTE102878 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102878$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102878$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.85$223 =100 1\$aWen, Haifang,$eauthor. =245 10$aEvaluation of the Effects of Asphalt Binder on the Properties of Hot Mix Asphalt at Intermediate Temperatures /$cHaifang Wen, M. Emin Kutay, Shihui Shen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThe asphalt binder is an essential component of asphaltic mixtures. The performance of an asphaltic mixture is directly related to mechanical characteristics of the binder. With the development of new material characterization methods for both asphalt binder and asphaltic mixture, there is a need to re-evaluate the relationship between the properties of binders and asphaltic mixtures such that a proper understanding and selection of an asphalt binder can be made to improve the performance of an asphaltic mixture. In this study, the effects of asphalt binder properties on asphaltic mixtures at intermediate temperatures were evaluated based on recent developments on material characterization methods for both binder and asphaltic mixture. Five asphalt binders and five asphalt mixtures containing these binders with one aggregate were tested. Four of the binders were based on a modification of a base binder with different techniques. Complex shear modulus and monotonic constant shear-rate tests were conducted on asphalt binders, whereas dynamic modulus and indirect tensile strength tests were conducted on the mixtures. The effects of modification techniques on the properties of asphalt binders and the relationships between the properties of binders and asphaltic mixtures were evaluated in this study. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShear modulus. =650 \0$aAsphalt binder. =650 \0$aDynamic modulus. =650 \0$aHot mix asphalt. =650 \0$aAsphalt concrete$xMechanical properties. =650 \0$aAsphalt concrete$xTesting. =650 \0$aAsphalt$xAdditives. =650 14$aAsphalt binder. =650 24$aHot mix asphalt. =650 24$aShear modulus. =650 24$aDynamic modulus. =650 24$aCritical strain energy density. =700 1\$aKutay, M. Emin,$eauthor. =700 1\$aShen, Shihui,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102878.htm =LDR 04075nab a2200433 i 4500 =001 JTE102969 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102969$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102969$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aE183 =082 04$a973$223 =100 1\$aNelson, Peter E.,$eauthor. =245 10$aImproving the Condensation Resistance of Fenestration by Considering Total Building Enclosure and Mechanical System Interaction /$cPeter E. Nelson, Paul E. Totten. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aMany condensation problems at fenestration are related to the adjacent building components the system interacts with. This includes adjacent cladding and wall systems, structural systems used for the connection of the fenestration, and interaction with the building's mechanical system. We will discuss how the condensation resistance of windows and curtain walls can be greatly improved by aligning the thermal elements in the wall with the thermal aspects of the windows (such as thermal breaks), how air leakage at window systems can increase the volume of condensation, and how thermal bridges adjacent to the fenestration can have a significant impact on the overall performance. We will discuss how Winter time cold air flow from adjacent wall cavities can cause elements at window or curtain wall surrounds (sill, jambs, and head) to condense when they would not otherwise. Thermal improvements through the application of carefully applied and designed insulation systems will also be discussed, as over insulating in some cases can exasperate the condensation problems by further isolating the systems from heat sources. We will discuss the relationship between the heating source position and distance from the window or curtain wall system. The discussion in this paper will be mostly related to Winter time condensation. We will use examples to show (1) how thermal breaks, like rubber and plastic shims below the windows, can disassociate the window from heat loss to colder large thermal wall masses and improve performance; (2) how elements like spandrel panels and shadow boxes can have condensation due to air leakage into the shadow box and proposed solutions for these elements to reduce their condensation risk; (3) how interior curtains, furniture, and interior furnishings can block heat flow and cause condensation; (4) how the two-dimensional thermal analysis can be used to evaluate the condensation potential and evaluate possible solutions; (5) the results of infrared thermography used to evaluate both condensation problems and evaluate the solutions; (6) the importance of long-term data logging and monitoring of the results; and (7) the review of options for reducing condensation occurrences through passive (heat fin and insulation) and active (heat trace) means. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aResistance. =650 \0$aMechanical System Interaction. =650 \0$aFenestration. =700 1\$aTotten, Paul E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102969.htm =LDR 04202nab a2200553 i 4500 =001 JTE103158 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103158$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103158$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aNazzal, Munir D.,$eauthor. =245 10$aEvaluation of Warm Mix Asphalt Mixtures Containing RAP Using Accelerated Loading Tests /$cMunir D. Nazzal, Shad Sargand, Abdalla Al-Rawashdeh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aThis paper presents the results of a study that was conducted to evaluate the performance and constructability of warm mix asphalt (WMA) mixtures containing reclaimed asphalt pavement (RAP). Four sections were constructed at the indoor Accelerated Pavement Loading Facility at Ohio University. Aspha-min, Sasobit, and Evotherm WMA mixtures were used in the wearing course layer of the first three sections. In addition, the fourth section had a conventional hot mix asphalt (HMA) mixture, which was used as a control. Temperature was monitored during the production, placement, and compaction of WMA and HMA mixtures. Furthermore, emission tests were conducted at the asphalt plants during the production of each of the evaluated mixtures. Falling weight deflectometer (FWD) and rolling wheel tests were conducted at different temperatures on all evaluated sections. The results of this study showed that emissions were reduced during the production of the Aspha-min and Sasobit WMA mixtures by at least 50 % for volatile organic compounds, 60 % for carbon monoxide, 20 % for nitrogen oxides, and 83 % for sulfur dioxide, when compared to the control HMA mixture. In addition, although WMA mixtures were produced and compacted at much lower temperatures, they achieved better field densities than the control HMA mixture. The FWD test results showed that at 40°F (4°C) test temperature, the control HMA mixture had significantly lower stiffness than that of the WMA mixtures. However, the FWD stiffness measurement of the HMA and the WMA mixtures were statistically indistinguishable at the intermediate and high test temperatures of 70°F (21.1°C) and 104°F (40°C), respectively. Finally, the rolling wheel test results indicated that the three WMA sections, especially the Evotherm section, exhibited more rutting than the control HMA section during the post primary compaction stage. However, the rutting rate of the HMA section was higher than those of the WMA sections in the secondary stage, which suggests that the rutting difference may slowly be mitigated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWarm mix asphalt. =650 \0$aRutting performance. =650 \0$aAccelerated loading tests. =650 \0$aWarm mix. =650 \0$aWarm mix paving mixtures. =650 \0$aAsphalt mixture. =650 14$aWarm mix asphalt. =650 24$aRAP. =650 24$aAccelerated loading tests. =650 24$aEnvironment friendly asphalt mixture. =650 24$aFWD. =650 24$aRutting performance. =700 1\$aSargand, Shad,$eauthor. =700 1\$aAl-Rawashdeh, Abdalla,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103158.htm =LDR 03626nab a2200553 i 4500 =001 JTE103023 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103023$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103023$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH2431 =082 04$a695$223 =100 1\$aBaskaran, A.,$eauthor. =245 12$aA Test Protocol to Quantify the Uplift Resistance of Adhesive Applied Roofing Specimens Subjected to Tensile Loading /$cA. Baskaran, J. Current, H. Tanaka. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aAdhesive applied roofing systems (AARS), a new generation of built-up roofs, are gaining popularity in North American low slope application. AARS uses no fasteners and all components (e.g., deck, vapour barrier, insulation board, and membrane) are integrated by the use of adhesives. As there are no metal fasteners, AARS can offer an advantage of reduction in condensation and thermal bridges for the roof assemblies. Even though, AARS have been in use, there have been no standard that exists to quantify its wind uplift performances. An industries-university-Canadian government collaborative research project, "Development of Wind Uplift Standard for Adhesive Applied Low Slope Roofing System," has been initiated with three major tasks: Experimental investigation, formulation of a numerical model and development of wind design guide and standards. This paper documents a standardized small scale laboratory test method for the quantification of uplift resistance subject to tensile loading. As part of Task 1 of the project, this systematic investigation focuses on three key parameters: Loading rate, specimen size and end condition. The investigations were completed by constructing over 400 specimens. Both the maximum uplift resistance and the consistence in the failure plane are equally considered during the test method standardization. The data from this small scale testing can facilitate roofing industries to optimize the material combinations such that the uplift resistance data can be used as an indicator before performing a full-scale wind uplift testing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAdhesive. =650 \0$aFailure plane. =650 \0$aUplift resistance. =650 \0$aRoofing. =650 \0$aCurtain walls. =650 \0$aTensile force. =650 14$aAARS. =650 24$aAdhesive. =650 24$aTensile force. =650 24$aUplift resistance. =650 24$aRoofing. =650 24$aFailure plane. =700 1\$aCurrent, J.,$eauthor. =700 1\$aTanaka, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103023.htm =LDR 02923nab a2200565 i 4500 =001 JTE103199 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103199$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103199$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126$223 =100 1\$aJamek, M.,$eauthor. =245 10$aFracture-Mechanical Characterization of Parquet-Adhesive-Screed Systems /$cM. Jamek, E. K. Tschegg, O. Stamminger. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aParquet-adhesives-screed-compounds are convenient systems when it comes to laying planks of wood on cementitious screeds indoors. Established testing methods for characterizing construction materials can be used to describe and evaluate these systems. This paper compares three different frequently used adhesives in terms of crack growth resistance and notch-tensile strength. The fracture-mechanical properties were determined by means of the wedge-splitting test. The results show that the wedge-splitting test shows the differences between these three adhesive systems much more clearly than the inter-laminar tensile test, as the latter is not accurate enough for characterizing material properties because of lacking information about the strain softening behavior and the fracture energy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInterface. =650 \0$aAdhesive joints. =650 \0$aFlexible compounds. =650 \0$aFracture mechanics. =650 \0$aLayered structures. =650 \0$aFracture mechanism. =650 \0$aStress intensity. =650 \0$aFracture mechanics$xMathematical models. =650 14$aAdhesive joints. =650 24$aFlexible compounds. =650 24$aLayered structures. =650 24$aFracture mechanics. =650 24$aInterface. =700 1\$aTschegg, E. K.,$eauthor. =700 1\$aStamminger, O.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103199.htm =LDR 03461nab a2200577 i 4500 =001 JTE102812 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102812$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102812$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC311.5 =082 04$a536/.7$223 =100 1\$aDullah, A. R.,$eauthor. =245 12$aA Pilot Study on Thermal and Moisture Mapping of the Head-Helmet System Using Micro-Sensor Technology /$cA. R. Dullah, Z. W. Guan, R. H. Crompton. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aTo study the thermal comfort of any helmet, it is important to measure micro-climate parameters quantitatively within the helmet and link them to human perception. The micro-climate in helmet is usually assessed in terms of temperature and relative humidity (RH). Historically, due to limitations of test equipment, measurements have mainly addressed the temperature in a few locations and temperature/RH within thermal manikins. In this study, a new test rig was developed to measure multi-point temperature and RH inside a helmet while a human subject wearing it using micro-sensors. Altogether, 13 micro-sensors were embedded in a cricket helmet with the sensor facing towards the head. Two sensors were used to record ambient conditions. Real time display on a laptop was set to monitor the recording process. Using the rig developed, two types of cricket helmets were tested, each with three subjects for this study. Both thermal and moisture mapping were obtained, which may be the first time temperature and RH distributions within the air pocket between the helmet and the human subject have been reported. There are interesting relationships that existed between the temperature and RH distributions and the subjective perception. The test rig also has promise for thermal comfort studies of other products. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aThermal. =650 \0$aMicro-sensor. =650 \0$aMicro-climate. =650 \0$aCricket helmet. =650 \0$aThermal comfort. =650 \0$aMoisture mapping. =650 \0$aStatistical thermodynamics. =650 \0$aThermodynamics. =650 14$aCricket helmet. =650 24$aMicro-climate. =650 24$aMicro-sensor. =650 24$aThermal comfort. =650 24$aThermal. =650 24$aMoisture mapping. =700 1\$aGuan, Z. W.,$eauthor. =700 1\$aCrompton, R. H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102812.htm =LDR 03159nab a2200541 i 4500 =001 JTE102868 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102868$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102868$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC721 =082 04$a539.72$223 =100 1\$aLi, Ching-Lieh,$eauthor. =245 10$aTime Domain Inverse Scattering for a Homogenous Dielectric Cylinder by Asynchronous Particle Swarm Optimization /$cChing-Lieh Li, Chien-Ching Chiu, Chung-Hsin Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aIn this paper, we propose a time domain inverse scattering technique for reconstructing the electromagnetic properties of a homogeneous dielectric cylinder based on the finite difference time domain method and the asynchronous particle swarm optimization (APSO). The homogeneous dielectric cylinder with unknown electromagnetic properties is illuminated by transverse magnetic pulse and the scattered field is recorded outside. By minimizing the discrepancy between the measured and estimated scattered field data, the location, shape, and permittivity of the dielectric cylinder are reconstructed. The inverse problem is resolved by an optimization approach and the global searching scheme APSO is then employed to search the parameter space. A set of representative numerical results is presented for demonstrating that the proposed approach is able to efficiently reconstruct the electromagnetic properties of the homogeneous dielectric scatterer even when the initial guess is far away from the exact one. In addition, the effects of Gaussian noises on imaging reconstruction are also investigated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTime domain. =650 \0$aSubgridding FDTD. =650 \0$aInverse scattering. =650 \0$aScattering (Physics) =650 \0$aScattering. =650 \0$aTesting. =650 14$aInverse scattering. =650 24$aTime domain. =650 24$aFDTD. =650 24$aSubgridding FDTD. =650 24$aAPSO. =700 1\$aChiu, Chien-Ching,$eauthor. =700 1\$aHuang, Chung-Hsin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102868.htm =LDR 02743nab a2200517 i 4500 =001 JTE103280 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103280$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103280$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR857.P64 =082 04$a610/.28$223 =100 1\$aHan, H. Q.,$eauthor. =245 10$aPreparation, Characterization, and Evaluations of Polyurethane Elastomers Based on Polyether Glycol, Toluene Diisocyanate, and Extender Chain Reagents /$cH. Q. Han, F. X. Wei, J. Brown. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aIn this study, we focus on the preparation, microstructures, and properties of polyurethane (PU) elastomers by using polyether glycol, toluene diisocyanate, and extender chain reagent. We find that the elastomers prepared by using extender chain reagent exhibit the most excellent mechanical properties. Furthermore, by an optimum synthetic route, hard segments can be formed uniformly in the soft segments, leading to the perfect micro-phase separation. We also find that the relative molecular weight of polyether glycol can affect the mechanical properties of the synthesized PU elastomers, i.e., the more relative molecular weight, the more soft segments, and the smaller tensile strength, rupture strength, and rigidity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrength. =650 \0$aPreparation. =650 \0$aPolyurethane. =650 \0$aBiomedical engineering. =650 \0$aArtificial organs. =650 \0$aPolyurethanes in medicine. =650 14$aPolyurethane. =650 24$aPreparation. =650 24$aStrength. =700 1\$aWei, F. X.,$eauthor. =700 1\$aBrown, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103280.htm =LDR 02642nab a2200481 i 4500 =001 JTE103190 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103190$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103190$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD117 =082 04$a545.1$223 =100 1\$aYang, Mu-Hoe,$eauthor. =245 10$aKinetic Analysis of Thermally Simulated Processes in Biopolymer Poly(3-Hydroxybutyrate) /$cMu-Hoe Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b32 =520 3\$aThe thermal degradation of poly(3-hydroxybutyrate) (PHB) under a nitrogen atmosphere was studied by using various analytical models of thermogravimetric data in the dynamic conditions of temperatures ranging from 250 to 650 K. The activation energy of the thermal degradation for PHB was based on the variation of the analytical model. The influence of the testing analytical model on the thermal degradation characteristics of PHB has been discussed. The thermal degradation of PHB could be optimally corrected and calculated on the basis of kinetic parameters determined through the multiple regression method. Under these experimental conditions, the reaction was found to be of a 0.94-order with activation energy of 276 kJ/mol and a pre-exponential factor of 4.31x1026 s-1. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPoly(3-hydroxybutyrate) =650 \0$aThermogravimetry. =650 \0$aThermal degradation. =650 \0$aActivation energy. =650 14$aThermal degradation. =650 24$aPoly(3-hydroxybutyrate) =650 24$aThermogravimetry. =650 24$aActivation energy. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103190.htm =LDR 03635nab a2200493 i 4500 =001 JTE103053 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103053$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103053$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH7683.H42 =082 04$a621.402$223 =100 1\$aWeston, Theresa A.,$eauthor. =245 10$aMoisture Measurements and Condensation Potential in Wood Frame Walls in a Hot-Humid Climate /$cTheresa A. Weston, Liza C. Minnich. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aIt has long been noted that interior vapor barriers in wood frame walls in hot-humid climates can lead to interstitial condensation within walls. The bases for this recognition are predictive simulations, anecdotal observations, and a limited number of experimental studies. This paper describes an experimental study conducted in a hot-humid climate that investigated the influence of an interior vapor retarder and compares observed performance with simulation predictions. The wall performance data reviewed here was gathered as part of a larger test program evaluating the performance of a range of typical wood frame, residential wall constructions in a hot-humid climate. The approach chosen was to use real-time field exposure using a "test hut" located in Tampa, Florida. The test hut had two long sides, which provided the ability to test 16 wall specimens each. Wall specimens were instrumented with a variety of temperature, humidity, and moisture sensors. In addition to natural weather exposure, the wall specimens could be manually wetted by a water injection system to simulate rain leakage. More specifically, this paper focuses on using the data collected before and after the installation of an interior vapor barrier (vinyl wallpaper) to show the change in moisture loading and the potential condensation within the walls resulting from the installation. The field data is compared with predictions of the wall behavior using a commonly available hygrothermal model. There is increasing reliance on the use of predictive models to assess the moisture performance of building assembly designs. These predictive models need to be validated against real data to test their variance from real systems. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWall assemblies. =650 \0$aWater management. =650 \0$aCondensation. =650 \0$aMoisture control. =650 \0$aHumidity$xControl. =650 14$aCondensation. =650 24$aWater management. =650 24$aWall assemblies. =700 1\$aMinnich, Liza C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103053.htm =LDR 03416nab a2200433 i 4500 =001 JTE102973 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102973$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102973$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aDD287 =082 04$a943/.1087$223 =100 1\$aTariku, F.,$eauthor. =245 10$aMoisture Response of Sheathing Board in Conventional and Rain-Screen Wall Systems with Shiplap Cladding /$cF. Tariku, H. Ge. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aBuilding enclosures are subjected to a random climatic loading on the exterior surface and a relatively stable indoor condition on the interior. These loadings result in a transport of heat, air, and moisture across the building enclosure. In this paper, the drying and wetting of sheathing board in two exterior walls, more specifically 2x6 in.2 wood-frame conventional (no strapping between sheathing membrane and cladding) and a rain-screen wall system (with vertical strapping), are investigated through an experimental field study. The experiment is carried out at British Columbia Institute of Technology field exposure test facility, where the test walls are exposed to the coastal climate (Vancouver weather) on the exterior and controlled indoor temperature and relative humidity conditions in the interior. The field experimental results indicate significant moisture accumulation on the exterior sheathing boards (plywood) during the Winter period. During the 9-month monitoring period from March 13 to Dec. 6, 2009, the plywood underwent a process of drying and wetting. In both the conventional and rain-screen wall systems, the plywood dried to a comparable moisture level during the Summer before the wetting process started. For the wall systems considered in this study, the plywood in the rain-screen wall has a tendency of faster drying and wetting in the Spring and Fall seasons, respectively, in comparison to the plywood in the conventional wall, which is attributed to the presence of an air gap in the rain-screen wall between the sheathing membrane and the cladding. A similar trend is observed during the monitoring period from December 7 to June 15, 2010. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWall Systems. =650 \0$aRain-Screen Wall Systems. =650 \0$aShiplap Cladding. =700 1\$aGe, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102973.htm =LDR 03538nab a2200541 i 4500 =001 JTE103215 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103215$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103215$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aML3531 =082 04$a782.42164909763/35$223 =100 1\$aBrosnan, James T.,$eauthor. =245 10$aEffects of Surface Conditions on Baseball Playing Surface Pace /$cJames T. Brosnan, Andrew S. McNitt, Thomas J. Serensits. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aThe speed at which a baseball travels after impact with a playing surface has been referred to as playing surface pace. Little information is available regarding the effects of varying construction and maintenance practices on the pace of baseball playing surfaces. Research was conducted to evaluate the effects of construction and maintenance practices on a non-turfed basepath, Kentucky bluegrass (Poa pratensis L.) turf, and six synthetic turf surfaces. Factors evaluated on the non-turfed basepath included soil compaction at installation, surface scarification, and topdressing with a soil conditioner (calcined clay). The effects of cutting height and thatch thickness were evaluated on Kentucky bluegrass, while the effects of simulated traffic and grooming were evaluated on synthetic turf. On the non-turfed basepath, increasing soil compaction yielded increases in surface pace. Calcined clay topdressing and increasing scarification depth did not affect surface pace. On Kentucky bluegrass, varying cutting height and thatch thickness levels had no effect on surface pace. On synthetic turf, increases in simulated traffic resulted in slight increases in pace. Surface pace measurements on synthetic turf were less variable than those made on natural turfgrass. The results indicate that the pace of commonly used baseball playing surfaces is not easily altered with minimally invasive maintenance procedures and should be addressed at construction or during aggressive renovations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTurfgrass. =650 \0$aPlaying surface pace. =650 \0$aBounce. =650 \0$aPennbounce. =650 \0$aCoefficient of restitution. =650 14$aCoefficient of restitution. =650 24$aCOR. =650 24$aBounce. =650 24$aTurfgrass. =650 24$aPlaying surface pace. =650 24$aPennbounce. =700 1\$aMcNitt, Andrew S.,$eauthor. =700 1\$aSerensits, Thomas J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103215.htm =LDR 03445nab a2200553 i 4500 =001 JTE102920 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102920$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102920$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.8028$223 =100 1\$aWha Ma, Young,$eauthor. =245 10$aCriteria for Small Scale Creep Testing Condition and Estimation of Ct /$cYoung Wha Ma, Kee Bong Yoon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aAs new creep resistant materials are developed for the temperature range of 800-1100°C, the improved creep properties sometimes require the modification of the conventional approaches in high temperature life assessment procedures which have been applied for low alloy steels and chromium steels usually used in the temperature range of 500-650°C. In this study, finite element analyses were carried out by using the creep properties of a gas turbine material to establish the small scale creep testing requirements and to propose a corrected Ct estimation scheme. The maximum allowable creep zone size was estimated through the analogy between the small scale yielding conditions and the small scale creep conditions. The maximum time during which the small scale creep condition holds was also defined. The creep zone boundary with the definition of ?c=?e was more suitable for Ct estimation than that with the definition of ?c=0.002, since it was easy to find a proper correction function by applying the former definition. The newly estimated value of ?rc=1/7=1/12 was derived for determining Ct instead of the conventional value of ?rc=1/7.5. Excellent correlations were shown between the estimated Ct values obtained with the new ?rc and the finite element calculated Ct values in all creep condition ranges. This result strongly supports the validity of the suggested small scale creep criterion and the new correction value ?rc=1/12 proposed in this study. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack. =650 \0$aCreep. =650 \0$aCreep zone. =650 \0$aHigh temperature. =650 \0$aSmall scale creep. =650 \0$aCracking. =650 \0$aFracture tests. =650 14$aCreep. =650 24$aCrack. =650 24$aSmall scale creep. =650 24$aCreep zone. =650 24$aHigh temperature. =650 24$aCt. =700 1\$aYoon, Kee Bong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102920.htm =LDR 02934nab a2200493 i 4500 =001 JTE103234 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103234$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103234$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD30.23 =082 04$a658.4/03$223 =100 1\$aLin, Chin-Tsai,$eauthor. =245 10$aCombining Gray Relation and Analytical Hierarchy Process Concepts to Develop a Decision Support System of Supply Chain Project Management /$cChin-Tsai Lin, Cheng-Ru Wu, Huang-Chu Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aSupplier selection is an important decision for effective supply chain project management (SCPM) of Notebook PC. Due to global business competition, suppliers are required to supply raw materials with the right quality and quantity. Suppliers are responsible for reducing the inventory costs and improving product quality. This paper deals with the development of a decision support system based on the integration of analytical hierarchy process and gray relational analysis for supplier selection. The additive normalization method is used as the prioritization method to calculate the priority vector. The analysis results indicate that the proposed selection model enables the manager to select the SCPM of Notebook PC more objectively by allowing them to deploy effectively. The proposed model can also be applied to other high technology factories, thus enhancing Taiwanese competitive advantage. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGray relational analysis. =650 \0$aAnalytic hierarchy process. =650 \0$aRegistrations. =650 \0$aFlag of convenience. =650 14$aSupply chain project management. =650 24$aAnalytical hierarchy process. =650 24$aGray relational analysis. =700 1\$aWu, Cheng-Ru,$eauthor. =700 1\$aChen, Huang-Chu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103234.htm =LDR 04101nab a2200529 i 4500 =001 JTE102971 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102971$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102971$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD257.7 =082 04$a546$223 =100 1\$aPazera, Marcin,$eauthor. =245 10$aDrying Characteristics of Spray-Applied Cellulose Fiber Insulation /$cMarcin Pazera, Mikael Salonvaara. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aCellulose fiber insulation (CFI) can be installed as a loose-blown or spray-applied product. Spray-applied CFI is installed in a wet or damp form with water and sometimes adhesives used as bonding agents. The spray application leads to a more uniform and homogenous product with lower density in comparison to loose-blown insulation. It is self-supporting and does not need permanent retainers and can lead to cost savings for the installers. In new construction, spray-applied CFI is gaining acceptance and popularity in northern regions of the United States. Installations are performed year round even in cold regions of the country. Walls are often enclosed with interior finishes shortly following the installation of spray-applied CFI. It is commonly assumed that moisture contained in the CFI will dry out within a short period of time. Limited information exists in the public domain regarding the drying characteristics of walls with spray-applied CFI insulation and how proper drying rates can be achieved. The hygrothermal response of a typical residential wood-framed wall was investigated using combined numerical and empirical approaches. Hygrothermal computer model was employed to examine drying rates and residual moisture contents in the CFI and exterior sheathing. Laboratory tests were conducted to quantify and validate hygrothermal storage and transport properties of CFI. The results show slow drying rates for spray-applied CFI installed in cold weather. The drying period for CFI to reach moisture content levels safe for the installation of interior finishes can exceed the recommended 24-48 hr. In fact, the walls will not fully dry unless the relative humidity of the interior air is maintained below the critical limit, which is dependent on the outdoor temperature. The current practice of measuring the moisture content at the surface or at the center depth of the cavity is not representative of moisture contents at other locations and is a misleading indicator whether the insulation in its full depth is sufficiently dry for the installation of gypsum wallboard. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCondensation. =650 \0$aVapor pressure. =650 \0$aBuilt-in moisture. =650 \0$aMoisture transport. =650 \0$aVapor pressure$xTables. =650 \0$aOrganic compounds. =650 14$aCellulose fiber insulation. =650 24$aBuilt-in moisture. =650 24$aCondensation. =650 24$aMoisture transport. =650 24$aVapor pressure. =700 1\$aSalonvaara, Mikael,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102971.htm =LDR 02941nab a2200481 i 4500 =001 JTE102997 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102997$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102997$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTX23 =082 04$a640/.973$223 =100 1\$aGrossmann, Günter,$eauthor. =245 10$aMeasurement Method for the Assessment of the Energy Consumption of Cooking Setups /$cGünter Grossmann, Claudio Weiss. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aEnergy efficiency in household appliances is a concern in energy saving scenarios. Especially, the equipment for cooking is very likely for energy waste since a lot of energy is used to produce steam, where simmering the goods to be cooked is sufficient. The reduction of this loss is the main goal of the energy optimization of cooking equipment. In standardization, only the measurement of the energy consumption of the heat up of water is regulated, not the cooking procedure itself, since the standard is dedicated to assess the heat transfer from the cooking zone to the water in a pan. However, it is the cooking phase after heat up that accounts for the largest part of energy waste. Thus, a comparison of the energy consumption between different cooking setups is difficult. In the work presented, a measurement procedure has been worked out to measure the energy needed for a cooking cycle with a cooking setup, which consists of the cooking zone, the cookware, and the regulating equipment, as well as to determine the influence of the behaviour of the user. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEnergy conservation. =650 \0$aHome appliances. =650 \0$aHousehold appliances. =650 \0$aMeasurements. =650 14$aHome appliances. =650 24$aEnergy conservation. =650 24$aMeasurements. =700 1\$aWeiss, Claudio,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102997.htm =LDR 03381nab a2200529 i 4500 =001 JTE103088 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103088$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103088$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE250 =082 04$a625.8$223 =100 1\$aShen, Shihui,$eauthor. =245 10$aEnergy Based Laboratory Fatigue Failure Criteria for Asphalt Materials /$cShihui Shen, Xin Lu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThe definition of fatigue failure in the laboratory is not only an important but also a controversial issue. Researchers have developed a number of fatigue failure criteria, including the most traditional one, which defines failure at the cycle to 50 % initial modulus reduction. However, this definition is always challenged due to its lack of physical background. Recent studies showed that the dissipated energy ratio approach appears to be a favorable concept, which takes into account the fundamental dissipated energy evolution behavior of asphalt materials during a cyclic fatigue test. This paper conducted a review of three different energy based fatigue failure criteria and evaluated their applicability for fatigue data from asphalt binders and mixtures and under both stress and strain controlled loading modes. A macroscopic failure criterion is recommended, which is defined as the sudden change of the dissipated energy evolution curve and is consistently related to the beginning of macrocrack propagation. In addition, by comparing different failure criteria, the traditional 50 % initial modulus reduction criterion was found to have a strong correlation with energy based macroscopic fatigue failure for both mixtures and binders. It is thus suggested that the 50 % initial modulus reduction failure can be used as a simple but reasonable fatigue criterion, which indicates the transition from microcrack to macrocrack. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aFailure criteria. =650 \0$aAsphalt materials. =650 \0$aDissipated energy. =650 \0$aAsphalt. =650 \0$aFailures. =650 \0$aPavements, Asphalt. =650 14$aAsphalt materials. =650 24$aFatigue. =650 24$aFailure criteria. =650 24$aDissipated energy. =700 1\$aLu, Xin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103088.htm =LDR 02238nab a2200529 i 4500 =001 JTE10079J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10079J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10079J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273 =082 04$a519.2$223 =100 1\$aLittle, RE.,$eauthor. =245 10$aTables for Making an Early Decision in Precedence Tests /$cRE. Little. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aTables are presented for critical values of Young's nonparametric D statistic, which may permit early termination of statistical precedence tests in accelerated life test comparisons. Use of the tables is explained for acclerated comparisons of the proposed and present designs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLife tests. =650 \0$aLife comparisons. =650 \0$aProbability theory. =650 \0$aStatistical analysis. =650 \0$aNonparametric statistics. =650 \0$aProbability. =650 \0$aStatistical inference. =650 14$aStatistical analysis. =650 24$aLife tests. =650 24$aLife comparisons. =650 24$aProbability theory. =650 24$aNonparametric statistics. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10079J.htm =LDR 01915nab a2200385 i 4500 =001 JTE10081J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10081J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10081J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQP752.W3 =082 04$a574.1/924$223 =245 00$aStabilized Low Molecular Weight Wax Crystals. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis series of three photographs by T. H. West, which appears on the following pages, won 3rd Prize in Techniques in the Photomicrography Section of the 1973 ASTM Photographic Exhibit (see story in November 1978 JTE). Mr. West works in the Research Department of Imperial Oils Enterprises Ltd., P.O. Box 3022, Sarnia, Ontario, Canada N7T 7M1. Information on entering the 1974 Photographic Exhibit is given on p. 125. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWax. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10081J.htm =LDR 02702nab a2200637 i 4500 =001 JTE10086J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10086J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10086J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA479.S7 =082 04$a620.1/7$223 =100 1\$aKies, FK.,$eauthor. =245 10$aHigh-Temperature Properties of a High-Purity Ferritic Stainless Steel /$cFK. Kies, CD. Schwartz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThe resistance of Alloy XM-27 to a variety of high-temperature environments was investigated. The alloy was tested in cyclic and semicontinuous oxidation and sulfidizing environments, and the results were compared to conventional, heat resistant alloys. Elevated tensile and stress rupture properties and resistance to embrittlement at 482, 704, and 982°C (900, 1300, and 1800°F) were evaluated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPurity. =650 \0$aOxidation. =650 \0$aEmbrittlement. =650 \0$aSulfidization. =650 \0$aTensile properties. =650 \0$aHeat resistant alloys. =650 \0$aHigh temperature tests. =650 \0$aFerritic stainless steels. =650 \0$aStainless steel. =650 \0$aChrome-nickel steel. =650 \0$aCorrosion resistant alloys. =650 14$aFerritic stainless steels. =650 24$aHeat resistant alloys. =650 24$aPurity. =650 24$aHigh temperature tests. =650 24$aOxidation. =650 24$aSulfidization. =650 24$aStress rupture properties. =650 24$aEmbrittlement. =650 24$aTensile properties. =700 1\$aSchwartz, CD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10086J.htm =LDR 02597nab a2200541 i 4500 =001 JTE10076J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10076J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10076J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.T5 =082 04$a620.1/89322$223 =100 1\$aFitzGerald, JH.,$eauthor. =245 12$aA Test Procedure for Determining the Influence of Stress Ratio on Fatigue Crack Growth /$cJH. FitzGerald, RP. Wei. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aA test procedure is outlined by which the rate of fatigue crack growth over a range of stress ratios and stress intensities can be determined expeditiously using a small number of specimens. This procedure was developed to avoid or circumvent the effects of load interactions on fatigue crack growth, and was used to develop data on a mill annealed Ti-6Al-4V alloy plate. Experimental data suggest that the rates of fatigue crack growth among the various stress ratios may be correlated in terms of an effective stress intensity range, ? Keff, at given values of Kmax. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTests. =650 \0$aCrack propagation. =650 \0$aFracture mechanics. =650 \0$aFatigue (materials) =650 \0$aStress stress ratio. =650 \0$aTitanium alloys. =650 14$aFracture mechanics. =650 24$aFatigue (materials) =650 24$aCrack propagation. =650 24$aTests. =650 24$aStress stress ratio. =650 24$aTitanium alloys. =700 1\$aWei, RP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10076J.htm =LDR 03022nab a2200745 i 4500 =001 JTE10078J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10078J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10078J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC183 =082 04$a541/.33$223 =100 1\$aBritton, SC.,$eauthor. =245 10$aEstimation of Skid Numbers from Surface Texture Parameters in the Rational Design of Standard Reference Pavements for Test Equipment Calibration /$cSC. Britton, WB. Ledbetter, BM. Gallaway. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b38 =520 3\$aAccurate measurement of highway skid resistance has required the application of appropriate reference standards for the calibration of locked wheel skid trailers [ASTM Test for Skid Resistance of Paved Surfaces Using a Full-Scale Tire (E 274-70)] used as test equipment. This investigation was concerned with the development of criteria needed for the design of primary standard reference pavement surfaces. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTires. =650 \0$aTreads. =650 \0$aTexture. =650 \0$aHystersis. =650 \0$aPavements. =650 \0$aCalibrating. =650 \0$aTest equipment. =650 \0$aSkid resistance. =650 \0$aSurface properties. =650 \0$aManufactured aggregate. =650 \0$aReferences (standards) =650 \0$aMotor vehicle accidents. =650 \0$aAdhesion. =650 \0$aCohesion. =650 14$aSkid resistance. =650 24$aMotor vehicle accidents. =650 24$aReferences (standards) =650 24$aPavements. =650 24$aSurface properties. =650 24$aTexture. =650 24$aTreads. =650 24$aTires. =650 24$aHystersis. =650 24$aAdhesion. =650 24$aTest equipment. =650 24$aLocked wheel skid trailers. =650 24$aCalibrating. =650 24$aManufactured aggregate. =700 1\$aLedbetter, WB.,$eauthor. =700 1\$aGallaway, BM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10078J.htm =LDR 02429nab a2200589 i 4500 =001 JTE10085J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10085J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10085J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD881 =082 04$a628.5/3$223 =100 1\$aZief, M.,$eauthor. =245 10$aContamination Control in the Production of High-Purity Chemicals /$cM. Zief, J. Horvath. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aContamination problems inherent in the preparation of high-purity chemicals must be recognized and controlled. Major problems such as airborne contamination, leaching from containers, and reagents for ultratrace elemental analysis are reviewed. Trace impurities contributed by electrostatic charges, filtration media, and water are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCleaning. =650 \0$aClean air. =650 \0$aContainers. =650 \0$aContaminants. =650 \0$aTrace elements. =650 \0$aParticulate matter. =650 \0$aStatic electricity. =650 \0$aAir contaminants. =650 \0$aAir pollution. =650 14$aContaminants. =650 24$aClean air. =650 24$aContainers. =650 24$aTrace elements. =650 24$aParticulate matter. =650 24$aStatic electricity. =650 24$aCleaning. =700 1\$aHorvath, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10085J.htm =LDR 02876nab a2200553 i 4500 =001 JTE10080J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10080J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10080J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH201 =082 04$a502.82$223 =100 1\$aSaur, RL.,$eauthor. =245 10$aSources and Magnitude of Errors in the Measurement of Coating Thickness with the Double-Beam Interference Microscope /$cRL. Saur. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aAn analysis was made of three factors (fringe width, phase change, and surface roughness) which contribute to errors in measurement of coating thickness with a double-beam interference microscope. Excluding any unpredictable contributions made by surface roughness, a theoretical analysis based on a literature search revealed that the total of the two remaining errors will not exceed ±0.19 ?m (±0.0076 mil) if either the coating or its substrate is a metal. If both are metals, the error will not exceed ±0.12 ?m (±0.0048 mil). Measurements were made on a few samples of common coating systems. The errors experienced were much less than the above theoretical values, and would not normally contribute significantly to measurements with the double-beam interference microscope. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMicroscopy. =650 \0$aAnodic coatings. =650 \0$aInterferometers. =650 \0$aChromium coatings. =650 \0$aDimensional measurement. =650 \0$aElectrodeposited coatings. =650 \0$aAnalysis, Microscopic. =650 \0$aLight microscopy. =650 14$aMicroscopy. =650 24$aInterferometers. =650 24$aDimensional measurement. =650 24$aChromium coatings. =650 24$aAnodic coatings. =650 24$aElectrodeposited coatings. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10080J.htm =LDR 02369nab a2200553 i 4500 =001 JTE10077J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10077J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10077J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD54.C4 =082 04$a542.9$223 =100 1\$aPace, JA.,$eauthor. =245 10$aModified Centrifuge Technique for Hydrolytic Stability of Neopentyl Polyol Ester Lubricants /$cJA. Pace. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA modification of the ASTM Test for Hydrolytic Stability of Hydraulic Fluids (Beverage Bottle Test Method) [D 2619-67 (1972)] is proposed to permit the application to fluids with specific gravities near to that of water. Data obtained in applying this modification to MIL-L-23699 "Lubricating Oil, Aircraft Turbine Engine, Synthetic Base" are presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStandards. =650 \0$aHydrolysis. =650 \0$aLubricants. =650 \0$aModified method. =650 \0$aWater contamination. =650 \0$aNeopentyl polyol esters. =650 \0$aCentrifuges. =650 14$aLubricants. =650 24$aHydrolysis. =650 24$aStandards. =650 24$aNeopentyl polyol esters. =650 24$aWater contamination. =650 24$aModified method. =650 24$aCentrifuges. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10077J.htm =LDR 02873nab a2200625 i 4500 =001 JTE10083J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10083J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10083J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a624.1/834$223 =100 1\$aAl-Rawi, RS.,$eauthor. =245 14$aThe Effects of Composition and Fineness of Cement in Accelerated Testing of Concrete /$cRS. Al-Rawi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe effects of C3A content, fineness, gypsum content, C3S:C2S ratio, and alkali content of the cement on the correlation between 1-day accelerated and 28-day normal strength of concrete were investigated. The accelerated testing method used was that developed by the Institution of Civil Engineers (ICE) Accelerated Testing Committee [1]. Both C3A and alkali content did not affect the correlation between accelerated and 28-day strength. Increased fineness caused the predicted 28-day strength to be less than actual. Increased gypsum content could cause an increase in accelerated strength and at the same time a decrease in 28-day strength. The ICE correlation was not applicable when cements of low C3S:C2S ratio were used. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGypsum. =650 \0$aCements. =650 \0$aAlkalies. =650 \0$aFineness. =650 \0$aConcretes. =650 \0$aSilicates. =650 \0$aAluminates. =650 \0$aAccelerated tests. =650 \0$aCompressive strength. =650 \0$aConcrete. =650 \0$aBuilding materials. =650 14$aAccelerated tests. =650 24$aCompressive strength. =650 24$aConcretes. =650 24$aCements. =650 24$aFineness. =650 24$aGypsum. =650 24$aAluminates. =650 24$aSilicates. =650 24$aAlkalies. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10083J.htm =LDR 03112nab a2200649 i 4500 =001 JTE10082J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10082J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10082J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a624.1/834$223 =100 1\$aOrchard, DF.,$eauthor. =245 14$aThe Effect of Cement Properties and the Thermal Compatibility of Aggregates on the Strength of Accelerated Cured Concrete /$cDF. Orchard, R. Jones, RS. AL-Rawi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aMost research work on the effect of the thermal expansion of the constituents of concrete has concentrated chiefly on hardened concrete. Its resistance to heating and cooling and to freezing and thawing has been used for purposes of assessment. The works of different investigators have led to considerable contradiction and no definite conclusion can be drawn on the effect of differences between the coefficients of thermal expansion of the constituents of concrete. Findings show effects on the durability under repeated cycles of freezing and thawing and the compressive strength of concrete subjected to temperature change. There is some evidence that the relative expansions of the constituents of fresh concrete cause a reduction of its ultimate strength under conditions of accelerated curing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCuring. =650 \0$aCements. =650 \0$aStresses. =650 \0$aConcretes. =650 \0$aAggregates. =650 \0$aCompatibility. =650 \0$aThermal expansion. =650 \0$aConcrete durability. =650 \0$aCompressive strength. =650 \0$aConcrete. =650 \0$aBuilding materials. =650 14$aConcretes. =650 24$aCements. =650 24$aAggregates. =650 24$aCompatibility. =650 24$aThermal expansion. =650 24$aCuring. =650 24$aConcrete durability. =650 24$aCompressive strength. =650 24$aStresses. =700 1\$aJones, R.,$eauthor. =700 1\$aAL-Rawi, RS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10082J.htm =LDR 02876nab a2200637 i 4500 =001 JTE10084J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10084J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10084J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA931 =082 04$a531/.382$223 =100 1\$aRostoker, W.,$eauthor. =245 10$aSome Mechanical Properties of Sintered Fiber Metal Composites /$cW. Rostoker, JO. Galante, G. Shen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aKinked, short-length, fine wire can be molded by conventional powder metallurgy procedures and sintered to a porous composite with large proportions of interconnecting voids. This material has potential applications for implanted prosthetic systems. The material behaves in a nonlinear elastic fashion which may be approximated as two linear elastic processes. In the strain range of 0 to about 0.5 percent, the elastic modulus can be less than 1 kg/mm2. In a higher strain regime the elastic modulus is about 100 kg/mm2. A total elastic strain range of 1.5 to 4 percent is found. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrains. =650 \0$aMetal fibers. =650 \0$aFiber composites. =650 \0$aTensile strength. =650 \0$aProsthetic devices. =650 \0$aInterconnecting voids. =650 \0$aMechanical properties. =650 \0$aModulus of elasticity. =650 \0$aElasticity. =650 \0$aElastic properties. =650 14$aModulus of elasticity. =650 24$aInterconnecting voids. =650 24$aMetal fibers. =650 24$aProsthetic devices. =650 24$aStrains. =650 24$aTensile strength. =650 24$aMechanical properties. =650 24$aFiber composites. =650 24$aElastic properties. =700 1\$aGalante, JO.,$eauthor. =700 1\$aShen, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10084J.htm =LDR 02910nab a2200565 i 4500 =001 JTE10036J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10036J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10036J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE471.3 =082 04$a552/.5$223 =100 1\$aParry, RHG,$eauthor. =245 10$aMultistage Triaxial Testing of Lightly Overconsolidated Clays /$cRHG Parry, V. Nadarajah. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aA comparison has been made between consolidated undrained tests on separate soil specimens and multistage testing of a single specimen. Three series of samples were prepared, two of the series consisting of remolded kaolin in each of which the specimens were lightly overconsolidated under K0 conditions, and one series consisting of undisturbed specimens of soft silty clay from a site at Fulford near York in England. It is concluded from these tests that although some differences arise from the two methods, the results from multistage tests are adequate for practical purposes both in the prediction of failure conditions and in the prediction of deformations and pore pressure response under working loads. In view of the number of advantages accruing from multistage testing, it is recommended that this method should be used in the routine triaxial testing of soft lightly overconsolidated clays of low sensitivity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrength. =650 \0$aTriaxial. =650 \0$aUndrained. =650 \0$aDeformation. =650 \0$aMulti-stage. =650 \0$aClay. =650 \0$aAluminum silicates. =650 \0$aBinders (Materials) =650 14$aClay. =650 24$aDeformation. =650 24$aMulti-stage. =650 24$aStrength. =650 24$aTriaxial. =650 24$aUndrained. =700 1\$aNadarajah, V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10036J.htm =LDR 03361nab a2200733 i 4500 =001 JTE10042J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10042J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10042J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.F4 =082 04$a546/.621$223 =100 1\$aLucks, CF.,$eauthor. =245 10$aArmco Iron :$bNew Concept and Broad-Data Base Justify Its Use as a Thermal Conductivity Reference Material /$cCF. Lucks. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b45 =520 3\$aA new treatment for the data generated over a period of almost 40 years, including results of a recently completed round robin, indicate no reason for not continuing the use of Armco iron as a thermal conductivity reference material in the temperature range 80 to 925 K. The correlation of thermal conductivity and temperature divided by electrical resistivity is linear in this temperature range with changes in slope at reasonable magnetic transition temperatures for ?-Fe2O3 and Fe3C. The small amounts of the two compounds present coupled with electrical resistivity trends for the impurity elements hydrogen, nitrogen, and oxygen suggest the thermal and electrical transport properties are measurably influenced by a semicontinuous or continuous network of hydrogen and iron compounds in the grain boundaries. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHydrogen. =650 \0$aArmco iron. =650 \0$aIngot iron. =650 \0$aIron carbide. =650 \0$aLorenz ratio. =650 \0$aGrain boundary. =650 \0$aImpurity effects. =650 \0$aThermal treatment. =650 \0$aReference material. =650 \0$aMagnetic ingot iron. =650 \0$aThermal conductivity. =650 \0$aBasic open hearth iron. =650 \0$aElectrical resistivity. =650 \0$aFerric oxide. =650 \0$aIron oxide. =650 14$aArmco iron. =650 24$aMagnetic ingot iron. =650 24$aIngot iron. =650 24$aBasic open hearth iron. =650 24$aReference material. =650 24$aThermal conductivity. =650 24$aElectrical resistivity. =650 24$aLorenz ratio. =650 24$aImpurity effects. =650 24$aGrain boundary. =650 24$aHydrogen. =650 24$aIron carbide. =650 24$aIron oxide. =650 24$aThermal treatment. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10042J.htm =LDR 02663nab a2200505 i 4500 =001 JTE10044J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10044J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10044J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS300 =082 04$a669$223 =100 1\$aChait, R.,$eauthor. =245 10$aFlow and Fracture of High Strength Steels in Torsion /$cR. Chait. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThe torsional flow and fracture characteristics of several high strength steels are examined. Comparison is made to flow curves obtained in uniaxial tension. It is noted that the flow curve obtained in torsion may not necessarily duplicate the flow curve determined in tension. It is suggested that lack of agreement may be due to the presence of microcracks. Nonuniform deformation localizes the formation of microcracks. It is shown that the tendency to deform locally is influenced not only by strength level but by the value of the strain hardening exponent as well. Torsional strains are also presented and compared to corresponding tensile fracture strain data. It is noted that the value of the torsional fracture strain may be low and less than the tensile fracture strain despite a fracture surface which appears ductile. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTorsion. =650 \0$aPlastic flow. =650 \0$aFracture properties. =650 \0$aHigh strength steels. =650 \0$aSteel. =650 \0$aIron. =650 14$aHigh strength steels. =650 24$aTorsion. =650 24$aFracture properties. =650 24$aPlastic flow. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10044J.htm =LDR 02752nab a2200601 i 4500 =001 JTE10043J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10043J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10043J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBF482 =082 04$a612.744$223 =100 1\$aFindley, WN.,$eauthor. =245 14$aThe Effect of the Intermediate Principal Stress on Triaxial Fatigue of 7075-T6 Aluminum Alloy /$cWN. Findley, JF. Tracy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aFatigue tests of 7075-T6 aluminum alloy under synchronous pulsating triaxial stresses were performed with three different values of the intermediate principal stress. Thick-walled tubes were subjected to internal pressure plus axial stress such that the state of stress at the inner surface was as follows: in the first case, the intermediate principal stress was a compression equal to the internal pressure; in the second, it was a tension equal to the internal pressure; and in the third, it was a tension equal to the hoop stress at the inner surface. Results showed no effect of the intermediate principal stress. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTresca. =650 \0$aTriaxial. =650 \0$aAluminum alloy. =650 \0$aFailure theory. =650 \0$aCombined stress. =650 \0$aPrincipal stress. =650 \0$aTriaxial fatigue. =650 \0$aFatigue. =650 \0$aExhaustion. =650 14$aAluminum alloy. =650 24$aCombined stress. =650 24$aFailure theory. =650 24$aFatigue. =650 24$aPrincipal stress. =650 24$aTresca. =650 24$aTriaxial. =650 24$aTriaxial fatigue. =700 1\$aTracy, JF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10043J.htm =LDR 02348nab a2200565 i 4500 =001 JTE10045J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10045J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10045J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS300 =082 04$a669$223 =100 1\$aHawthorne, JR.,$eauthor. =245 10$aContributions of Selected Residual Elements to the Radiation Embrittlement Sensitivity of Steel Forgings /$cJR. Hawthorne. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aResidual impurity element content has a major influence on the sensitivity of low alloy steels to radiation-induced embrittlement. The identification of phosphorus as highly detrimental to irradiation performance has made tin, arsenic, and antimony additional suspect elements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aForgings. =650 \0$aNotch ductility. =650 \0$aNuclear reactors. =650 \0$aPressure vessels. =650 \0$aRadiation sensitivity. =650 \0$aRadiation embrittlement. =650 \0$aSteel. =650 \0$aIron. =650 14$aForgings. =650 24$aRadiation embrittlement. =650 24$aNuclear reactors. =650 24$aRadiation sensitivity. =650 24$aNotch ductility. =650 24$aPressure vessels. =650 24$aSteel. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10045J.htm =LDR 03879nab a2200841 i 4500 =001 JTE10034J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10034J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10034J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC290 =082 04$a536/.6$223 =100 1\$aCrowley, DP.,$eauthor. =245 10$aTest Facilities for Measuring the Thermal Response of Materials to the Fire Environment /$cDP. Crowley, FL. Tempesta, GK. Castle, EB. Belason, LJ. D'Avanzo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aSubscale fire test facilities have been developed for evaluating the thermal response of material test specimens exposed to a variety of fire conditions. One of the facilities was used in an investigation of the feasibility of using subscale fire testing as an aid in predetermining the thermal performance of materials exposed to a full scale E 119 fire environment. Environmental incident heat flux histories were obtained during an Underwriter's Laboratory development safe-column furnace test of a prototype plastic fire resistant material assembly. These same heat flux histories were recreated in the subscale fire test facility. A specimen of the prototype plastic material was tested in the recreated environment. A comparison of the thermal performance of the material tested in the full scale and recreated fire environments showed good agreement. This paper presents a description of the subscale facilities and the results of correlating the E 119 fire test with the subscale fire test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTesting. =650 \0$aPlastics. =650 \0$aUL tests. =650 \0$aHeat flux. =650 \0$aFire tests. =650 \0$aRadiometry. =650 \0$aFire hazard. =650 \0$aFurnace tests. =650 \0$aFire environment. =650 \0$aSubscale testing. =650 \0$aFire temperatures. =650 \0$aComposite materials. =650 \0$aThermal performance. =650 \0$aFire resistant tests. =650 \0$aFire resistant materials. =650 \0$aCalorimetry. =650 \0$aCalorimeters and calorimetry. =650 \0$aTemperature measurements. =650 14$aComposite materials. =650 24$aFire tests. =650 24$aThermal performance. =650 24$aTesting. =650 24$aFurnace tests. =650 24$aHeat flux. =650 24$aUL tests. =650 24$aSubscale testing. =650 24$aFire resistant materials. =650 24$aFire resistant tests. =650 24$aFire hazard. =650 24$aPlastics. =650 24$aCalorimetry. =650 24$aRadiometry. =650 24$aFire temperatures. =650 24$aFire environment. =700 1\$aTempesta, FL.,$eauthor. =700 1\$aCastle, GK.,$eauthor. =700 1\$aBelason, EB.,$eauthor. =700 1\$aD'Avanzo, LJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10034J.htm =LDR 02981nab a2200577 i 4500 =001 JTE10046J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10046J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10046J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA483 =082 04$a669$223 =100 1\$aFox, A.,$eauthor. =245 10$aFatigue Properties of a Tin-Modified Copper Nickel Alloy (CA-725) /$cA. Fox. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThe reversed bending fatigue properties of a Cu-9Ni-2Sn alloy, designated CA-725, were studied as they might be influenced by prior cold rolling and by the orientation of the normal stress with respect to the direction of rolling. The fatigue strength of this alloy was found to increase as a function of prior cold work for cold reductions ranging from 21 to 95 percent. In this respect this material is different from 5 percent tin phosphor bronze (CA-510) and 12 percent nickel silver (CA-762) for which no further improvement in fatigue strength is noted in the range of cold reductions 50-70 percent. For cold reductions greater than 37 percent (hard temper) the fatigue strength for material stressed at 90 deg to the direction of rolling is consistently higher than for material stressed in the parallel direction. This anisotropic effect becomes more pronounced with increasing prior cold work. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSprings. =650 \0$aCopper alloys. =650 \0$aFatigue (metals) =650 \0$aMechanical testing. =650 \0$aElectromechanical springs. =650 \0$aAlloys. =650 \0$aMetallic alloys. =650 \0$aMetallic composites. =650 14$aElectromechanical springs. =650 24$aAlloys. =650 24$aCopper alloys. =650 24$aCopper-nickel-tin alloys. =650 24$aFatigue (metals) =650 24$aMechanical properties (metals) =650 24$aMechanical testing. =650 24$aSprings. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10046J.htm =LDR 02281nab a2200529 i 4500 =001 JTE10035J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10035J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10035J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.E6 =082 04$a668/.374$223 =100 1\$aWorley, AA.,$eauthor. =245 10$aFlow Test for Determination of Set-Time of Powdered Coatings /$cAA. Worley, JG. Zell. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn the manufacture of torroidal core rings coated with epoxy powder coating material the smoothness of the coating is influenced by the flow and cure characteristics of the material. These characteristics of thermosetting powder coatings could not be evaluated with standard test procedures that were available for determining the properties of liquid coating materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSet-time. =650 \0$aFlow test. =650 \0$aSpiral flow. =650 \0$aEpoxy powder. =650 \0$aPowder coatings. =650 \0$aEpoxy resins. =650 14$aPowder coatings. =650 24$aFlow test. =650 24$aSet-time. =650 24$aSpiral flow. =650 24$aEpoxy powder. =700 1\$aZell, JG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10035J.htm =LDR 03328nab a2200625 i 4500 =001 JTE10040J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10040J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10040J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD171 =082 04$a546.3$223 =100 1\$aWonsiewicz, BC.,$eauthor. =245 10$aFinite Strain and the 0.01 Percent Offset Yield Strength /$cBC. Wonsiewicz, RR. Hart. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe validity of the stress at 0.01 percent offset as an approximation to the elastic limit was evaluated for a high-strength material, textured copper-beryllium CA-172. Specimens were loaded in uniaxial tension and precise determinations were made of the load-extension diagram. In loading to a strain of 0.85 percent, offsets of ~0.02 percent were observed with insignificant permanent strain (<5 x 10-5) remaining on release of the load. Permanent strain of 0.01 percent occurred only after an offset of 0.05 percent and a strain of 1 percent. The nonlinearities observed correspond to previously reported higher-order elastic effects in copper. A priori corrections to the offset strength for elastic nonlinearities are impractical since the nonlinearities depend on both the higher-order elastic constants of the material and the preferred orientation. The limitations of the offset yield strengths are discussed and the suggestion made that dynamic energy absorption techniques be considered to measure the onset of plastic flow; that is, plastic strains of about 0.01 percent. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aElastic limit. =650 \0$aYield strength. =650 \0$aCopper beryllium. =650 \0$aMechanical tests. =650 \0$aProportional limit. =650 \0$aMechanical properties. =650 \0$aNonlinear elastic strain. =650 \0$aMetals. =650 \0$aMetallic elements. =650 \0$aOres. =650 14$aMechanical tests. =650 24$aMechanical properties. =650 24$aElastic limit. =650 24$aYield strength. =650 24$aProportional limit. =650 24$aNonlinear elastic strain. =650 24$aDynamic energy absorption technique. =650 24$aMetals. =650 24$aCopper beryllium. =700 1\$aHart, RR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10040J.htm =LDR 03060nab a2200805 i 4500 =001 JTE10037J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10037J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10037J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.C2 =082 04$a546/.393$223 =100 1\$aCrow, RF.,$eauthor. =245 10$aAtomic Absorption Analysis of Portland Cement and Raw Mix Using a Lithium Metaborate Fusion /$cRF. Crow, JD. Connolly. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aA rapid and accurate atomic absorption method is described for the analysis of nine elements in portland cement and portland cement raw mix. These elements are aluminum, calcium, iron, magnesium, manganese, potassium, sodium, silicon, and strontium. Samples are fused with anhydrous lithium metaborate in a graphite crucible, and the molten melt is poured into a dilute acid solution. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOxides. =650 \0$aSodium. =650 \0$aSilicon. =650 \0$aAluminum. =650 \0$aMagnesium. =650 \0$aManganese. =650 \0$aPotassium. =650 \0$aStrontium. =650 \0$aFusion (melting) =650 \0$aPortland cements. =650 \0$aChemical analysis. =650 \0$aGraphite crucible. =650 \0$aLithium metaborate. =650 \0$aSpectroscopic analysis. =650 \0$aCalcium. =650 \0$aAlkaline earth metals. =650 14$aAluminum. =650 24$aAtomic absorption spectroscopy. =650 24$aCalcium. =650 24$aChemical analysis. =650 24$aFusion (melting) =650 24$aGraphite crucible. =650 24$aIron. =650 24$aLithium metaborate. =650 24$aMagnesium. =650 24$aManganese. =650 24$aOxides. =650 24$aPortland cements. =650 24$aPortland cement raw materials. =650 24$aPotassium. =650 24$aSilicon. =650 24$aSodium. =650 24$aStrontium. =650 24$aSpectroscopic analysis. =700 1\$aConnolly, JD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10037J.htm =LDR 03262nab a2200601 i 4500 =001 JTE10041J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10041J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10041J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD75 =082 04$a543$223 =100 1\$aCastle, GK.,$eauthor. =245 10$aAnalytical Prediction of the Thermal Response of Decomposing Materials in Fire Environments /$cGK. Castle, JG. Alexander, FL. Tempesta, EB. Belason. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aAn analytical model is presented which accurately predicts the thermal response of decomposing materials in fire environments. The model is the same one developed for the design of reentry and space vehicle heat shield materials including the Apollo heat shield. The analysis handles one dimensional transient thermal conduction with decomposition, surface reactions, and transpiration with a variety of surface boundary conditions. Both temperature and density dependent properties are utilized for proper characterization of the thermophysical behavior of a material. Basic details of the thermal processes involved are given as well as the scope of the model. Thermal analyses of three different types of materials exposed to two different fire environments are presented. Two materials, gypsum wall board and a spray-on fiber material, were tested in a controlled subscale fire at the Avco Laboratories, while the third, a reinforced plastic, was tested at Underwriters' Laboratories in a safe-column furnace. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWall board. =650 \0$aSpray-on fiber. =650 \0$aThermodynamics. =650 \0$aAnalytical model. =650 \0$aFire environment. =650 \0$aReinforced plastic. =650 \0$aThermal analysis. =650 14$aThermal analysis (materials) =650 24$aThermodynamics. =650 24$aAnalytical model. =650 24$aWall board. =650 24$aSpray-on fiber. =650 24$aReinforced plastic. =650 24$aFire environment. =650 24$aThermal properties (materials) =700 1\$aAlexander, JG.,$eauthor. =700 1\$aTempesta, FL.,$eauthor. =700 1\$aBelason, EB.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10041J.htm =LDR 02678nab a2200541 i 4500 =001 JTE10039J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10039J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10039J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA355 =082 04$a621.8/11$223 =100 1\$aWillertz, LE.,$eauthor. =245 13$aAn Analog Control System for an Inverted Torsion Pendulum /$cLE. Willertz, AH. Pradhan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aAn analog system has been designed, constructed, and tested for driving an inverted torsion pendulum used in determining damping and internal friction properties of materials. The system is capable of determining log decrements from the electrical characteristics of the system from 10-4 to 10-1 at stresses from 102 to 105 psi with the results being plotted directly by an X-Y recorder. Other variables can be plotted on the x axis in addition to stress, such as magnetic field strength, temperature, time, and axial loads to make this a valuable instrument in the field of metallurgical research. Initial results using this system have shown them to compare almost exactly with those obtained using the usual free decay method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAnalog. =650 \0$aControl. =650 \0$aDamping. =650 \0$aTorsion pendulum. =650 \0$aInternal friction. =650 \0$aDamping (Mechanics) =650 \0$aOscillations. =650 14$aDamping. =650 24$aInternal friction. =650 24$aAnalog. =650 24$aTorsion pendulum. =650 24$aControl. =700 1\$aPradhan, AH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10039J.htm =LDR 02779nab a2200601 i 4500 =001 JTE10038J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10038J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10038J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLB1075 =082 04$a150$223 =100 1\$aRaske, DT.,$eauthor. =245 10$aFatigue Failure Predictions for Plates with Holes and Edge Notches /$cDT. Raske. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b37 =520 3\$aA means to determine the fatigue notch factor, Kf is devised by identifying the zone of metal at the notch root which is thought to govern the fatigue process. Corrections are then developed for the effects of the stress gradient and critical volume in this zone. The resulting equation for Kf embodies these corrections and the theoretical elastic stress concentration factor, Kt. Experimental verification is obtained by testing notched plate specimens and by utilizing data from the literature. Predictions of Kf over fatigue lives of from 102 to 106 cycles are within 4 percent of experimental values when calculated in terms of stress and within 9 percent in terms of strain. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrain. =650 \0$aStress. =650 \0$aSize effect. =650 \0$aFatigue life. =650 \0$aFatigue tests. =650 \0$aFatigue (materials) =650 \0$aPlastic deformation. =650 \0$aStress concentrations. =650 \0$aFatigue. =650 \0$aExhaustion. =650 14$aFatigue (materials) =650 24$aFatigue tests. =650 24$aFatigue life. =650 24$aStress concentrations. =650 24$aSize effect. =650 24$aStress. =650 24$aStrain. =650 24$aPlastic deformation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10038J.htm =LDR 02396nab a2200505 i 4500 =001 JTE10252J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10252J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10252J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA355 =082 04$a620.2$223 =100 1\$aProctor, TM.,$eauthor. =245 10$aIntroduction to Papers Presented at the Symposium on Ultrasonic Measurements of Stress /$cTM. Proctor. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aUltrasonic measurements of the variation of elastic modulus with stress have been done for more than 30 years. The inverse problem of measuring residual stress by ultrasonic means is still poorly understood. As a result, the measurement of residual stress by ultrasonic means has not been a successful engineering method. A symposium describing the present state of the art has been held and the written record of some of the contributors to it is presented by the following set of papers. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aResidual stress. =650 \0$aAcoustic measurement. =650 \0$aModulus of elasticity. =650 \0$aVibration$xMeasurement. =650 \0$aStress. =650 14$aStresses. =650 24$aResidual stress. =650 24$aAcoustic measurement. =650 24$aModulus of elasticity. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10252J.htm =LDR 03379nab a2200685 i 4500 =001 JTE10251J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10251J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10251J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQP552.C42 =082 04$a571.6$223 =100 1\$aRamakrishnan, N.,$eauthor. =245 10$aDynamic Effective Young's Modulus of Thin Adhesive Layers in Bonded Joints /$cN. Ramakrishnan, AK. De, S. Suryanarayan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aIn recent years, adhesive bonding has shown promise in replacing or supplementing conventional methods of joining such as riveting, welding, mechanical fastening, and so forth. To evaluate the dynamic characteristics of bonded structures, it is necessary to know the dynamic characteristics of bonded joints. This paper presents the development of an experimental technique to evaluate the dynamic effective Young's modulus (DEYM) of a thin adhesive layer sandwiched between metallic adherends. Considering the difficulties in measuring the strain across the adhesive layer, it was decided to avoid the measurement of strain in this technique. The joint is introduced in a cantilever beam, which causes its resonant frequency to drop because of the lower modulus of the adhesive layer. An analytical technique has been developed to evaluate its modulus from the drop in resonant frequency. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAdhesion. =650 \0$aAraldite. =650 \0$aRegulafalsi. =650 \0$aCarbinol glue. =650 \0$aAdhesive bonding. =650 \0$aCantilever beams. =650 \0$aLissajous figure. =650 \0$aResonant frequency. =650 \0$aShear flexibility factor. =650 \0$aCell adhesion molecules. =650 \0$aCell Adhesion Molecules$xphysiology. =650 14$aAdhesive bonding. =650 24$aDynamic modulus of elasticity. =650 24$aAdhesion. =650 24$aCantilever beams. =650 24$aResonant frequency. =650 24$aShear flexibility factor. =650 24$aBending flexibility factor. =650 24$aNondimensional frequency factor. =650 24$aRegulafalsi. =650 24$aLissajous figure. =650 24$aAraldite. =650 24$aCarbinol glue. =700 1\$aDe, AK.,$eauthor. =700 1\$aSuryanarayan, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10251J.htm =LDR 02767nab a2200577 i 4500 =001 JTE10250J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10250J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10250J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA479.S7 =082 04$a620.1/733$223 =100 1\$aLandow, MP.,$eauthor. =245 10$aApplication of Computer Techniques to Charpy Impact Testing of Irradiated Pressure Vessel Steels /$cMP. Landow, EO. Fromm, JS. Perrin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aA Rockwell AIM 65 microcomputer has been modified to control a remote Charpy V-notch impact test machine. The computer controls not only handling and testing of the specimen but also transference and storage of instrumented Charpy test data. A system of electrical solenoid activated pneumatic cylinders and switches provides the interface between the computer and the test apparatus. A command language has been designated that allows the operator to command checkout, test procedure, and data storage via the computer. Automatic compliance with ASTM test procedures is built into the program. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIrradiation. =650 \0$aImpact tests. =650 \0$aMicrocomputers. =650 \0$aData processing. =650 \0$aMechanical tests. =650 \0$aPressure vessel steels. =650 \0$aMetals at high temperature. =650 \0$aSteel$xStress corrosion$xTesting. =650 14$aImpact tests. =650 24$aData processing. =650 24$aIrradiation. =650 24$aMechanical tests. =650 24$aPressure vessel steels. =650 24$aMicrocomputers. =700 1\$aFromm, EO.,$eauthor. =700 1\$aPerrin, JS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10250J.htm =LDR 02714nab a2200517 i 4500 =001 JTE10257J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10257J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10257J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA355 =082 04$a620.2$223 =100 1\$aHsu, NN.,$eauthor. =245 13$aAn Analytical Approach to Reference Samples for Ultrasonic Residual Stress Measurement /$cNN. Hsu, TM. Proctor, GV. Blessing. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aWhile residual stress measurements using ultrasonic techniques have been under development for some time, practical applications are still limited. One of the difficulties is the lack of suitable reference samples for instrument calibration. This paper specifically addresses the question of how to produce a known stress-state reference sample, and ultrasonically determine its zero stress state. The approach was to design and construct a sample possessing residual stresses that can be deduced from established theory. A shrink-fit ring-plug assembly was fabricated from carefully screened aluminum bar stock, forming a disk suitable for both longitudinal and shear wave calibration. Here we report results using longitudinal waves. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStress state. =650 \0$aResidual stress. =650 \0$aLongitudinal waves. =650 \0$aAcoustic measurement. =650 \0$aSound$xMeasurement. =650 14$aAcoustic measurement. =650 24$aResidual stress. =650 24$aLongitudinal waves. =650 24$aStress state. =700 1\$aProctor, TM.,$eauthor. =700 1\$aBlessing, GV.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10257J.htm =LDR 03802nab a2200685 i 4500 =001 JTE10256J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10256J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10256J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA355 =082 04$a620.2$223 =100 1\$aCantrell, JH.,$eauthor. =245 10$aAnharmonic Properties of Solids from Measurements of the Stress Acoustic Constant /$cJH. Cantrell. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aThe description of anharmonic properties of solids, such as thermal expansion or the interaction of thermal and acoustic phonons, involves generalized Grüneisen parameters that describe the strain dependence of the lattice vibrational frequencies. In the Debye model of specific heats the lattice vibrations are approximated by long wavelength acoustic standing-wave modes of a dispersionless elastic continuum in which the generalized Grüneisen parameters are frequency independent. Recently, a new ultrasonic measurement technique has been developed which uses such long wavelength acoustic modes to monitor axially induced accumulated static loads in threaded fasteners from a state of zero initial stress. A fundamental calibration parameter of the new technique is the stress acoustic constant defined as the fractional change in the resonant standing-wave frequency in the solid cavity per unit applied axial stress. We generalize the equations of elastic wave motion and their solutions to include nonzero homogeneous initial stresses and redefine the stress acoustic constants to include the effect of initial stress. The relationship between the newly defined stress acoustic constants and the strain-generalized Grüneisen parameters is derived, and the implications to material anharmonicity and nonlinear thermoelasticity discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrains. =650 \0$aStresses. =650 \0$aDebye model. =650 \0$aAnharmonicity. =650 \0$aNatural velocity. =650 \0$aLattice vibrations. =650 \0$aUltrasonic velocity. =650 \0$aAcoustic measurement. =650 \0$aNonlinear properties. =650 \0$aResonance frequencies. =650 \0$aStress acoustic constant. =650 \0$aVibration$xMeasurement. =650 \0$aSound$xMeasurement. =650 14$aStresses. =650 24$aStrains. =650 24$aAcoustic measurement. =650 24$aStress acoustic constant. =650 24$aAnharmonicity. =650 24$aNonlinear properties. =650 24$aSecond- and third-order elastic coefficients. =650 24$aUltrasonic velocity. =650 24$aNatural velocity. =650 24$aResonance frequencies. =650 24$aLattice vibrations. =650 24$aDebye model. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10256J.htm =LDR 02942nab a2200649 i 4500 =001 JTE10255J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10255J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10255J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA367 =082 04$a620.102$223 =100 1\$aWilliams, HD.,$eauthor. =245 10$aApplication of Ultrasonic Stress Measurements to Problems in the Electricity Supply Industry /$cHD. Williams, D. Armstrong, RH. Robins. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThe potential advantages of an ultrasonic method of stress measurement stem from the speed with which individual determinations can be made, the ability to determine stresses throughout the bulk of a component, and the nondestructive nature of the test. These advantages may be paramount where large numbers of components are involved, where stress contour mapping is required, where quality control is to be exercised over fabrication or structural erection, or where remote measurement is required in hostile environments or inaccessible locations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBolts. =650 \0$aPipework. =650 \0$aGenerator rotors. =650 \0$aUltrasonic tests. =650 \0$aComparative approach. =650 \0$aNondestructive tests. =650 \0$aStructural integrity. =650 \0$aPractical application. =650 \0$aDetermination of stress. =650 \0$aUltrasonic waves$xIndustrial applications. =650 \0$aUltrasons. =650 14$aDetermination of stress. =650 24$aUltrasonic tests. =650 24$aNondestructive tests. =650 24$aStructural integrity. =650 24$aPipework. =650 24$aBolts. =650 24$aGenerator rotors. =650 24$aPractical application. =650 24$aComparative approach. =700 1\$aArmstrong, D.,$eauthor. =700 1\$aRobins, RH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10255J.htm =LDR 02944nab a2200589 i 4500 =001 JTE10254J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10254J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10254J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ223.T7 =082 04$a621.381/028$223 =100 1\$aArora, A.,$eauthor. =245 10$aUltrasonic Measurement of Residual Stress in Textured Materials /$cA. Arora, MR. James. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aA method is developed that determines the state of stress in a test piece in the presence of texture, that is, preferred grain orientation. This method uses frequency domain analysis of the acoustic birefringence by which an ultrasonic shear wave propagating in a material travels at slightly different velocities in the polarizations parallel and perpendicular to the axes of texture or stress. Results obtained from a Ti-6%Al-4%V block confirm that the velocity shift is linearly dependent on the amount of stress, but is independent of frequency in the case of stress as opposed to the texture. Experimental considerations involving transducer characteristics, bond (transducer to specimen) characteristics, specimen size, and signal processing are discussed in relation to the reliability and repeatability of the data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPolarization. =650 \0$aTransit time. =650 \0$aBirefringence. =650 \0$aPhase velocity. =650 \0$aPreferred orientation. =650 \0$aAcoustic birefringence. =650 \0$aTransducers. =650 \0$aPhysical instruments. =650 14$aPreferred orientation. =650 24$aBirefringence. =650 24$aPolarization. =650 24$aTransducers. =650 24$aBond. =650 24$aPhase velocity. =650 24$aTransit time. =650 24$aAcoustic birefringence. =700 1\$aJames, MR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10254J.htm =LDR 02874nab a2200529 i 4500 =001 JTE10253J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10253J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10253J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA355 =082 04$a620.2$223 =100 1\$aHeyman, JS.,$eauthor. =245 10$aUltrasonic Measurement of Axial Stress /$cJS. Heyman, EJ. Chern. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aSeveral applications of ultrasonic techniques are gaining acceptance for accurate preload determination of critical fasteners. In this presentation, one class of techniques based on continuous wave ultrasonics is examined in detail, with benefits and limitations discussed as they apply to accurate determination of fastener preload. The theory of acoustic propagation in strained media is reviewed as it applies to bolt geometries. Propagation measurements in these geometrics require an understanding of guided-wave effects which can influence stress determination. However, studies of the acoustic spectra of rods identify diffraction and resulting mode conversion as the main artifact for such a measurement. The acoustic spectra, obtained with a novel tone burst spectroscopy method, clearly show mode conversion effects at low frequencies to be absent at high frequencies. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAxial stress. =650 \0$aResidual stress. =650 \0$aAcoustic measurement. =650 \0$aSound$xMeasurement. =650 14$aAcoustic measurement. =650 24$aAxial stress. =650 24$aResidual stress. =650 24$aContinous wave techniques. =650 24$aPulsed phase locked loop system. =650 24$aResidual stress and attenuation. =650 24$aPhase insensitive transducers. =700 1\$aChern, EJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10253J.htm =LDR 02936nab a2200505 i 4500 =001 JTE103768 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103768$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103768$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD193.5 =082 04$a615.9/5138$223 =100 1\$aMa, Fumin,$eauthor. =245 14$aThe Atom Transfer Radical Polymerization of Methyl Methacrylate in Ionic Liquid Media of 1-Methylimidazolium Alkyltes /$cFumin Ma, Wen Li, Guoqiao Lai, Jianlin Guo, Min Ruan, Wanguang Qin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aThree brønsted acidic ionic liquids, 1-methylimidazolium acetate ([Hmim][CH3COO]), 1-methylimidazolium propionate ([Hmim][CH3CH2COO]) and 1-methylimidazolium butyrate ([Hmim][CH3CH2CH2COO]) were used as reaction medium for atom transfer radical polymerization of methyl methacrylate with ethyl 2-bromoisobutyrate (EBiB)/CuBr as the initiating system. Kinetic studies, chain extension and block copolymerization confirmed the well-controlled manner of these polymerizations in three brønsted acidic ionic liquids. The reactions were fast and the polydispersities of the polymers were quite narrow (1.100.81) with the rut depth values of WT and APA, and with SD values. This is an indication that G*/sin ? and LMS are reliable properties that provide a reasonable estimation of the rut potential of asphalt mixtures. Prediction models for rut estimation were developed by multiple regression using binder properties and aggregate information. The predicted rut data were well fit (R2>0.92) to the measured rut data. Therefore, it was found that the two binder properties could be reliably used for the estimation of the rut potential of asphalt mixtures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt. =650 \0$aWheel tracking. =650 \0$aDeformation strength. =650 \0$aAsphalts. =650 \0$aAsphalt cement. =650 \0$aAsphalt Mixtures. =650 14$aAsphalt. =650 24$aGPC. =650 24$aLMS. =650 24$aDeformation strength. =650 24$aSD. =650 24$aRut. =650 24$aWheel tracking. =650 24$aAPA. =700 1\$aPark, Jiyong,$eauthor. =700 1\$aKim, Kwang W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 5 Special Issue on Geohunan International Conference II.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103530.htm =LDR 04192nab a2200541 i 4500 =001 JTE103417 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103417$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103417$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH212.E4 =082 04$a502/.8/25$223 =100 1\$aLi, Jiusu,$eauthor. =245 10$aMicroanalysis of Recycled Coarse Aggregate and Properties of No-Fines Pervious Recycled Concrete /$cJiusu Li, Zhaohui Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThree types of recycled coarse aggregate (RCA) produced from old cement beams with designed compressive strengths of 40, 60, and 80 MPa, respectively, were employed for measurement by X-ray diffraction (XRD), infrared absorption spectroscopy (IR), and scanning electron microscope (SEM). The XRD result indicated that the presence of Ca(OH)2 and anhydrates in the attached old cement mortar of the RCA may result in a new chemical reaction between the old cement mortar and the new cementitious binders when mixed to produce no-fines pervious recycled concrete (NPRC), which was contributable to the bonding condition. IR analysis was used to investigate the differences among the three types of RCA. The IR result indicated that RCA produced by crushing cement concrete with lower strength tended to absorb more water, which would probably weaken the strength and durability when utilized to manufacture NPRC. SEM was also employed to investigate the microstructure of RCA and the result demonstrated that RCA produced from low compressive strength cement concrete had a relatively loose old interfacial transition zone (ITZ), whereas RCA produced from high compressive strength cement concrete had a dense old ITZ. NPRC specimens were made with RCA, which was produced from old concrete beams with a designed compressive strength of 40 MPa. Factors influencing the compressive strength and flexural strength of NPRC were investigated and the results showed that a smaller size distribution of recycled aggregate, the appropriate thickness of freshly coated cement paste layer, and the water-cement ratio preferred to enhance both compressive strength and flexural strength. Moreover, the compressive and flexural strength of NPRC could achieve 26.37 and 3.37 MPa, respectively, by being blended with 4 % silica fume. The Cantabro test was extended to evaluate the abrasion and shock resistance of NPRC in this study. The Cantabro result suggested that RCA graded with a particle size distribution of 4.75-9.5 mm was favorable in terms of abrasion and shock resistance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrength. =650 \0$aPermeability. =650 \0$aAbrasion resistance. =650 \0$aMicroanalysis. =650 \0$aElectron probe microanalysis. =650 \0$aRecycled pervious concrete. =650 14$aMicroanalysis. =650 24$aRecycled coarse aggregate. =650 24$aNo-fines recycled pervious concrete. =650 24$aPermeability. =650 24$aStrength. =650 24$aAbrasion resistance. =700 1\$aLiu, Zhaohui,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 5 Special Issue on Geohunan International Conference II.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103417.htm =LDR 02904nab a2200517 i 4500 =001 JTE103370 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103370$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103370$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA169.5 =082 04$a658.5/62$223 =100 1\$aWang, Shasha,$eauthor. =245 10$aEffect of Specimen Size on Static Strength and Dynamic Increase Factor of High-Strength Concrete from SHPB Test /$cShasha Wang, Min-Hong Zhang, Ser Tong Quek. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aThis paper presents an experimental study on effect of specimen size on the static strength and dynamic increase factor (DIF) of plain and fiber reinforced high-strength concrete determined from Split Hopkinson pressure bar (SHPB) tests. Four types of specimens were used to determine the static strength of the concrete including (i) cylinders with the same size as that used for SHPB test (diameter (D)=77 mm and length (L)/D ratio=0.5), (ii) cylinders with the same diameter as that of SHPB but with L/D=2, (iii) standard cylinders of D100x200-mm, and (iv) 100-mm cubes. Results indicate that cylinders with the same diameter as those of the SHPB but with L/D=2 are suitable for determining the static strength to be used in DIF computations based on the stress state and failure patterns. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSize effect. =650 \0$aFailure mode. =650 \0$aFailure mode and effects analysis. =650 \0$aDynamic increase factor. =650 14$aDynamic increase factor. =650 24$aFailure mode. =650 24$aSize effect. =650 24$aSplit Hopkinson pressure bar. =650 24$aStatic compressive strength. =700 1\$aZhang, Min-Hong,$eauthor. =700 1\$aQuek, Ser Tong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 5 Special Issue on Geohunan International Conference II.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103370.htm =LDR 03331nab a2200469 i 4500 =001 JTE103337 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103337$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103337$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA4755.P58 =082 04$a620.192$223 =100 1\$aJiang, Zhao-Hui,$eauthor. =245 10$aCharacterization of Carbon Black Particles Dispersion in Polymeric Matrix by Indirect Methods /$cZhao-Hui Jiang, Jian Jin, Chang-Fa Xiao, Xin Li, Ling-Xi Kong. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aPolypropylene (PP)/carbon black (CB) films were prepared via a two-step masterbatch (MB) dilution technique, by the aid of dynamic mixer following two single-screw extruders. The films were quantitatively characterized by color difference (CD), blackness and thermogravimetric analysis (TGA) methods. In the paper, the CD was numerically expressed by CD values. Furthermore, the CD values of films follow quasi-normal distribution as tested by the skewness-kurtosis method. The test of significance confirms the CD values of films are <=1 NBS (U.S. National Bureau of Standards), which demonstrates CB particles were mixed uniformly in their polymeric matrix. The CD values (quantification) and grey card series (GS, qualification) conform to certain mathematical equation: when CD<=3.4,GS=5-CD/1.7; when CD>3.4, GS=5-lg(CD/0.85)/lg2. In addition, in order to evaluate comprehensively the mixing effect, blackness and TGA method were also employed. With the increment of CB content, the blackness of films increases, which infers that the color difference due to mixing effect of CB particles should be indirectly expressed by blackness. TGA method characterizes mixing uniformity by comparing discrepancy of ash content between films. The results indicate that the films with low CB content have a good mixing effect, while high CB content is unfavorable to decreasing the error of the TGA method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCarbon Black. =650 \0$aPolymeric Matrix. =650 \0$aPolymers. =700 1\$aJin, Jian,$eauthor. =700 1\$aXiao, Chang-Fa,$eauthor. =700 1\$aLi, Xin,$eauthor. =700 1\$aKong, Ling-Xi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 5 Special Issue on Geohunan International Conference II.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103337.htm =LDR 03345nab a2200565 i 4500 =001 JTE102891 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102891$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102891$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH7687.78 =082 04$a697.9/312$223 =100 1\$aBansal, Prem Pal,$eauthor. =245 10$aEffect of Initial Stress Levels on Strength Parameters of Reinforced Concrete Beams Retrofitted Using Ferrocement Jackets /$cPrem Pal Bansal, Maneek Kumar, S. K. Kaushik. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aFerrocement jackets and sheets can be used for local rehabilitation and retrofitting of structures due to their high tensile strength, light weight, overall economy, water tightness, and ease of application. In the present paper the effects of number of layers of wire mesh in the ferrocement jackets, type of section (balanced or under reinforced) and initial stress level on the strength of retrofitted stressed reinforced cement concrete beams have been studied. The results show that there is higher increase in the maximum load, safe load carrying capacity, ductility and toughness for beams with three layers woven wire mesh ferrocement jackets as compared to beams reinforced with two layers of woven wire mesh. It is further seen that the percentage improvement in above properties decreases with increase in initial stress level and change in type of section from under reinforced to balanced. Subsequently an analytical model, based on principles of compatibility of strain and equilibrium of forces, has been presented to predict the safe and maximum load carrying capacity. It is found that predicted safe and maximum load carrying capacities are within 5 % of the experimental one. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJackets. =650 \0$aStressed. =650 \0$aFerrocement. =650 \0$aRetrofitting. =650 \0$aReinforced concrete. =650 \0$aBeams. =650 \0$aStress. =650 14$aRetrofitting. =650 24$aJackets. =650 24$aFerrocement. =650 24$aBeams. =650 24$aReinforced concrete. =650 24$aStressed. =700 1\$aKumar, Maneek,$eauthor. =700 1\$aKaushik, S. K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 5 Special Issue on Geohunan International Conference II.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102891.htm =LDR 03233nab a2200577 i 4500 =001 JTE103313 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103313$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103313$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA780 =082 04$a624.154$223 =100 1\$aLiu, Jinyuan,$eauthor. =245 10$aOptical Measurement of Sand Deformation around a Laterally Loaded Pile /$cJinyuan Liu, Bingxiang Yuan, Van Thien Mai, Ralph Dimaano. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aA sand displacement field around a laterally loaded pile is measured using an image processing technique called digital image correlation. An optical system consisting of a camera, a loading frame, and a computer is developed to capture soil movement during laterally loading the pile. Two images, before and after a deformation, are used to calculate the soil displacement field. Two kinds of piles are used in the tests: one squared-section pile and the other a circular one. Dry loose sand samples are used to simplify the problem. The displacement and strain fields obtained in this study are similar to the ones reported from the field. A trapezoidal strain wedge is measured in sand in front of the laterally loaded pile. The strain wedge develops from the pile edges. The failure planes form an angle with the horizontal, which varies between approximately two-thirds of the frictional angle of soil for the square pile and three-fourths for the circular pile. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aScaled model. =650 \0$aSoil deformation. =650 \0$aLaterally loaded pile. =650 \0$aDigital image correlation. =650 \0$aSoil-structural interaction. =650 \0$aSoil liquefaction. =650 \0$aPiling. =650 14$aLaterally loaded pile. =650 24$aScaled model. =650 24$aDigital image correlation. =650 24$aParticle image velocimetry. =650 24$aSoil deformation. =650 24$aSoil-structural interaction. =700 1\$aYuan, Bingxiang,$eauthor. =700 1\$aMai, Van Thien,$eauthor. =700 1\$aDimaano, Ralph,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 5 Special Issue on Geohunan International Conference II.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103313.htm =LDR 03147nab a2200529 i 4500 =001 JTE103427 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103427$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103427$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710 =082 04$a624.15136$223 =100 1\$aYuan, Junping,$eauthor. =245 10$aLaboratory Study on Soil Shear Stiffness and Strength Under Unloading Conditions /$cJunping Yuan, Hoang Viet Nguyen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aIn excavated earth structures (e.g., deep excavation, cut slope, and underground construction etc.) unloading is the most predominant factor that affects the behavior of soil mass. However in engineering practice, the influence of unloading factor has not been really considered. For example, the soil shear strength characteristics are often investigated from the conventional triaxial shear test, consequently it leads to some doubts when applying the shear strength properties under loading condition to analyze the stability and displacement problem of unloading cases. In this study, a comparison of soil shear deformation and strength between loading and unloading conditions was carried out, which was based on two series of tests for remoulded clay conducted on the Advanced Stress Path Triaxial Testing System. The test results showed that the unloading factor affects soil behaviour significantly. The differences in friction angle, collapsibility, excess pore-water pressure, and shear modulus during shear under unloading condition are remarkable from under loading condition. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aUnloading. =650 \0$aStress controlled. =650 \0$aTriaxial shear test. =650 \0$aShear strength. =650 \0$aShear stiffness. =650 \0$aShear strength of soils. =650 14$aShear strength. =650 24$aShear stiffness. =650 24$aUnloading. =650 24$aStress controlled. =650 24$aTriaxial shear test. =700 1\$aNguyen, Hoang Viet,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 5 Special Issue on Geohunan International Conference II.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103427.htm =LDR 03262nab a2200517 i 4500 =001 JTE103428 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103428$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103428$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.5 =082 04$a625.7/32$223 =100 1\$aLai, Jiunnren,$eauthor. =245 10$aEvaluating the Compaction Quality of Backfills by Stress Wave Velocities /$cJiunnren Lai, Shengmin Wu, Chih-Hung Chiang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aIn engineering practices, sand-cone tests are usually performed to assess the compaction quality of backfilled materials of highway embankments or earth dams. However, performing the sand-cone test is time consuming and can only obtain the physical but not the engineering properties of backfills. The objective of this paper is to investigate the feasibility of evaluating the compaction quality of backfills using stress wave propagation velocities. To achieve this goal, a backfill material with low plasticity used in the earth dam of the Hushan Reservoir in Taiwan was collected and tested. The calibration curves for the relationship among moisture content, dry density, and stress wave velocities were obtained. In order to verify the validity of the laboratory calibration curves, field tests were also performed on a trial embankment at the site of the reservoir. Comparing with values measured in the field using the traditional sand-cone test, the proposed method underestimates the water content and overestimates the dry density of the compacted backfills. The resulting error is less than 10 %. It is thus concluded that the proposed method is a promising tool for the evaluation of the compaction quality of backfills. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompaction. =650 \0$aStress wave velocity. =650 \0$aDry density. =650 \0$aMoisture content. =650 \0$aMeasuring instruments. =650 14$aCompaction. =650 24$aDry density. =650 24$aMoisture content. =650 24$aStress wave velocity. =700 1\$aWu, Shengmin,$eauthor. =700 1\$aChiang, Chih-Hung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 5 Special Issue on Geohunan International Conference II.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103428.htm =LDR 02617nab a2200553 i 4500 =001 JTE103178 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103178$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103178$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE471.15.S25 =082 04$a553.6/22$223 =100 1\$aHafsaoui, Abdellah,$eauthor. =245 10$aInstrumented Model Rock Blasting /$cAbdellah Hafsaoui, Korichi Talhi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aLiterature review information and model scale rock blasting tests have been utilized to study the effects of some blast and fragmentation parameters on peak p-wave stress. A method for modeling scale blasting in sandstone blocks with dimensions of 515x335x215 mm3 has been studied and the results from a blast experiment instrumented with a pressure gauge are given. The dynamic and static properties of the sandstone are also given. The instrumented tests in such blocks using pressure gauges and the effects of blast and fragmentation parameters on peak p-wave stress are studied. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBorehole. =650 \0$aStress wave. =650 \0$aModel blasting. =650 \0$aBlasting operation. =650 \0$aSandstone. =650 \0$aSand. =650 \0$aRock mechanics. =650 14$aSandstone. =650 24$aBlasting operation. =650 24$aModel blasting. =650 24$aBorehole. =650 24$aStress wave. =650 24$aRock mechanics. =700 1\$aTalhi, Korichi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 5 Special Issue on Geohunan International Conference II.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103178.htm =LDR 03539nab a2200577 i 4500 =001 JTE103391 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103391$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103391$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE471.3 =082 04$a552/.5$223 =100 1\$aYan, Jun,$eauthor. =245 10$aEnergy-Based Method for Analyzing the Collapse Characteristics of Silt Subjected to Changes of Principal Stress Orientation /$cJun Yan, Yang Shen, Guofa Huang, Gui Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aWhen soils are subjected to dynamic loadings, their stress states not only alter in stress ratios but also in principal stress orientations cyclically. Under these complicated stress paths the pore water pressure of soils may develop to the level of liquefaction even at a relatively low shear stress ratio. Therefore, to investigate the characteristics of pore water pressure buildup under such stress paths, a series of experiments were conducted with hollow cylinder apparatus. The samples are saturated silt from the sea entrance of Yangtze River with the relative densities of 70 and 30 %. The tests employed three kinds of cyclic loading schemes including changes of principal stress orientation (i.e., cyclic triaxial, torsion shear, and principal stress rotation tests). According to the testing results, the dissipation energy (accumulated shear work per unit volume) was calculated for each sample. It was found that the influences of cyclic stress ratio, frequency, relative density and cyclic stress path on the pore water pressure buildup were analyzed. In light of the concept of collapse, the collapse energy was proposed as a dynamic strength criterion. Subsequently, an energy-based pore water pressure model was proposed, whose parameters could reflect the collapse energy and rate of pore water pressure buildup. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEnergy. =650 \0$aCollapse. =650 \0$aDynamic strength. =650 \0$aPore water pressure. =650 \0$aSilt. =650 \0$aSediment compaction. =650 \0$aStress orientation. =650 14$aSilt. =650 24$aPrincipal stress orientation. =650 24$aEnergy. =650 24$aCollapse. =650 24$aPore water pressure. =650 24$aDynamic strength. =700 1\$aShen, Yang,$eauthor. =700 1\$aHuang, Guofa,$eauthor. =700 1\$aYang, Gui,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 5 Special Issue on Geohunan International Conference II.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103391.htm =LDR 03270nab a2200541 i 4500 =001 JTE103730 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103730$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103730$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA403.3 =082 04$a515.2433$223 =100 1\$aArumugam, V.,$eauthor. =245 12$aA Global Method for the Identification of Failure Modes in Fiberglass Using Acoustic Emission /$cV. Arumugam, C. Suresh Kumar, C. Santulli, F. Sarasini, A. Joseph Stanley. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aThe various failure mechanisms in bidirectional glass/epoxy laminates loaded in tension are identified using acoustic emission (AE) analysis. AE data recorded during the tensile testing of a single layer specimen are used to identify matrix cracking and fiber failure, while delamination signals are characterized using a two-layer specimen with a pre-induced defect. Parametric studies using AE count rate and cumulative counts allowed damage discrimination at different levels of loading and Fuzzy C-means clustering associated with principal component analysis were used to discriminate between failure mechanisms. The two above methods led to AE waveform selection: On selected waveforms, Fast Fourier Transform (FFT) enabled calculating the frequency content of each damage mechanism. Continuous wavelet transform allowed identifying frequency range and time history for failure modes, whilst noise content associated with the different failure modes was calculated and removed by discrete wavelet transform. Short Time FFT finally highlighted the possible failure mechanism associated with each signal. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAcoustic emission. =650 \0$aWavelet analysis. =650 \0$aFailure modes. =650 \0$aPattern recognition. =650 14$aGFRP. =650 24$aFailure modes. =650 24$aAcoustic emission. =650 24$aPattern recognition. =650 24$aWavelet analysis. =700 1\$aKumar, C. Suresh,$eauthor. =700 1\$aSantulli, C.,$eauthor. =700 1\$aSarasini, F.,$eauthor. =700 1\$aStanley, A. Joseph,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 5 Special Issue on Geohunan International Conference II.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103730.htm =LDR 03085nab a2200493 i 4500 =001 JTE103432 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103432$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103432$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE5091 =082 04$a625.7/32$223 =100 1\$aCui, Xinzhuang,$eauthor. =245 10$aDevelopment and Calibration of an Electronic Miniature Cone Penetrometer for Design of Small Piles in Silty Clays /$cXinzhuang Cui. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aFor the design of shallowly embedded small size pile under lateral load, a new kind of electronic miniature cone penetrometer is developed. And a novel mini calibration chamber is also designed to form homogeneous soil specimens for miniature cone penetration test (MCPT) in laboratory. A series of MCPTs and pile loading tests in silty clay are carried out. For silty clay, penetration curve has no correlation with cone angles within the tested range of 19° to 32°. The initial segment of penetration curve is linear for silty clay. However, the cone tip resistance tends to be stable when the cone is penetrated to a certain depth. It is implied that the critical depth effect occurs for MCPT of silty clay. For silty clay, the critical depth effect is caused by different soil failure mechanisms under different confining pressures. The lateral bearing capacity and stiffness of small size pile are all directly related to the ultimate cone tip resistance of soil. It is concluded that the miniature cone penetrometer is an effective apparatus for the design of small size shallowly embedded pile. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSmall size pile. =650 \0$aMini calibration chamber. =650 \0$aCone penetrometer. =650 \0$aPenetrometers. =650 \0$aSoil penetration test. =650 14$aMiniature cone penetrometer. =650 24$aMCPT. =650 24$aMini calibration chamber. =650 24$aSmall size pile. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 5 Special Issue on Geohunan International Conference II.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103432.htm =LDR 03378nab a2200529 i 4500 =001 JTE103446 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103446$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103446$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGF21 =082 04$a304.2$223 =100 1\$aZhang, Qian,$eauthor. =245 10$aCT Image Entropy Analysis Technique for the Determination of Damage to Indirect Tensile Test of Asphalt Mixtures /$cQian Zhang, Juan Ma, Yan Bai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aThis study identifies how the microstructure system of asphalt mixture is influenced by moisture and the Indirect Tensile Test (IDT) using digital image analysis methods. Concepts such as digital image segmentation technology, CT (Computer Tomography) value, grey scale of the image, edge detection, and entropy are introduced and incorporated to describe the image characteristics. The impact of moisture and the IDT test on the mixture is analyzed on 24 scanning sections of two specimens. Two moisture conditions are designed to treat the specimens separately before the indirect tension test according to the specification. The original internal structures of the specimens and the corresponding internal structures after the IDT test are obtained through CT scanning. An edge detection process is conducted to find the micro point contact between the binder and the aggregate using a Laplacian arithmetic operator. Differences in the destruction degree of different moisture conditions in IDT are shown through image entropy calculation. A statistical hypothesis test method, the Student t-test, is introduced to examine the significance of the calculation results. From the viewpoint of statistics, the test and calculation results of the 24 sections of the two specimens are of representative significance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt mixture. =650 \0$aHighway engineering. =650 \0$aEntropy. =650 \0$aHuman ecology$xPhilosophy. =650 \0$aCT image. =650 14$aHighway engineering. =650 24$aEntropy. =650 24$aCT image. =650 24$aAsphalt mixture. =650 24$aIndirect tensile test (IDT) =700 1\$aMa, Juan,$eauthor. =700 1\$aBai, Yan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 5 Special Issue on Geohunan International Conference II.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103446.htm =LDR 03561nab a2200553 i 4500 =001 JTE103603 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103603$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103603$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE211 =082 04$a624.15136$223 =100 1\$aHossain, Zahid,$eauthor. =245 10$aEvaluation of Mechanistic-Empirical Design Guide Input Parameters for Resilient Modulus of Subgrade Soils in Oklahoma /$cZahid Hossain, Musharraf Zaman, Curtis Doiron, Pranshoo Solanki. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aResilient modulus (Mr) of subgrade soil is a key input parameter in all three hierarchical levels of the new mechanistic-empirical pavement design guide (MEPDG). A successful implementation of the MEPDG requires a comprehensive evaluation of Mr database(s) for local subgrade soils and its assessment to determine desired input parameters. To this end, a database containing subgrade Mr values, index properties, standard Proctor, and unconfined compressive strengths for 712 soil samples from 39 different counties in Oklahoma was developed. A total of five stress-based regression models were evaluated using a statistical software package ("SPSS," Version 17), and material constants (k1, k2, and k3) for these soils, categorized in accordance with the American Association of State Highway and Transportation Officials Classification system, were determined. The goodness of fit and the significance of these models were ranked with respect to their R2 and F values, respectively; the MEPDG recommended octahedral model was found to outperform the others. Furthermore, reasonably good correlations of material constants with routine soil properties were established for Level 2 analysis and design. Typical Mr values of common Oklahoma soils for Level 3 analysis and design were also estimated. The findings of this study are expected to help the implementation of the MEPDG in Oklahoma. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDatabase. =650 \0$aCorrelation. =650 \0$aRegression modeling. =650 \0$aSubgrade. =650 \0$aSubgrade Soils. =650 \0$aSubgrade materials. =650 14$aMEPDG. =650 24$aSubgrade. =650 24$aRegression modeling. =650 24$aDatabase. =650 24$aCorrelation. =700 1\$aZaman, Musharraf,$eauthor. =700 1\$aDoiron, Curtis,$eauthor. =700 1\$aSolanki, Pranshoo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 5 Special Issue on Geohunan International Conference II.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103603.htm =LDR 03627nab a2200553 i 4500 =001 JTE103392 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103392$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103392$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA680 =082 04$a624.1/8341$223 =100 1\$aMinelli, Fausto,$eauthor. =245 12$aA New Round Panel Test for the Characterization of Fiber Reinforced Concrete :$bA Broad Experimental Study /$cFausto Minelli, Giovanni Plizzari. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aStandard test methods for determining the mechanical properties of Fiber Reinforced Concrete (FRC) are properly defined if they reproduce the actual structural behavior. Among many proposals, a round panel test seems to have all potentials to become an easy-to-use tool and, at the same time, a reliable procedure for the characterization of FRC, in terms of toughness and the post-cracking constitutive cohesive law. A new geometry for the round panel test is herein proposed and discussed in order to make the panel easier to place, handle, and test, therefore avoiding one of the major drawbacks that limit an extensive utilization of the panel test. A comparison between different test typologies for characterizing FRC is reported and discussed in the present paper, with special emphasis on the different scatter that each test produces. Tests are performed on beams as well as on panels. All specimens herein compared have the same concrete mechanical properties and fiber content. The aim of the experimental investigation is to critically discuss the advantages and disadvantages of each testing procedure, focusing on the applicability of the method and on the reliability of results toward a consistent characterization of the structural behavior. Suitable correlations among the different fracture and energy parameters defined in the standards considered are finally reported, and the results are very useful for harmonizing the available standards. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture. =650 \0$aRound panel. =650 \0$aStandard test method. =650 \0$aFiber reinforced concrete. =650 \0$aFRC mechanical properties. =650 \0$aFiber reinforced. =650 \0$aPolymers. =650 \0$aConcrete. =650 14$aStandard test method. =650 24$aFiber reinforced concrete. =650 24$aRound panel. =650 24$aFracture. =650 24$aFRC mechanical properties. =700 1\$aPlizzari, Giovanni,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 5 Special Issue on Geohunan International Conference II.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103392.htm =LDR 03486nab a2200553 i 4500 =001 JTE103641 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103641$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103641$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA277.3 =082 04$a519.5/6$223 =100 1\$aPearn, W. L.,$eauthor. =245 10$aProcess Capability Evaluation for Square Bumps with Mean Shift /$cW. L. Pearn, H. N. Hung, Y. T. Tai, H. H. Hou. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aProcess capability indices have been widely used in manufacturing industries to provide numerical measures of process potential and performance. In in-plant applications, some inevitable process mean shift may be undetected when the statistical process control charts are applied, particularly, in the bumping process for square bumps. Bothe in 2002 provided a statistical reason for considering such a shift in the process mean to accommodate the undetected mean shifts for normally distributed processes when evaluating process capability. In this paper, we consider a bumping process for square bumps in which the data can be formulated as a non-central chi-square distribution, a class of non-normal distributions. To evaluate the popular yield-based process capability Cpk more accurately, we accommodate the magnitudes of undetected mean shifts using the modified capability evaluation formula and tabulate the detection powers under various subgroup sizes and non-central chi-square parameters. Based on the modified process capability evaluation, we can provide a more reliable process capability evaluation of capability index Cpk for square bumps and make more correct decisions. For illustration purpose, a real application in a bumping factory which is located on the Science-based Industrial Park in Hsinchu, Taiwan, is presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMean shift. =650 \0$aSquare bump. =650 \0$aStability control. =650 \0$aChi-square test. =650 \0$aNon-central chi-square. =650 \0$aProcess capability evaluation. =650 14$aSquare bump. =650 24$aProcess capability evaluation. =650 24$aNon-central chi-square. =650 24$aMean shift. =650 24$aStability control. =700 1\$aHung, H. N.,$eauthor. =700 1\$aTai, Y. T.,$eauthor. =700 1\$aHou, H. H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 5 Special Issue on Geohunan International Conference II.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103641.htm =LDR 04382nab a2200541 i 4500 =001 JTE103472 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103472$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103472$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1892 =082 04$a678/.27$223 =100 1\$aAnbazhagan, P.,$eauthor. =245 10$aCharacterization of Clean and Fouled Rail Track Ballast Subsurface Using Seismic Surface Survey Method :$bModel and Field Studies /$cP. Anbazhagan, Indraratna Buddhima, G. Amarajeevi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b41 =520 3\$aThe efficiency of track foundation material gradually decreases due to insufficient lateral confinement, ballast fouling, and loss of shear strength of the subsurface soil under cyclic loading. This paper presents characterization of rail track subsurface to identify ballast fouling and subsurface layers shear wave velocity using seismic survey. Seismic surface wave method of multi-channel analysis of surface wave (MASW) has been carried out in the model track and field track for finding out shear wave velocity of the clean and fouled ballast and track subsurface. The shear wave velocity (SWV) of fouled ballast increases with increase in fouling percentage, and reaches a maximum value and then decreases. This character is similar to typical compaction curve of soil, which is used to define optimum and critical fouling percentage (OFP and CFP). Critical fouling percentage of 15 % is noticed for Coal fouled ballast and 25 % is noticed for clayey sand fouled ballast. Coal fouled ballast reaches the OFP and CFP before clayey sand fouled ballast. Fouling of ballast reduces voids in ballast and there by decreases the drainage. Combined plot of permeability and SWV with percentage of fouling shows that after critical fouling point drainage condition of fouled ballast goes below acceptable limit. Shear wave velocities are measured in the selected location in the Wollongong field track by carrying out similar seismic survey. In-situ samples were collected and degrees of fouling were measured. Field SWV values are more than that of the model track SWV values for the same degree of fouling, which might be due to sleeper's confinement. This article also highlights the ballast gradation widely followed in different countries and presents the comparison of Indian ballast gradation with international gradation standards. Indian ballast contains a coarser particle size when compared to other countries. The upper limit of Indian gradation curve matches with lower limit of ballast gradation curves of America and Australia. The ballast gradation followed by Indian railways is poorly graded and more favorable for the drainage conditions. Indian ballast engineering needs extensive research to improve presents track conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBallast. =650 \0$aRailway track. =650 \0$aShear wave velocity. =650 \0$aFouling. =650 \0$aInjection molding of plastics. =650 \0$aGradation. =650 14$aRailway track. =650 24$aBallast. =650 24$aGradation. =650 24$aFouling. =650 24$aShear wave velocity. =700 1\$aBuddhima, Indraratna,$eauthor. =700 1\$aAmarajeevi, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 5 Special Issue on Geohunan International Conference II.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103472.htm =LDR 03214nab a2200601 i 4500 =001 JTE103702 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103702$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103702$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aPS3569.M5177 =082 04$a813/.54$223 =100 1\$aSariisik, A.,$eauthor. =245 10$aSlip Safety Analysis of Differently Surface Processed Dimension Marbles /$cA. Sariisik, H. Akdas, G. Sariisik, G. Coskun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aThe present work attempts to determine the most suitable surface processing techniques to reduce the slipping risk of pedestrians while walking barefoot and wearing shoes on marble coverings. In this study, slip angles of surface-processed marbles in different plate dimensions have been determined by using DIN EN 51097, DIN EN 51130, and TS EN 14231 Standards "The determination of the characteristics that reduce slipping on wet, barefoot surfaces." Slip angles and surface slip resistances have been determined by using ramp test equipment and pendulum method on five different types of classified marbles applied polishing and honing surface processing techniques. It was found that the parameters which affected slip resistance and slip angle values of the marbles were plate size and the applied surface processing techniques. The marbles were then grouped according to safe utilization places depending on slip angles and slip resistances, according to the statistical results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRamp test. =650 \0$aSlip angle. =650 \0$aSlip safety. =650 \0$aPendulum method. =650 \0$aSlip resistance. =650 \0$aMarble. =650 \0$aSurface processing. =650 \0$aMarble industry and trade. =650 14$aMarble. =650 24$aSlip safety. =650 24$aSlip angle. =650 24$aSlip resistance. =650 24$aRamp test. =650 24$aPendulum method. =650 24$aSurface processing. =700 1\$aAkdas, H.,$eauthor. =700 1\$aSariisik, G.,$eauthor. =700 1\$aCoskun, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 5 Special Issue on Geohunan International Conference II.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103702.htm =LDR 03676nab a2200529 i 4500 =001 JTE103484 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103484$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103484$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aPunith, V. S.,$eauthor. =245 10$aEffects of Moist Aggregates on the Performance of Warm Mix Asphalt Mixtures Containing Non-Foaming Additives /$cV. S. Punith, Feipeng Xiao, Serji N. Amirkhanian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe objective was to conduct a laboratory investigation of moisture susceptibility and rutting resistance of non-foaming warm mix asphalt (WMA) mixtures containing moist aggregates. Gyration number and weight loss of various samples, indirect tensile strength (ITS), tensile strength ratio (TSR), rut depths of dry and moisture conditioned specimens, as well as failed temperatures and rutting factors of recovered binders were measured for all mixtures. The experimental design included two aggregate moisture contents (0 and ~0.5 % by weight of the dry mass of the aggregate), two lime contents (1 and 2 % lime by weight of dry aggregate) and one liquid anti-stripping agent (ASA), three non-foaming WMA additives (Cecabase®, Evotherm®, and Rediset®) with control, and two aggregate sources. A total of 34 mixtures were designed and a total of 340 specimens were tested in this study. The test results indicated that the aggregate source significantly affects the ITS and rutting resistance regardless of the WMA additive, ASA, and moisture content. In addition, the ITS and rut depth of the non-foaming WMA mixtures containing moist aggregates generally satisfied the demand of pavement without additional treatment. The mixtures with three WMA additives exhibited similar rutting resistance under dry and wet conditions. The liquid ASA, used in this study, for moisture resistance is not recommended to use in WMA mixtures containing moist aggregates as the aggregate is sensitive to moisture. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRutting resistance. =650 \0$aTensile strength ratio. =650 \0$aMoisture susceptibility. =650 \0$aWarm mix asphalt. =650 \0$aWarm mix paving mixtures. =650 \0$aEnvironment friendly asphalt mixture. =650 14$aWarm mix asphalt. =650 24$aTensile strength ratio. =650 24$aMoisture susceptibility. =650 24$aRutting resistance. =700 1\$aXiao, Feipeng,$eauthor. =700 1\$aAmirkhanian, Serji N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 5 Special Issue on Geohunan International Conference II.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103484.htm =LDR 02665nab a2200565 i 4500 =001 JTE12405J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12405J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12405J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a624.154$223 =100 1\$aZhou, L.,$eauthor. =245 10$aOn the Recovery Coefficient and Parameter Selection for a New Type of Disk Spring Pile Cap /$cL. Zhou, J. Chen, X. Zhou. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThe use of the disk spring pile cap, consisting of a contained group of several stacked disks, because of its high spring constant and high recovery coefficient, can raise pile driving construction efficiency. In order to reach the optimum effect, however, the proper spring arrangement in the stack, the proper composite spring stiffness, and the proper spring recovery coefficient must be selected. The authors have carred out an optimization analysis of these disk spring parameters in order to find the most appropriate set for effective pile driving under given conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOptimization. =650 \0$aSpring stiffness. =650 \0$aDisk spring pile cap. =650 \0$aRecovery coefficient. =650 \0$aPiles (Supports) =650 \0$aPile driving. =650 \0$aPile foundations. =650 \0$aPile Cap. =650 14$aDisk spring pile cap. =650 24$aPile driving. =650 24$aRecovery coefficient. =650 24$aSpring stiffness. =650 24$aOptimization. =700 1\$aChen, J.,$eauthor. =700 1\$aZhou, X.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12405J.htm =LDR 03354nab a2200541 i 4500 =001 JTE12404J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12404J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12404J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQP334 =082 04$a612.97$223 =100 1\$aChaput, MP.,$eauthor. =245 10$aEvaluation of Powdered Latex Medical Gloves Using ASTM D 6124-00 /$cMP. Chaput, AB. Margolin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aNatural rubber latex proteins are recognized as a cause of Type I (Immediate Type Hypersensitivity) reaction in some individuals who have been exposed to latex devices. Residual former-release, stripping, and/or donning powders have been found to carry these allergenic proteins into the air during handling and use. Exposure to airborne glove powder contaminated with latex allergens is known to provoke respiratory allergic symptoms in latex-sensitized individuals and may make it difficult for these individuals to continue working in jobs involving such exposure. The Food and Drug Administration has proposed a maximum level of 120 mg of donning powder/particulates per glove on powdered gloves. A survey was conducted to determine current powder levels on commercially available powdered latex patient examination gloves and surgeons' gloves. Ninety-seven samples of powdered latex medical gloves representing 32 different brands produced by foreign and domestic manufacturers for the U.S. market were evaluated for residual powders per glove by ASTM D 6124-00, Standard Test Method for Residual Powder on Medical Gloves. Powder levels ranged from 37 to 260 mg per glove for patient examination gloves and 30 to 513 mg per glove for surgeons' gloves. Of the gloves tested, 55.7% met the new maximum powder guidelines. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLatex allergy. =650 \0$aHealth care workers. =650 \0$aMaximum powder limits. =650 \0$aPowdered medical gloves. =650 \0$aGrip strength$xEvaluation. =650 \0$aGloves$xTesting. =650 \0$aEvaluation. =650 14$aPowdered medical gloves. =650 24$aLatex allergy. =650 24$aHealth care workers. =650 24$aMaximum powder limits. =650 24$aASTM D 6124. =700 1\$aMargolin, AB.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12404J.htm =LDR 02285nab a2200421 i 4500 =001 JTE12406J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12406J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12406J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aRushforth, RJ.,$eauthor. =245 10$aReview of Design Experiments Using the Taguchi Approach :$b16 Steps to Product and Process Improvement /$cRJ. Rushforth. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe purpose of the book is to help practicing engineers learn to y Taguchi experimental design techniques through the use of ry, step-by-step applications of concepts, and an introduction he Qualitek-4. software. Common manufacturing floor language sed to make the book understandable by technicians, engineers, managers. Equations are reduced in the text to further litate understanding. The book accomplishes this task and is a readable book. The reader, however, should be alert for occasional graphical errors in the text and calculations, which are always obvious. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aElectrical and Electronic Engineering. =650 \0$aMechanical Engineering. =650 \0$aCivil Engineering. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12406J.htm =LDR 03027nab a2200589 i 4500 =001 JTE12397J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12397J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12397J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC20.7.F56 =082 04$a620.1/1230151825$223 =100 1\$aCarmona, R.,$eauthor. =245 10$aAccurate Measurement of Flow Stress Curves at High Temperatures for Low Strain Ranges /$cR. Carmona, AJ. Lacey, JH. Beynon, CM. Sellars. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe present paper reports a comparison of flow stresses obtained by tension, plane strain compression, and axisymmetric compression testing in different machines with or without extensometers in the gage length section. Flow stress curves obtained from different test systems suggest machine and specimen geometry dependence, when the strain is computed based on gross specimen deformation. Finite element simulations give some insight into the interpretation and use of each mechanical testing technique, revealing the distribution of the strain field in each case. The results show that careful calibration of every testing machine and, in some cases, finite element modeling of the tests, are essential to give a similar curve for the same nominal deformation conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSmall strain. =650 \0$aAluminum alloys. =650 \0$aTensile testing. =650 \0$aHigh temperature. =650 \0$aFinite element modeling. =650 \0$aFinite element method. =650 \0$aStress-strain curves. =650 14$aHigh temperature. =650 24$aTensile testing. =650 24$aAxisymmetric compression testing. =650 24$aPlane strain compression testing. =650 24$aSmall strain. =650 24$aFinite element modeling. =650 24$aAluminum alloys. =700 1\$aLacey, AJ.,$eauthor. =700 1\$aBeynon, JH.,$eauthor. =700 1\$aSellars, CM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12397J.htm =LDR 03069nab a2200577 i 4500 =001 JTE12401J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12401J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12401J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA7 =082 04$a620$223 =100 1\$aSingh, DN.,$eauthor. =245 10$aApplication of a Geotechnical Centrifuge for Estimation of Unsaturated Soil Hydraulic Conductivity /$cDN. Singh, SJ. Kuriyan, V. Madhuri. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aContamination of the groundwater regime and subsurface soils is one of the major problems that has arisen due to rapid industrialization. Spread of contaminants in the unsaturated soil strata, mainly close to the ground surface and lying above the water table, depends on the hydraulic conductivity of the soil. As such, estimation of unsaturated soil hydraulic conductivity becomes very important. However, it is quite difficult to estimate the same in a reasonable amount of time, due to the very low hydraulic conductivity of unsaturated soil. The potential of a geotechnical centrifuge for modeling various geoenvironmental engineering problems being very well established, an effort has been made to obtain the unsaturated state of a silty soil, starting from its saturated state, by centrifugation. The soil water characteristic curves obtained have been used for determining the unsaturated soil hydranlic conductivity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSilty soil. =650 \0$aSaturated soil. =650 \0$aUnsaturated soil. =650 \0$aCentrifuge modeling. =650 \0$aHydraulic conductivity. =650 \0$aZonal centrifuge. =650 \0$aSoil piping (Hydrology) =650 \0$aSeepage. =650 \0$aErosion. =650 14$aSilty soil. =650 24$aSaturated soil. =650 24$aUnsaturated soil. =650 24$aHydraulic conductivity. =650 24$aCentrifuge modeling. =700 1\$aKuriyan, SJ.,$eauthor. =700 1\$aMadhuri, V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12401J.htm =LDR 03772nab a2200589 i 4500 =001 JTE12399J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12399J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12399J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL285 =082 04$a629.28$223 =100 1\$aPapagiannakis, AT.,$eauthor. =245 10$aLaboratory and Field Evaluation of Piezoelectric Weigh-in-Motion Sensors /$cAT. Papagiannakis, EC. Johnston, S. Alavi, JA. Mactutis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aThis paper presents the results of the laboratory and field evaluation of the piezoelectric weigh-in-motion (WIM) sensors of two manufacturers, namely Vibracoax (VC) and Measurements Specialties Incorporated (MSI). The laboratory evaluation involved fatigue testing of two sensor types for each manufacturer, one factory-encapsulated and the other bare. The fatigue testing involved three contact stresses as well as dry and wet conditions. Significant sensor fatigue was experienced only under wet conditions. The field evaluation of these sensors was carried in both asphalt concrete (AC) and Portland concrete (PC) installations. The facilities at Nevada's WesTrack and at a CalTrans Heavy Vehicle Simulator site were used, respectively. All sensors exhibited high raw signal precision at any given time. Raw signal amplitude seemed to depend on temperature for the sensors installed in the AC pavement. For increasing pavement temperature, the raw signal amplitude of the VC sensors decreased, while that of the MSI sensors increased. The signal-to-noise ratio of the raw signal increased with increasing temperature for the sensors installed in the AC pavement. WIM load measurement precision and sensitivity to temperature varied between sensors. The poor load precision of some of the sensors was attributed to the load calculation algorithm in the WIM data acquisition system, rather than to sensor malfunctioning. During the period of the field tests, no consistent changes in WIM axle load measurements were observed that could be attributed to piezoelectric sensor fatigue. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aPrecision. =650 \0$aRaw signal. =650 \0$aPiezoelectric. =650 \0$aWeigh-in-motion. =650 \0$aMotor vehicles$xElectronic equipment. =650 \0$aMotor vehicles$xTesting$xEquipment and supplies. =650 \0$aAutomotive sensors. =650 14$aPiezoelectric. =650 24$aWeigh-in-motion. =650 24$aRaw signal. =650 24$aLoad. =650 24$aFatigue. =650 24$aPrecision. =700 1\$aJohnston, EC.,$eauthor. =700 1\$aAlavi, S.,$eauthor. =700 1\$aMactutis, JA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12399J.htm =LDR 02653nab a2200541 i 4500 =001 JTE12403J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12403J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12403J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS195.8 =082 04$a688.8$223 =100 1\$aSingh, SP.,$eauthor. =245 10$aPackaging Specifications for Corrugated Boxes with Heavy Flowable Products in Single Parcel Shipments /$cSP. Singh, G. Burgess, S. Pratheepthinthong, J. Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThis study investigated the corrugated board specifications that are recommended in the Fibre Board Association Handbook as part of Item 222 of the National Motor Freight Classification for shipping flowable items such as nuts and bolts using the single parcel shipping environment (UPS, FedEx, USPS). The study found that the existing specifications are greatly insufficient to contain these types of products in this environment. The study recommends to double the requirements for bursting strength when such items need to be shipped in the single parcel environment and to limit the maximum package weight to 40 lb. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBoxes. =650 \0$aPackage. =650 \0$aHeavy products. =650 \0$aContainers$xTesting. =650 \0$aPackaging$xTesting. =650 \0$aShipping. =650 14$aPackage. =650 24$aBoxes. =650 24$aHeavy products. =650 24$aShipping. =700 1\$aBurgess, G.,$eauthor. =700 1\$aPratheepthinthong, S.,$eauthor. =700 1\$aSingh, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12403J.htm =LDR 02649nab a2200553 i 4500 =001 JTE12402J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12402J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12402J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8/5$223 =100 1\$aGomez, JT.,$eauthor. =245 10$aStatic and Dynamic Behavior of Damaged Concrete and Granite in Compression /$cJT. Gomez, A. Shukla. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aStatic and dynamic compression experiments were performed on concrete and granite specimens with various levels of induced damage. Damage was induced into the specimens by repeated impacts from a falling weight and quantified as a measure of damage crack surface area per volume using a statistical microscopy technique. The static experiments were performed following ASTM standard procedures. The static compressive strength of both materials decreased with increasing levels of damage. The reduction in strength is due to the induced damage causing the activation and propagation of failure cracks in the specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamage. =650 \0$aGranite. =650 \0$aConcrete. =650 \0$aAsphalt concrete. =650 \0$aAsphalt emulsion mixtures. =650 \0$aBituminous pavements. =650 \0$aBituminous aggregates. =650 \0$aMoisture damage. =650 14$aDynamic compressive strength. =650 24$aStatic compressive strength. =650 24$aDamage. =650 24$aConcrete. =650 24$aGranite. =700 1\$aShukla, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12402J.htm =LDR 03066nab a2200637 i 4500 =001 JTE12398J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12398J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12398J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC20.7.F56 =082 04$a620.1/1230151825$223 =100 1\$aIchinose, K.,$eauthor. =245 10$aYield Strength in Relation to Cyclic Loading /$cK. Ichinose, K. Fukuda, K. Gomi, K. Taniuchi, M. Sano. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe yielding phenomenon under cyclic loading has been investigated for low-carbon steel. Under various loading ratios, the surface state of the specimen was observed with the naked eye, using the Lüders band as an indicator for the yield point elongation. The stress-strain curve was measured simultaneously. The results show that both the surface states and the cyclic stress-strain characteristics vary depending on the load ratio. This makes it questionable to use the yield strength evaluated under monotonic loading to describe the mechanical properties of the specimen material for fatigue tests, though it is a prevailing practice recommended by ASTM. The result of this study also indicates that the Lüders band can be used as a smart sensor to investigate the yield phenomenon. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aLoad ratio. =650 \0$aSmart sensor. =650 \0$aCyclic loading. =650 \0$aYield strength. =650 \0$aHysteresis loop. =650 \0$aCyclic yield strength. =650 \0$aStress-strain curves. =650 \0$aFatique. =650 14$aFatigue. =650 24$aCyclic loading. =650 24$aYield strength. =650 24$aCyclic yield strength. =650 24$aCyclic stress-strain curve. =650 24$aLoad ratio. =650 24$aHysteresis loop. =650 24$aSmart sensor. =700 1\$aFukuda, K.,$eauthor. =700 1\$aGomi, K.,$eauthor. =700 1\$aTaniuchi, K.,$eauthor. =700 1\$aSano, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12398J.htm =LDR 03415nab a2200601 i 4500 =001 JTE12400J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12400J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12400J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620.1126$223 =100 1\$aYamashita, M.,$eauthor. =245 10$aNondestructive Evaluation of Fatigue and Creep-Fatigue Damage in 12%Cr Stainless Steel by the Induced Current Focusing Potential Drop Technique /$cM. Yamashita, S. Tada, Y. Sato, T. Shoji. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aSteam turbine rotor material is subjected to damage by creep, fatigue, and creep-fatigue. It is important to develop nondestructive methods to measure the progress of crack initiation stage damage in materials. In this paper, for 12%Cr stainless steel, detection and evaluation of earlier stages of creep-fatigue damage by the potential drop method are described. Failure tests by fatigue, creep-fatigue, and creep at 600°C were carried out, and specimens intermittently damaged by fatigue, creep-fatigue, and creep at the same temperature were prepared. Morphologies of damage on the surface of damaged specimens were investigated, and quantitative measurements of damage were conducted using the induced current focusing potential drop (ICFPD) method. In creep-fatigue damaged specimens, slip traces were observed at an early damage stage, producing a large number of cracks. Fatigue generated little slip and the number of cracks was smaller. The potential drop data obtained by ICFPD indicate that creep-fatigue damage in 12%Cr stainless steel can be evaluated based on potential drop data obtained by using the ICFPD method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aFatigue. =650 \0$aICFPD method. =650 \0$aNondestructive method. =650 \0$aStrains and stresses$xTesting. =650 \0$aMaterials$xFatigue$xTesting. =650 \0$aCreep-Fatigue. =650 \0$aNondestructive Testing. =650 14$a12%Cr stainless steel. =650 24$aCreep. =650 24$aFatigue. =650 24$aCreep-fatigue. =650 24$aNondestructive method. =650 24$aICFPD method. =650 24$aCrack initiation stage damage. =700 1\$aTada, S.,$eauthor. =700 1\$aSato, Y.,$eauthor. =700 1\$aShoji, T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12400J.htm =LDR 03160nab a2200553 i 4500 =001 JTE12396J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12396J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12396J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.7/35$223 =100 1\$aChen, J-S,$eauthor. =245 10$aQuantification of Coarse Aggregate Shape and Its Effect on Engineering Properties of Hot-Mix Asphalt Mixtures /$cJ-S Chen, M-S Shiah, H-J Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThis paper is aimed at quantifying coarse aggregate shape in an efficient manner and relating aggregate characteristics to mix properties. Digital image analysis was used to evaluate aggregate characteristics such as elongation, flatness, and other shape indices. The following particle shapes were selected for this study: cubical, rod, disk, and blade. Data showed that the morphological characteristics of coarse aggregate correlated well with the results of other indirect tests such as the particle index. Cubical particles possessed the best rutting resistance over the other shapes. Flaky and/or elongated aggregate in a mixture resulted in a lower resistance to shear deformation. The morphological characteristics of coarse aggregates found from image analysis were in good agreement with the engineering properties of hot-mix asphalt (HMA) mixtures. This paper presents a precise method to evaluate the aggregate characteristics in an HMA mix and demonstrates their effects on pavement performance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPaving materials. =650 \0$aRutting resistance. =650 \0$aCoarse aggregate shape. =650 \0$aHot-mix asphalt mixtures. =650 \0$aAggregate gradation. =650 \0$aRoad construction. =650 \0$aCoarse aggregates. =650 \0$aAggregates (Building materials)$xTesting. =650 14$aCoarse aggregate shape. =650 24$aHot-mix asphalt mixtures. =650 24$aPaving materials. =650 24$aRutting resistance. =700 1\$aShiah, M-S,$eauthor. =700 1\$aChen, H-J,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12396J.htm =LDR 03235nab a2200541 i 4500 =001 JTE103922 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103922$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103922$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC320.36 =082 04$a536/.2072$223 =100 1\$aLam, Cecilia S.,$eauthor. =245 10$aHeat Flux Measurements and Their Uncertainty in a Large-Scale Fire Test /$cCecilia S. Lam, Elizabeth J. Weckman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aHeat flux data from a series of controlled experiments involving a 2 m diameter, wind-blown pool fire are examined to highlight the difficulties involved in conducting heat flux measurements in a realistic, large-scale, hydrocarbon-fueled fire. Data were taken at several locations along the ground near the fire. At each location, three different heat flux sensors were positioned together: a Gardon gage, a directional flame thermometer (DFT) and a Sandia heat flux gage (HFG). Methods were first developed to correct measured values of heat flux for the slight differences in gage location relative to the fire. The remaining discrepancies between the values of heat flux measured by the different gages were then used to highlight uncertainties in heat flux measurements due to differences in gage surface temperature, in gage thermal response to the inherent modes of heating involved in the large hydrocarbon fire environment, and in conduction losses from the gage sensor plates. The importance of these sources of discrepancy varied depending on the magnitude of the measured heat flux and on whether the gages were located in a radiation-dominated or mixed radiative-convective environment within the fire. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRadiation. =650 \0$aConvection. =650 \0$aFire testing. =650 \0$aMeasurement uncertainty. =650 \0$aHeat flux gage. =650 \0$aHeat flux$xResearch. =650 \0$aHeat Flux. =650 14$aHeat flux gage. =650 24$aRadiation. =650 24$aConvection. =650 24$aFire testing. =650 24$aMeasurement uncertainty. =700 1\$aWeckman, Elizabeth J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103922.htm =LDR 02906nab a2200589 i 4500 =001 JTE103626 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103626$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103626$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a620.1/96$223 =100 1\$aZhang, Dong,$eauthor. =245 10$aEvaluation of the Fracture Resistance of Asphalt Mixtures Based on Bilinear Cohesive Zone Model /$cDong Zhang, Xiaoming Huang, Yongli Zhao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThe cohesive zone model was employed to study the fracture resistance of asphalt mixtures at low temperature. The bilinear traction-separation curve that directly reflects the magnitudes of the tensile strength, fracture energy, and failure separation of asphalt mixtures was proposed to evaluate the fracture resistance of asphalt mixtures. The fracture resistance of the asphalt mixtures with the nominal maximum aggregate size of 13 mm using different asphalt types and asphalt contents and at different temperatures was evaluated using the proposed method. The results of the study indicate that the proposed method can be used to comprehensively evaluate the fracture resistance of asphalt mixtures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt mixture. =650 \0$aFracture energy. =650 \0$aTensile strength. =650 \0$aFailure separation. =650 \0$aCohesive zone model. =650 \0$aFracture resistance. =650 \0$aAsphalt. =650 \0$aAsphalt cement. =650 \0$aAsphalt Mixtures. =650 14$aAsphalt mixture. =650 24$aFracture resistance. =650 24$aCohesive zone model. =650 24$aFracture energy. =650 24$aTensile strength. =650 24$aFailure separation. =700 1\$aHuang, Xiaoming,$eauthor. =700 1\$aZhao, Yongli,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103626.htm =LDR 03436nab a2200541 i 4500 =001 JTE103542 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103542$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103542$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8/5$223 =100 1\$aHu, Sheng,$eauthor. =245 10$aAnalysis of Rutting Performance Impacting Factors in HMA Overlay Mixture Design /$cSheng Hu, Fujie Zhou, Tom Scullion. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aIt is reasonable to assume that hot-mix asphalt (HMA) overlay rutting occurs only in HMA overlay(s) because of rutting from the existing pavement, if any, most of which had already occurred before the HMA overlay(s) was placed. So, this paper focuses only on the HMA overlay itself. Many factors-such as the asphalt binder grade, the aggregate gradation, the types of aggregates, the volumetric parameters of the mixtures, etc.-potentially influence the HMA rutting performance when designing an HMA overlay mix. In this paper, a Hamburg Wheel Tracking Test (HWTT) device is employed in order to evaluate the rutting performance of HMA overlay mixes in terms of the rut depth at specified wheel passes. An experimental design is developed to cover the different combinations of aggregates, gradations, and asphalt binder types. Through extensive laboratory tests and statistical analyses, the most significant impacting factors were identified. The corresponding HWTT rut depth prediction models were developed with high R2 values (>0.80). With these models and established rut depth criteria, the maximum allowable asphalt content that can be used without causing rutting problems was estimated for different overlay mixes. Furthermore, the models and estimated maximum allowable asphalt content were preliminarily verified by performance data of the National Center for Asphalt Technology test track sections and WesTrack test sections. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRutting. =650 \0$aMix design. =650 \0$aAsphalt content. =650 \0$aRuttings. =650 \0$aAsphalt. =650 \0$aAsphalt$xAdditives. =650 14$aHMA. =650 24$aRutting. =650 24$aHamburg Wheel Tracking Test (HWTT) =650 24$aMix design. =650 24$aAsphalt content. =700 1\$aZhou, Fujie,$eauthor. =700 1\$aScullion, Tom,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103542.htm =LDR 03023nab a2200505 i 4500 =001 JTE103937 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103937$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103937$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7874 =082 04$a621.38173$223 =100 1\$aTai, Y. T.,$eauthor. =245 13$aAn Effective Test for Supplier Selection Evaluation with Multiple Characteristics /$cY. T. Tai, W. L. Pearn, S. K. You. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aRecently, the extensive applications of thin-film transistor liquid crystal display (TFT-LCD) products have been increasing rapidly (for example, smart phones, monitors, and liquid crystal display televisions). Supplier selection in TFT-LCD manufacturing industries has become more essential and has received considerable attention. It is a problem of comparing two suppliers and selecting the one that has a significantly higher process capability. In this paper, we consider an effective test to determine supplier selection for glass substrate processes with multiple characteristics using the yield index SpkT, which can provide an exact measure of the process yield. In order to determine the selection decisions, critical values of the hypothesis testing for two procedures are calculated. For the practitioners' convenience in applying our procedures, various sample sizes required for designated selection powers are tabulated and discussed. For illustration purposes, a real-world problem in TFT-LCD factories is considered and solved for supplier selection evaluation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aYield. =650 \0$aMultiple characteristics. =650 \0$aThin film devices. =650 \0$aTransistor. =650 \0$aThin-film transistor. =650 14$aSupplier selection evaluation. =650 24$aYield. =650 24$aMultiple characteristics. =700 1\$aPearn, W. L.,$eauthor. =700 1\$aYou, S. K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103937.htm =LDR 03951nab a2200517 i 4500 =001 JTE103916 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103916$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103916$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP321 =082 04$a665.53825$223 =100 1\$aUrbas, Joe,$eauthor. =245 10$aPrecision of the Cone Calorimeter and ICAL Test Methods /$cJoe Urbas. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aRepeatability and reproducibility are typically determined for standard fire test methods on the basis of an interlaboratory test program (round-robin) to define their precision. Significant differences in precision were found in the past between the repeatability and reproducibility of small-scale and intermediate- and large-scale fire test methods that all utilize oxygen calorimetry to measure heat release rate. Repeatability of heat release rate related measurements with small-scale apparatus has been found to be significantly better than the repeatability of the intermediate and large-scale apparatuses. In this paper, the results of two round-robins are compared on the basis of relative repeatability standard deviations and relative reproducibility standard deviations calculated for individual materials for individual test parameters. The first one was a cone calorimeter round-robin and the second was an intermediate-scale calorimeter (ICAL) round-robin. The objective and subjective factors that might have contributed to the differences between the two test methods in both repeatability and reproducibility were analyzed. The most important factors that caused the differences in the ICAL round-robin were higher theoretical uncertainty of the ICAL, inadequate pre-round-robin calibrations, the small numbers of participating laboratories and samples tested, prevalence of fire-retardant-treated materials, and possible failure of some of the laboratories to fully comply with the standard. These factors, especially the fact that the testing procedures and apparatuses in the participating laboratories may not have been in complete accordance with the standards, indicate that the results of the round-robins did not reflect the real precision of the test methods. However, the terminology using the two components of precision, repeatability and reproducibility, is maintained in this paper except where a specific distinction is noted. Recommendations are made on how to improve the results of future fire test round-robins. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPrecision. =650 \0$aRepeatability. =650 \0$aReproducibility. =650 \0$aCalorimeter. =650 \0$aCone calorimeter. =650 \0$aScale calorimeter. =650 14$aPrecision. =650 24$aRepeatability. =650 24$aReproducibility. =650 24$aCone calorimeter. =650 24$aIntermediate scale calorimeter. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103916.htm =LDR 03144nab a2200493 i 4500 =001 JTE103237 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103237$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103237$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHG4529.5 =082 04$a332.6$223 =100 1\$aChen, Po-yuan,$eauthor. =245 14$aThe Valuation and Strategy of Foreign Operations Under Stochastic Price :$bA Real Options Model /$cPo-yuan Chen, Horng-jinh Chang, Chin-nung Liao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aMany multinational firms are facing diminishing profit margins in their home countries and, as a result, may move their manufacturing facilities to foreign countries to seek the benefits of lower labor costs and tax rates. Inspired by the real option models of Moon (2010) and Wu (2010), we propose a framework to explore how the fluctuations of price, cost reduction, and tax benefit factors affect the timing and the valuation of foreign investments. The sensitivity towards corporate value (real option value) and price threshold is then analyzed in illustrations. The results indicate that price drift and price volatility have opposing effects on corporate value and price threshold. In addition, the effects of tax and cost reduction factors on price threshold depend on the range of price elasticity in the demand. This study confirms that multinational firms would always seek domestic or foreign investment opportunities with relatively lower costs, tax rates, and reduced market risks as they relate to profit maximization in a global setting. Finally, this work suggests that the decision rules for the optimal entry of foreign operations significantly depend on the price elasticity of demand. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aForeign operation. =650 \0$aStochastic price. =650 \0$aStochastic models. =650 \0$aReal options. =650 14$aForeign operation. =650 24$aStochastic price. =650 24$aReal options. =700 1\$aChang, Horng-jinh,$eauthor. =700 1\$aLiao, Chin-nung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103237.htm =LDR 03235nab a2200553 i 4500 =001 JTE103842 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103842$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103842$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.87 =082 04$a006.32$223 =100 1\$aLiew, Chin Kian,$eauthor. =245 10$aInspections of Helicopter Composite Airframe Structures using Conventional and Emerging Nondestructive Testing Methods /$cChin Kian Liew, Martin Veidt, Nik Rajic, Kelly Tsoi, David Rowlands, Howard Morton. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b46 =520 3\$aThis paper presents nondestructive testing (NDT) results and analysis from the inspection of composite specimens representing typical helicopter parts. The specimens include monolithic laminates produced from carbon fiber reinforced plastic (CFRP), Nomex honeycomb core sandwich panels with CFRP skins, and CFRP frame-skin joint panels. External protection layers comprising copper mesh and fiberglass were also included in the specimens. These panels were fabricated with a wide range of defects to simulate helicopter in-service damage including delamination and skin-core disbond along with barely visible impact damage. The study aims to assess a number of conventional and emerging NDT techniques suitable for rapid in situ and off-site inspection of helicopter composite structures. The techniques considered are flash and sonic thermography, radiography, and different ultrasonic inspection modes including pulse-echo, through-transmission, and phased array. These techniques are compared on their ability to detect and characterize the fabricated defects. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDefect evaluation. =650 \0$aThermography. =650 \0$aUltrasonics. =650 \0$aRadiography. =650 14$aAerospace composite materials. =650 24$aUltrasonics. =650 24$aRadiography. =650 24$aThermography. =650 24$aDefect evaluation. =700 1\$aVeidt, Martin,$eauthor. =700 1\$aRajic, Nik,$eauthor. =700 1\$aTsoi, Kelly,$eauthor. =700 1\$aRowlands, David,$eauthor. =700 1\$aMorton, Howard,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103842.htm =LDR 03084nab a2200505 i 4500 =001 JTE103532 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103532$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103532$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.N35 =082 04$a620.5$223 =100 1\$aLjustell, P.,$eauthor. =245 14$aThe Effect of Large Scale Plastic Deformation on Fatigue Crack Length Measurement with the Potential Drop Method /$cP. Ljustell. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aA combined experimental and numerical investigation was conducted on the effects of plastic deformation and material resistance on the relationship between the potential difference and crack size, denoted calibration curve, or equation. The stainless steel 316L was used at room temperature for investigating the limitations of the calibration curve. The nominal calibration equation, obtained from the undeformed geometry, can be used for fatigue crack length measurements at large plastic deformation. However, the reference potential must, for reliable crack length measurements, be measured at the deformed state and later adjusted at every major change of (plastic) deformation. The major part of the change in reference potential was attributed to the geometry change and only a minor part to the resistivity change. The scatter in the potential drop measured crack length, measured on a cycle by cycle basis, was about 30 times smaller here compared to the compliance measured crack length. Also, in situ potential drop sampling was possible, i.e., the test did not need to be stopped for crack length measurements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue crack growth. =650 \0$aCrack length measurement. =650 \0$aPlastic Deformation. =650 \0$aPotential drop. =650 \0$aLarge scale yielding. =650 14$aPotential drop. =650 24$aCrack length measurement. =650 24$aFatigue crack growth. =650 24$aLarge scale yielding. =650 24$aLCF. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103532.htm =LDR 02940nab a2200457 i 4500 =001 JTE104031 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104031$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104031$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC489.A7 =082 04$a615.8/52$223 =100 1\$aDaum, Matthew,$eauthor. =245 10$aEvaluation of Predicted Deceleration Values From the Stress-Energy Method Compared to Actual Deceleration Values From the ASTM D1596 Test Method /$cMatthew Daum. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aIn recent years a simplified method for generating cushion curves, called stress-energy, has been presented as an alternative to ASTM D1596. A frequent question regarding the stress-energy method is the accuracy of the predicted deceleration compared to actual deceleration. This study compares the predicted deceleration values from the stress-energy method to the actual deceleration values collected from the ASTM D1596 test method for several data sets of EPS and EPE molded foam. Results show the average difference between the stress-energy predicted deceleration and the actual ASTM D1596 deceleration values to be 10 % or less for 144.2 kg/m3 EPE. Evaluating 20.0 kg/m3 EPS, the average difference between predicted and actual deceleration values is about 12 % or less. The study also found drop to drop deceleration to vary widely, so average actual deceleration was also evaluated compared to the predicted stress-energy deceleration. As a result, both the EPE and EPS predicted deceleration can be shown to be within ±10% of the actual averaged deceleration, an accuracy useful for practical application. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStress-energy. =650 \0$aStress management. =650 \0$aCushion curve. =650 14$aStress-energy. =650 24$aCushion curve. =650 24$aASTM D1596. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104031.htm =LDR 04495nab a2200493 i 4500 =001 JTE103927 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103927$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103927$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH9157 =082 04$a628.925 HIR 2010$223 =100 1\$aAlvares, Norman J.,$eauthor. =245 10$aIn Search of Standard Reference Materials for ASTM E05 Fire Standards /$cNorman J. Alvares, Harry K. Hasegawa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe first paragraph of E-691, Standard Practice for Conducting an Inter-laboratory Study to Determine the Precision of a Test Method [ASTM E691-05, 2005, "Standard Practice for Conducting an Inter-laboratory Study to Determine the Precision of a Test Method," ASTM Book of Standards, ASTM International, West Conshohocken, PA.] states: "Tests performed on presumably identical materials in presumably identical circumstances do not, in general, yield identical results. This is attributed to unavoidable random errors inherent in every test procedure; the factors that may influence the outcome of a test cannot all be completely controlled." Further in the same paragraph the factors are identified: "Many different factors (apart from random variations between supposedly identical specimens) may contribute to the variability in application of a test method, including: a. the operator, b. equipment used, c. calibration of equipment, and d. environment." The primary subjects of both the first and second paragraphs are: "presumably (supposedly) identical materials". If, in fact, "identical materials" were available, one of the variables of testing would be eliminated because the performance of the material would be a known, which could be used for calibration procedures. Thus, any variations in the test results would be caused by a, b, or d. The Holy Grail of ASTM fire standards is the precision and bias section. ASTM regulations require precision statements in all test methods in terms of repeatability and reproducibility. However, most E05 standards do not provide precision and bias data. In fact, only 33% of E05 standards have conducted an inter-laboratory study or round robin at some time. A path forward to promote more systematic calibration procedures for E05 fire test methods and to facilitate more frequent round robin studies, is to explore the identification or development of Standard Reference Materials (SRM's) with defined properties for calibration of ASTM E05 fire tests and to validate operational performance for the same test method conducted at different facilities. Surveys of a wide range of ASTM test standards show that some of them use well-characterized materials to provide specific output data as part of their calibration procedures. In fact, SRM's have been developed for test standards; E162, E648 and E662. This paper summarizes the properties of the materials used for test calibration and their potential use as reference standards or for identifying properties important to formulating a standard material(s) for ASTM E05 fire test methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFire tests. =650 \0$aRound robins. =650 \0$aFire test. =650 \0$aFire test response. =650 \0$aTest Procedures. =650 14$aRound robins. =650 24$aStandard reference materials. =650 24$aFire tests. =700 1\$aHasegawa, Harry K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103927.htm =LDR 03479nab a2200505 i 4500 =001 JTE103612 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103612$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103612$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aChen, Jian-Shiuh,$eauthor. =245 10$aDevelopment of Specification Limits for Asphalt Pavements Based on Quality Control and Quality Assurance Data /$cJian-Shiuh Chen, Min-Chih Liao, Ching-Hsiung Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aAsphalt content and aggregate gradation measurements for hot-mix asphalt (HMA) concrete were collected during the 2008 construction season to develop statistics for quality control (QC) and quality assurance (QA) programs for the Taiwan Highway Bureau (THB). Data were analyzed to determine if the quality characteristics followed a normal distribution in order to compare contractor and THB measurements and to develop specification limits. The quality test data were shown to follow a normal distribution; therefore, appropriate statistics could be developed from the normally distributed data. Differences between QC and QA test results were shown to be statistically significant for some of the mix properties. QA and QC comparisons indicated that QC data were less variable and tended to have more favorable test results that would give more favorable acceptance outcomes to contractors. This is a significant finding since highway agency pay factors assume the validity of QC data. A statistical process was established to determine a typical standard deviation value by taking into account the variability of both QC and QA data. The revised specification limits were developed as construction control tools for the quality characteristics of HMA mixtures. The revised specification limits were found to be loose enough to account for material, sampling, and testing variations but still tight enough to identify manufacturing and construction variability. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aQuality assurance. =650 \0$aAcceptance decision. =650 \0$aAsphalt Pavements. =650 \0$aPavements, Asphalt$xAdditives. =650 \0$aQuality control. =650 14$aQuality assurance. =650 24$aQuality control. =650 24$aAcceptance decision. =700 1\$aLiao, Min-Chih,$eauthor. =700 1\$aWang, Ching-Hsiung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103612.htm =LDR 04291nab a2200565 i 4500 =001 JTE103949 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103949$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103949$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aSD11 =082 04$a634.9$223 =100 1\$aResing, John V.,$eauthor. =245 10$aMeasurement Uncertainty and Statistical Process Control for the Steiner Tunnel (UL 723, ASTM E84) /$cJohn V. Resing, Pravinray D. Gandhi, Dwayne E. Sloan, Randall K. Laymon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aIn the United States, the Steiner Tunnel (UL 723 [2008, "Test for Surface Burning Characteristics of Building Materials," Ninth Edition, Underwriters Laboratories Inc., Northbrook, IL], ASTM E84-10 [2010, "Standard Test Method for Surface Burning Characteristics of Building Materials," Annual Book of ASTM Standards, Volume 4.07, ASTM International, West Conshohocken, PA.]) is an important fire test apparatus used by the building codes to assess the flammability and smoke generation characteristics of building products (e.g., insulation, sheathing materials, foamed plastics, wood-based products). This paper examines how various tools and methodologies can be used to quantify, improve, and control measurement uncertainty in fire tests, such as the ASTM E84 tunnel test. This paper also assesses uncertainty in the Steiner Tunnel using both a Gage Repeatability and Reproducibility (Gage r&R) study and historical results for reference materials. The improvements discussed were achieved by using a widely known Lean/Sigma principle-the define, measure, analyze, improve, control (DMAIC) method. Benefits derived from the DMAIC method include: (i) an improved understanding and control of the sources of variation; (ii) the development of process control charts to monitor Steiner Tunnel performance; and (iii) a reduced need for calibration and re-verification of Steiner Tunnel performance. The Gage r&R results show that the major contributor to uncertainty in flame spread and smoke developed results is primarily due to the performance difference in the test samples, and not due to the measurement device or the person conducting the test. The uncertainty, in the form of the standard deviation, is also shown in the results of each of the materials tested in the study. Monthly data for the historical reference material, red oak, and a proposed reference material, heptane, are shown to demonstrate stability of the measurement system over time. The heptane test is presented to help measure and reduce uncertainty of the smoke measurement in the Steiner Tunnel. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGage r&R. =650 \0$aSmoke developed. =650 \0$aUL 723, uncertainty. =650 \0$aFlame spread. =650 \0$aStatistical process. =650 \0$aFlame spread$xMathematical models. =650 14$aASTM E84-10, building materials. =650 24$aFlame spread. =650 24$aSmoke developed. =650 24$aStatistical process control. =650 24$aGage r&R. =650 24$aUL 723, uncertainty. =700 1\$aGandhi, Pravinray D.,$eauthor. =700 1\$aSloan, Dwayne E.,$eauthor. =700 1\$aLaymon, Randall K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103949.htm =LDR 03718nab a2200553 i 4500 =001 JTE103805 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103805$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103805$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH2431 =082 04$a695$223 =100 1\$aTanaka, H.,$eauthor. =245 10$aWind Resistance Correlation of Adhesive Applied Roofing System /$cH. Tanaka, W. Li, A. Baskaran, B. Martin-Perez. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThe adhesive applied roofing system (AARS) is a new generation of built-up roof, gaining popularity in the Canadian low-slope roofing market. All components of the AARS are integrated using adhesive and unlike mechanically attached roofing systems, there are no fasteners used. Thus, an AARS can offer less thermal bridging, air intrusion, air leakage, moisture migration, and corrosion problems. The components are, however, subjected to the combined action of tensile and shearing forces due to the dynamic wind uplift action as a result of wind flow suction over a low-slope roof. As part of an ongoing collaboration between industries, universities, and government departments to quantify the wind uplift resistance standards of the AARS, three different testing methods have been successfully developed: (1) uplift resistance testing, (2) peel resistance testing, and (3) wind uplift testing. Small scale specimens were used for the uplift and peel resistance testing, whereas wind uplift investigations were performed using full-scale mock-ups. This paper focuses on a proposed correlation amongst these three different test methods, namely, "Higher resistance in both peel and uplift tests will result in the same or higher wind uplift resistance." Four different scenarios of two sets of samples each were constructed by varying only one component between the samples. All samples were tested in all three tests methods and data from these tests were compared to verify the proposed correlation. The test results obtained from the small-scale experiments proved to be useful to predict full-scale system behavior as demonstrated in the paper through comparison of the resistance data and failure modes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAdhesives. =650 \0$aShear force. =650 \0$aWind uplift. =650 \0$aRoofing. =650 \0$aCurtain walls. =650 \0$aTensile force. =650 14$aRoofing. =650 24$aWind uplift. =650 24$aTensile force. =650 24$aShear force. =650 24$aAdhesives. =700 1\$aLi, W.,$eauthor. =700 1\$aBaskaran, A.,$eauthor. =700 1\$aMartin-Perez, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103805.htm =LDR 03307nab a2200553 i 4500 =001 JTE103312 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103312$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103312$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aKowalski, Karol J.,$eauthor. =245 10$aModified Ignition Oven Test Procedure for Determination of Binder Content in Hot Mix Asphalt Containing Dolomite Aggregate /$cKarol J. Kowalski, Rebecca S. McDaniel, Jan Olek, Ayesha Shah. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe binder content of hot mix asphalt (HMA) is most commonly determined either by solvent extraction or ignition oven (IO) methods. Generally, the IO method has worked well with various HMA mixtures except those containing certain types of high mass loss (decomposing) aggregates, especially dolomite. For these aggregates, the high temperatures experienced during the ignition process initiate chemical changes within the aggregate particles, which result in variable mass losses. This, in turn, causes difficulties in calculating a consistent correction factor and determining a repeatable binder content. This paper presents a modified IO binder content determination method, which involves lowering the test temperature to 427°C and reducing the sample mass by half. In addition, only the bottom material basket of the typical IO test setup is used to avoid errors in the results due to temperature differentials that develop when, upon ignition, mixture from the lower basket starts heating the mixture in the upper basket. The proposed method was successfully verified by using six different plant-produced mixtures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIgnition oven. =650 \0$aBinder content. =650 \0$aHot mix asphalt. =650 \0$aDolomite aggregate. =650 \0$aWarm mix asphalt. =650 \0$aWarm mix paving mixtures. =650 \0$aEnvironment friendly asphalt mixture. =650 14$aIgnition oven. =650 24$aHot mix asphalt. =650 24$aDolomite aggregate. =650 24$aBinder content. =700 1\$aMcDaniel, Rebecca S.,$eauthor. =700 1\$aOlek, Jan,$eauthor. =700 1\$aShah, Ayesha,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103312.htm =LDR 03466nab a2200517 i 4500 =001 JTE103914 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103914$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103914$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH1065 =082 04$a677.689$223 =100 1\$aShipp, Paul H.,$eauthor. =245 10$aBench Tests for Characterizing the Thermophysical Properties of Type X Special Fire Resistant Gypsum Board Exposed to Fire /$cPaul H. Shipp, Qiang Yu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aASTM C1396 Standard Specification for Gypsum Board defines type X special fire resistant gypsum board on the basis of the fire resistance of a load bearing wood framed gypsum partition tested in accordance with ASTM E119 Standard Test Methods for Fire Tests of Building Construction and Materials. Monitoring individual product performance in a wall system fire test presents serious challenges to the manufacturing facility. The expense and complexity of operating an ASTM E119 wall furnace makes it impossible for plants to run the defining test on site. In addition, many factors influence the outcome of a fire resistance test making it difficult to assess the performance of the gypsum board independently of other wall system and laboratory influences. In 2003 the Gypsum Association formed an ad hoc Product Standard Task Group in an attempt to develop an improved definition of type X gypsum board. The new definition had to be equivalent to the current ASTM C1396 specification but based on bench scale tests of the high temperature thermophysical properties of type X gypsum board alone. The tests must also be suitable for use as in-plant quality assurance procedures. A suite of three tests resulted. Their development and correlation to the ASTM E119 test has been documented by the authors in an earlier paper. An analysis of the precision of these three test methods is presented here. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGypsum board. =650 \0$aType X gypsum board. =650 \0$aFire resistance. =650 \0$aFire resistant materials. =650 \0$aFire test response. =650 14$aFire resistance. =650 24$aGypsum board. =650 24$aType X gypsum board. =650 24$aHigh-temperature core cohesion high-temperature shrinkage. =650 24$aHigh-temperature thermal insulation. =700 1\$aYu, Qiang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103914.htm =LDR 02560nab a2200517 i 4500 =001 JTE103425 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103425$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103425$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGV199.44.E85 =082 04$a796.52/2/092$223 =100 1\$aPircher, Martin,$eauthor. =245 10$aTesting of Removable Bracket Protection System for Rock Climbing /$cMartin Pircher. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aTesting procedures for small rock anchors for various activities including rock climbing are specified in the European Standard EN959. Further refinements for testing of chemically bonded anchors and variable rock conditions were proposed in a recent paper published in this journal. This method in combination with field tests was subsequently used to test a particular type of rock climbing anchors which has a long-standing tradition in the sport of rock climbing especially in Australia, but also elsewhere. It was found that the tested type of anchor does not fulfill the requirements stipulated in the EN959. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBolt hangers. =650 \0$aCarrot bolts. =650 \0$aRock climbing anchors. =650 \0$aMountaineering. =650 \0$aRemovable brackets. =650 \0$aMountaineering expeditions. =650 14$aRock climbing anchors. =650 24$aRemovable brackets. =650 24$aCarrot bolts. =650 24$aBolt hangers. =650 24$aMountaineering. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103425.htm =LDR 03124nab a2200577 i 4500 =001 JTE103371 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103371$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103371$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.9.S63 =082 04$a003.7$223 =100 1\$aXia, Xintao,$eauthor. =245 10$aFuzzy Hypothesis Testing and Time Series Analysis of Rolling Bearing Quality /$cXintao Xia, Jianfeng Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b32 =520 3\$aPoor information means incomplete and insufficient information, such as unknown probability distributions and trends. Evaluation for the evolvement of the rolling bearing quality as a time series belongs to the category of information poor process. Statistics relied on known probability distributions and trends could become ineffective. For this end, a fuzzy hypothesis testing model is proposed to make variability analysis of a time series with poor information. By introducing the weight into the rejection region, the relationship of the improved equivalence relation and the empirical confidence level is established, laying the new foundation for a fuzzy decision-making for a time series with poor information. The model is characterized by permitting the probability distribution and the trend of a stationary or nonstationary time-series to be unknown. The experimental investigation on the friction torque of a rolling bearing shows that the model is correct and effective. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTime series. =650 \0$aRolling bearing. =650 \0$aHypothesis testing. =650 \0$aQuality evaluation. =650 \0$aVariability analysis. =650 \0$aInformation poor process. =650 \0$aFuzzy systems. =650 \0$aFuzzy sets. =650 \0$aSoft computing. =650 14$aHypothesis testing. =650 24$aRolling bearing. =650 24$aQuality evaluation. =650 24$aTime series. =650 24$aVariability analysis. =650 24$aInformation poor process. =700 1\$aChen, Jianfeng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103371.htm =LDR 02826nab a2200541 i 4500 =001 JTE103122 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103122$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103122$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQP82.2.R33 =082 04$a612/.01448$223 =100 1\$aWang, Hainian,$eauthor. =245 10$aLaboratory Evaluation of Microwave Heating Method for Hot In-Place Recycling /$cHainian Wang, Peiwen Hao, Liang Xue. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aGradual increasing pavement distresses need an efficient heating method for hot in-place recycling or rehabilitation maintenance. Microwave radiation could provide a quick and environmentally friendly heating measure for field heating on asphalt pavement. A 2450 MHz microwave heater was applied to study its heating performance on a dense gradation asphalt mixture in the laboratory. Eight temperature sensors were embedded into each layer in the specialized wheel tracking mixture slab to study the temperature status during the microwave heating process. The heating uniformity, optimal heating depth, and water's influence on heating performance are discussed in this paper. Most of the standard temperature deviations on each layer are less than 7°C a. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt mixture. =650 \0$aInfluence factor. =650 \0$aHot in place recycling. =650 \0$aMicrowave radiation. =650 \0$aRadiation Effects. =650 \0$aHeating performance. =650 14$aAsphalt mixture. =650 24$aMicrowave radiation. =650 24$aHeating performance. =650 24$aHot in place recycling. =650 24$aInfluence factor. =700 1\$aHao, Peiwen,$eauthor. =700 1\$aXue, Liang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103122.htm =LDR 04246nab a2200601 i 4500 =001 JTE103405 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103405$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103405$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126$223 =100 1\$aArora, Kanwer Singh,$eauthor. =245 10$aEvaluation of the ASTM and ISO J Initiation Procedures by Applying the Unloading Compliance Technique to Reactor Pressure Vessel Steels /$cKanwer Singh Arora, Hans Werner Viehrig. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aOther than the brittle failure, the ductile behavior of the aged nuclear reactor pressure vessel (RPV) steels is also of interest for the integrity assessment and evaluation of the irradiation response. The fracture toughness of high toughness materials like RPV steels can be characterized by a J-R curve. Since the RPV steel material available for testing purposes, like surveillance specimens, is limited, the single specimen method is used for the J-R curve determination. In this study, J-R curves were measured on Charpy size SE(B) and 1T-C(T) specimens of different RPV steels in the unirradiated and irradiated conditions. It was observed that despite the available sophisticated instrumentation and strict implementation of the recommended test procedures, the J-initiation value for all the different material specimens tested could not be ascertained according to the test standards ASTM E1820 and ISO 12 135. For Charpy size SE(B) specimens, it was found that though valid JIC/J0.2BL values could be obtained in irradiated conditions, in un-irradiated conditions, especially for high toughness RPV steels, it was not possible. The evaluation showed that the aoq fit of the ASTM standard compensates uncertainties in the initial J-?a value resulting in reliable and more number of qualified test results. But these uncertainties strongly influence the A parameters of the ISO fit and the J0.2BL(B) value. Additionally, in the ISO evaluation the lower offset of the first exclusion line and a higher slope results in lower J0.2BL values compared to the ASTM analysis. Furthermore, for the two specimen geometries the course of J-R curves up to the JQ value was similar even for high toughness materials, but the lower specimen size was disqualified due to the lower prescribed Jlimit. Similarly, the J-R curves for un-irradiated and irradiated condition had a similar course up to the J0.2BL value, even for extremely high irradiation induced embrittlement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-R curve. =650 \0$aISO 12 135. =650 \0$aDuctile tearing. =650 \0$aFracture toughness. =650 \0$aUnloading compliance. =650 \0$aSingle specimen approach. =650 \0$aFracture. =650 \0$aFracture mechanism. =650 \0$aToughness. =650 14$aFracture toughness. =650 24$aDuctile tearing. =650 24$aJ-R curve. =650 24$aSingle specimen approach. =650 24$aUnloading compliance. =650 24$aASTM E1820. =650 24$aISO 12 135. =650 24$aReactor pressure vessel steels. =700 1\$aViehrig, Hans Werner,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103405.htm =LDR 03630nab a2200673 i 4500 =001 JTE103911 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103911$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103911$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH9446.I475 =082 04$a628.922$223 =100 1\$aTrevino, Javier O.,$eauthor. =245 10$aMeasurement Uncertainty in Fire Tests-A Fire Laboratory Point of View /$cJavier O. Trevino, Rick Curkeet. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aSince the adoption of ISO/IEC 17025, testing laboratories have been required to perform Measurement Uncertainty analysis for the tests within their scope. Four points of recurring debate are discussed: (1) The variability in fire test results due to unforeseen/uncontrolled variables is generally far greater than the measurement uncertainty of the result. (2) It is important not to confuse "measurement uncertainty" (MU) with "precision" of results. MU has a very specific meaning as used in ISO/IEC 17025, ISO/IEC Guide 98-3 Guide to the Expression of Uncertainty in Measurement (GUM) and ISO Guide 99 International vocabulary of metrology-Basic and general concepts and associated terms (VIM). (3) An uncertainty result is not used to justify passing or failing a product with results very near the pass/fail limit. Where the measured result is subject to a measurement uncertainty evaluation and reporting, compliance limits may or may not require extending the test result by the MU value in making a compliance determination. (4) ISO/IEC 17025 specifically exempts standards that specify limits on sources of uncertainty and specify the form of reporting from a required MU statement. This makes uncertainty estimates inapplicable to those fire tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFurnace. =650 \0$aVariability. =650 \0$aFire testing. =650 \0$aFlame spread. =650 \0$aSteiner tunnel. =650 \0$aFire resistance. =650 \0$aHeat release rate. =650 \0$aTime-temperature curve. =650 \0$aMeasurement uncertainty. =650 \0$aFire calorimetry. =650 \0$aCalorimetry. =650 \0$aFlammable gases. =650 14$aFire testing. =650 24$aFire calorimetry. =650 24$aFire resistance. =650 24$aFlame spread. =650 24$aSteiner tunnel. =650 24$aFurnace. =650 24$aTime-temperature curve. =650 24$aHeat release rate. =650 24$aHRR. =650 24$aMeasurement uncertainty. =650 24$aVariability. =700 1\$aCurkeet, Rick,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103911.htm =LDR 03238nab a2200505 i 4500 =001 JTE103813 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103813$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103813$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710 =082 04$a624.15136$223 =100 1\$aRodezno, Maria Carolina,$eauthor. =245 10$aGuide on the Selection of Appropriate Laboratory Stress Levels for the Flow Number Test /$cMaria Carolina Rodezno, Kamil E. Kaloush. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThis study examines the use of the triaxial shear strength parameters (c and ?) in providing guidelines for selecting the appropriate laboratory stress level for the flow number test of asphalt mixtures. The approach is based on the concept that the flow number (tertiary flow) is inversely related to the applied stress-to-strength ratio of the material. The correlation of the flow number with the stress-to-strength ratio can provide a good estimate of the stress level that will yield tertiary flow within a reasonable testing time. It was also realized that the triaxial shear strength test is not routinely conducted by Department of Transportation agencies and testing laboratories. Therefore, a database of triaxial shear strength test data was used to develop predictive models of the shear strength parameters for a particular asphalt mixture. The models' predictor variables were based on the volumetric properties of 46 different asphalt mixtures and a total of 276 test results. Regression models to estimate the c and friction (?) parameters had good statistical measures of model accuracy. The models were used to develop guidelines for laboratory stress-to-strength ratios to achieve tertiary flow within a reasonable testing period. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlow number. =650 \0$aTriaxial shear strength. =650 \0$aStress to strength ratio. =650 \0$aShear strength. =650 \0$aShear stiffness. =650 \0$aShear strength of soils. =650 14$aFlow number. =650 24$aTriaxial shear strength. =650 24$aStress to strength ratio. =700 1\$aKaloush, Kamil E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103813.htm =LDR 03099nab a2200577 i 4500 =001 JTE103609 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103609$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103609$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE75 =082 04$a557.3 s$223 =100 1\$aShi, Xianming,$eauthor. =245 10$aLaboratory Investigation into Interactions Among Chemicals Used for Snow and Ice Control /$cXianming Shi, Laura Fay, Stephanie Mumma. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aRecent years have seen increased use of chemicals for snow and ice control both on roadways and at airports. One relatively new concern has been the potential chemical and physical reactions among different deicer formulations. This issue has significant operational and safety implications and thus was the focus of this laboratory investigation. When allowed to sit without stirring at room temperature, precipitates formed in the blend solutions of reagent-grade magnesium chloride with acetate- or formate-based deicers. When a magnesium-chloride-based deicer was used in place of its reagent-grade counterpart, precipitates did not form in its blend solutions with a sodium acetate deicer or a potassium formate deicer, but the solutions were milky in appearance. In light of the Fourier transform infrared and solubility data, the precipitates consist of magnesium acetate tetrahydrate or magnesium formate dihydrate formed by chemical reaction, along with additives from the parent solutions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFormates. =650 \0$aSolubility. =650 \0$aDeicer interactions. =650 \0$aSnow and ice control. =650 \0$aChlorides. =650 \0$aAcetates. =650 \0$aGeochemistry. =650 14$aSnow and ice control. =650 24$aDeicer interactions. =650 24$aChlorides. =650 24$aAcetates. =650 24$aFormates. =650 24$aFTIR. =650 24$aSolubility. =700 1\$aFay, Laura,$eauthor. =700 1\$aMumma, Stephanie,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103609.htm =LDR 02974nab a2200553 i 4500 =001 JTE103270 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103270$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103270$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA278.2 =082 04$a519.536$223 =100 1\$aRao, B. Srinivasa,$eauthor. =245 10$aSoftware Reliability Growth Model Based on Half Logistic Distribution /$cB. Srinivasa Rao, B. Vara Prasad Rao, R. R. L. Kantam. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aA non-homogeneous Poisson process with its mean value function generated by the cumulative distribution function of half logistic distribution is considered. It is modeled to assess the failure phenomenon of developed software. When the failure data are in the form of the number of failures in a given interval of time, the model parameters are estimated by the maximum likelihood method. The performance of the model is compared with two standard models [Goel, A. L., and Okumoto. K., "A Time Dependent Error Detection Rate Model for Software Reliability and Other Performance Measures," IEEE Trans. Reliab., Volume 28(3), 1979, pp. 206-211; Yamada , "S-Shaped Reliability Growth Modeling for Software Error Detection," IEEE Trans. Reliab., Volume 32(5), 1983, pp. 475-484] using two data sets. The release time of the software subject to a minimum expected cost is worked out and exemplified through illustrations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGoel-Okumoto model. =650 \0$aYamada S-shaped model. =650 \0$aLogistic Distribution. =650 \0$aRegression analysis. =650 \0$aGrowth Model. =650 14$aAIC. =650 24$aGoel-Okumoto model. =650 24$aMLE. =650 24$aMSE. =650 24$aNHPP. =650 24$aSRGM. =650 24$aYamada S-shaped model. =700 1\$aRao, B. Vara Prasad,$eauthor. =700 1\$aKantam, R. R. L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103270.htm =LDR 03743nab a2200577 i 4500 =001 JTE103346 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103346$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103346$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aKF27 =082 04$a364.1/63$223 =100 1\$aCicero, S.,$eauthor. =245 10$aAnalysis of Loss of Torque in Dental Implants Containing Gold Washers between Implant and Screw Head /$cS. Cicero, R. Lacalle, R. Cicero, D. Fernández. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aThis paper analyzes a novel solution of a dental prosthesis containing a gold washer between the implant and the screw head (made of a titanium alloy, Ti-6Al-4V), and compares its mechanical behavior under variable loading with those observed in two other solutions commonly used in dentistry, one of them having the implant, the abutment and the screw made of a titanium alloy, and the other one having a screw made of pure gold (the implant and the abutment being made of the same titanium alloy). The analysis has consisted in the measurement of the torque loss in the three types of prostheses after the application of a given number of variable loading cycles following ISO protocol 14 801. The investigation has been completed with the scanning electron microscopy (SEM) analysis of the different components after testing.The torque loss in this new solution is very similar to that obtained in the prosthesis containing a gold screw, and 30.7 % lower than that obtained in the prosthesis whose components are all made of a titanium alloy. This behavior can be accounted for by the lower friction between gold and titanium (when compared to titanium-titanium friction), which causes a higher preload in the screw. Also, the SEM analysis has revealed greater damage in Ti-Ti contacts than in Au-Ti contacts, and significant material transfer between the gold washer and the titanium alloy screw. The solution including a gold alloy washer combines low torque loss, as observed in the prosthesis with the gold screw, with the good mechanical (tensile) properties of the solution with the titanium alloy screw, which allows repairs in vivo to be performed more easily. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aScrew. =650 \0$aTorque. =650 \0$aImplant. =650 \0$aAbutment. =650 \0$aWasher. =650 \0$aWashers (Fasteners) =650 \0$aDental Implants. =650 14$aImplant. =650 24$aScrew. =650 24$aAbutment. =650 24$aWasher. =650 24$aGold. =650 24$aTorque. =700 1\$aLacalle, R.,$eauthor. =700 1\$aCicero, R.,$eauthor. =700 1\$aFernández, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103346.htm =LDR 03105nab a2200565 i 4500 =001 JTE103715 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103715$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103715$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.22 =082 04$a620.11217$223 =100 1\$aHamel, Scott E.,$eauthor. =245 10$aTension and Compression Creep Apparatus for Wood-Plastic Composites /$cScott E. Hamel, John C. Hermanson, Steven M. Cramer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aDesign of structural members made of wood-plastic composites (WPCs) is not possible without accurate test data for tension and compression. The viscoelastic behavior of these materials means that these data are required for both the quasi-static stress-strain response, and the long-term creep response. Their relative incompressibility causes inherent difficulties in creating effective clamping devices that do not preload the specimens. In order to conduct repeats of both test modes at multiple stress levels for at least 90 days, uni-axial test apparatuses must be economical and mass producible. Further, all tests must be conducted in an environment that is moisture and temperature controlled, creating space constraints. This paper describes economical apparatuses for both tension and compression creep testing that do not preload the specimens, require a minimum of floor space, and are easy and safe to load and unload. The operation and typical data for the tests are presented to demonstrate the apparatuses. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTension. =650 \0$aCompression. =650 \0$aTest fixtures. =650 \0$aDuration of load. =650 \0$aCreep. =650 \0$aMaterials$xCreep. =650 \0$aWood-based products. =650 14$aCreep. =650 24$aWood-based products. =650 24$aTest fixtures. =650 24$aDuration of load. =650 24$aTension. =650 24$aCompression. =700 1\$aHermanson, John C.,$eauthor. =700 1\$aCramer, Steven M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103715.htm =LDR 03035nab a2200505 i 4500 =001 JTE103464 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103464$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103464$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA278.8 =082 04$a519.5/3$223 =100 1\$aChang, Chia-Hao,$eauthor. =245 12$aA Nonparametric Test for the Ordered Alternative Based on Fast Discrete Fourier Transform Coefficient /$cChia-Hao Chang, Ching-Ho Yen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aWe propose a distribution-free test, which has two main purposes. First, the test can assist in alleviating some of the problems that existing tests have with higher powers when the assumed a priori ordering among the parameters is incorrect. Second, the new test can detect the monotone trends (non-decreasing ordered and non-increasing ordered) with only one derived process. Here we propose a new test, which combines and orders all observations from least to greatest; the approximate distribution of Fourier coefficients is utilized and tests whether the location parameters are serially non-decreasing or non-increasing with the groups. Utilizing the Monte Carlo simulation, we show that the proposed test is a significant improvement over the Terpstra and Magel test [Terpstra, J. T. and Magel, R. C., "A New Nonparametric Test for the Ordered Alternative Problem," Nonparametric Stat., Volume 15, 2003, pp. 289-301], that is, decreasing more powers for the situation when an investigator falsely assumes an a priori ordering relationship. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOrdered alternative. =650 \0$aTerpstra-Magel test. =650 \0$aNonparametric test. =650 \0$aNonparametric statistics. =650 \0$aFourier coefficients. =650 14$aNonparametric test. =650 24$aTerpstra-Magel test. =650 24$aFourier coefficients. =650 24$aOrdered alternative. =700 1\$aYen, Ching-Ho,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103464.htm =LDR 03050nab a2200517 i 4500 =001 JTE103460 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103460$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103460$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.4 =082 04$a620.1/1292$223 =100 1\$aMorrissey, Ryan J.,$eauthor. =245 10$aTest System for Elevated Temperature Characterization of Thin Metallic Sheets /$cRyan J. Morrissey, Reji John, Mark J. Ruddell, Phil E. Blosser, Dennis J. Buchanan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThin gage Ni-based superalloy materials are being targeted for hypersonic applications up to 1100 °C. To achieve an optimized system design, standard mechanical behavior data on these materials are needed under a range of loading conditions such as tensile, creep, and fatigue at representative temperatures. These tests require direct measurements of displacements on specimens. In order to meet this need, a test system has been developed as part of a comprehensive in-house program to advance state-of-the-art testing capabilities for thin foils and very thin sheets. The test system was developed using a conventional hydraulic load frame outfitted with specialized capabilities, and was designed for determining material properties on a macro-scale. Specimen thicknesses used in this study range from 127-508 ?m, with specimen lengths on the order of 150 mm. This paper outlines the developmental process, including unique challenges, along with the system validation and some preliminary data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aThin gage. =650 \0$aMechanical testing. =650 \0$aElevated temperature. =650 \0$aMechanical wear. =650 14$aMechanical testing. =650 24$aElevated temperature. =650 24$aThin gage. =700 1\$aJohn, Reji,$eauthor. =700 1\$aRuddell, Mark J.,$eauthor. =700 1\$aBlosser, Phil E.,$eauthor. =700 1\$aBuchanan, Dennis J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103460.htm =LDR 02864nab a2200565 i 4500 =001 JTE11360J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11360J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11360J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aNK8843 =082 04$a746.0941$223 =100 1\$aLeimer, S.,$eauthor. =245 10$aEffects of Laundering and Exposure to Light on Environmentally-Improved Fabrics /$cS. Leimer, MA. Moore, E. Goldsmith. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThis study evaluated the performance of four environmentally-improved fabrics after laundering or exposure to light. Specific objectives were to evaluate and compare the breaking strength, breaking elongation, and color change of the experimental fabrics after laundering or exposure to light. Results of the data analyses revealed a significant difference in the percentage of change in breaking strength and breaking elongation among the environmentally-improved fabrics as a result of laundering or exposure to light. Also, there were significant correlations between the percentage change in breaking strength, percentage change in breaking elongation, and color change due to the accelerated treatments of laundering or exposure to light. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLaundering. =650 \0$aBreaking strength. =650 \0$aColor measurement. =650 \0$aExposure to light. =650 \0$aBreaking elongation. =650 \0$aTextile fabrics. =650 \0$aTextile design. =650 14$aBreaking strength. =650 24$aBreaking elongation. =650 24$aColor measurement. =650 24$aEnvironmentally-improved fabrics. =650 24$aExposure to light. =650 24$aLaundering. =700 1\$aMoore, MA.,$eauthor. =700 1\$aGoldsmith, E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11360J.htm =LDR 02361nab a2200421 i 4500 =001 JTE11357J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11357J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11357J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620.1/1/0218$223 =100 1\$aBhattachar, VS.,$eauthor. =245 10$aInstantaneous Coefficient of Linear Thermal Expansion-A New Definition /$cVS. Bhattachar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThe mean coefficient of linear thermal expansion is used to define a new "instantaneous coefficient of linear thermal expansion" (ILTE) which is proved to be independent of reference temperatures required to define mean values. Hence it can be considered a true material property. The new ILTE provides a common reference to compare thermal expansion data of different materials. This instantaneous coefficient is different from the instantaneous value defined by ASTM standards. Values of the new coefficient are compared with the widely used mean coefficient values. Accuracy of calculations using the new ILTE is demonstrated using the mean coefficient data of two materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aThermal strain. =650 14$aCoefficient of thermal expansion. =650 24$aThermal strain. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11357J.htm =LDR 02659nab a2200517 i 4500 =001 JTE11364J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11364J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11364J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC228.2 =082 04$a006.454$223 =100 1\$aMurphy, JF.,$eauthor. =245 10$aTransverse Vibration of a Simply Supported Beam with Symmetric Overhang of Arbitrary Length /$cJF. Murphy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe numerical solution to the frequency equation for the transverse vibration of a simple beam with symmetric overhang is found. The numerical results converge to the analytical solutions for the two limiting cases of a beam with no overhang and a beam with no span and agree with the case in which the supports are at the nodal points of a freely vibrating beam. An approximation to the solution of the frequency equation for beams with small overhang is presented and compared to the numerical solution. This simple yet accurate approximation is most useful to determine a beam's flexural stiffness, EI, or modulus of elasticity, E, by freely vibrating a simply supported beam. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlexural stifness. =650 \0$aBeam with overhang. =650 \0$aFrequency equation. =650 \0$aTransverse vibration. =650 \0$aFundamental frequency. =650 \0$aSignal processing. =650 14$aTransverse vibration. =650 24$aBeam with overhang. =650 24$aFlexural stifness. =650 24$aFrequency equation. =650 24$aFundamental frequency. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11364J.htm =LDR 03687nab a2200673 i 4500 =001 JTE11356J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11356J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11356J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a624.151$223 =100 1\$aFwa, TF.,$eauthor. =245 10$aRelating Triaxial Test Properties of Asphalt Mixtures to Mix Parameters Determined by Marshall Stability Test /$cTF. Fwa, SA. Tan, BH. Low. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe conventional method of asphalt mix design based on the Marshall stability test cannot be used directly for pavement thickness design and performance analysis. On the other hand, the triaxial test that measures fundamental engineering properties of friction-cohesive materials is a well understood and established test in civil engineering, and the authors have reported in an earlier paper that triaxial test properties of asphalt mixtures can be used to study analytically the response of the mixtures under loads. In an effort to establish a link between the two tests, this paper illustrates that the three triaxial test-determined properties of an asphalt mixture, namely cohesion c, angle of friction ? and elastic modulus Ep, are statistically correlated with Marshall stability test properties of the asphalt mixture. The statistical analyses furnish useful information on the trends of variation of various material parameters as a function of mix properties. Potentially useful statistical regression predictive models are derived for predicting material parameters of the Marshall stability tests using the triaxial test properties, and vice versa. Such models make it possible to analyze pavement performance under loads for those pavements constructed based on Marshall mix design. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCohesion. =650 \0$aMarshall flow. =650 \0$aTriaxial test. =650 \0$aFriction angle. =650 \0$aAsphalt mixture. =650 \0$aElastic modulus. =650 \0$aMarshall quotient. =650 \0$aPrediction models. =650 \0$aMarshall stability. =650 \0$aRegression analysis. =650 \0$aAsphalt. =650 \0$aAsphalt content. =650 14$aTriaxial test. =650 24$aAsphalt mixture. =650 24$aCohesion. =650 24$aFriction angle. =650 24$aElastic modulus. =650 24$aMarshall stability. =650 24$aMarshall flow. =650 24$aMarshall quotient. =650 24$aRegression analysis. =650 24$aPrediction models. =700 1\$aTan, SA.,$eauthor. =700 1\$aLow, BH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11356J.htm =LDR 02884nab a2200505 i 4500 =001 JTE11355J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11355J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11355J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a620.1/123$223 =100 1\$aSeif, MA.,$eauthor. =245 10$aResidual Stresses in Plastic Pipes by Laser Speckle Technique /$cMA. Seif, HA. Kishawy, MA. Hassan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aLaser speckle technique has been employed as a sensitive noncontact quantitative tool to measure the residual stress distribution developed in plastic pipes due to manufacturing processes. Pipes are classified into two main categories: thin-walled and thick-walled pipes. In thick-walled pipes, the laser technique has been combined with the layer removal method to describe accurately the stress distribution along the pipe thickness. A merit of the present investigation is the development of an empirical formula to assist the laser measurement in obtaining a more reliable stress distribution. Therefore, the need for the layer removal method has been eliminated, and the usual inaccuracy patterns resulting from excessive machining have been avoided. Since the results obtained are compared favorably with different techniques such as strain gages, ring slitting, and layer removal techniques, the proposed work possesses different advantages with respect to simplicity, practicality, and sensitivity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPipes. =650 \0$aPlastic. =650 \0$aLaser speckles. =650 \0$aResidual stresses. =650 14$aLaser speckles. =650 24$aPipes. =650 24$aPlastic. =650 24$aResidual stresses. =700 1\$aKishawy, HA.,$eauthor. =700 1\$aHassan, MA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11355J.htm =LDR 03106nab a2200577 i 4500 =001 JTE11359J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11359J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11359J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5415.153 =082 04$a658.5$223 =100 1\$aLittle, RE.,$eauthor. =245 10$aEffect of Specimen Thickness on the Long-Life Fatigue Performance of a Randomly-Oriented Continuous-Strand Glass-Mat-Reinforced Polypropylene Composite /$cRE. Little. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThis paper summarizes an experimental study of how three specimen thicknesses— 1/8 , 3/16, and ¼ in.(3.18, 4.76, and 6.35 mm)—affect the long-life fatigue performance of a thermoplastic composite material with 40% randomly-oriented continuous-strand glass in a polypropylene matrix (Azdel) Axial-load and four-point-bending fatigue tests were conducted to compare (1) the respective median logarithmic fatigue lives for a common alternating stress amplitude and (2) the respective estimated median fatigue strengths at 107 stress cycles.Both the median logarithmic fatigue life and the median fatigue strength decreased markedly when the specimen thickness was increased from 1/8 to 3/16 in.(from 3.18 to 4.76 mm) However, in each case, no further decrease was statistically evident when the specimen thickness was increased from 3/16 to ¼ in.(from 4.76 to 6.35 mm) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAzdel. =650 \0$aThickness effect. =650 \0$aComposite material. =650 \0$aOptimal test methods. =650 \0$aMedian fatigue strength. =650 \0$aUp-and-down test method. =650 \0$aComposites. =650 \0$aComposite materials. =650 14$aComposite material. =650 24$aLong-life fatigue behavior. =650 24$aThickness effect. =650 24$aStatistical analysis of variance. =650 24$aUp-and-down test method. =650 24$aMedian fatigue strength. =650 24$aOptimal test methods. =650 24$aAzdel. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11359J.htm =LDR 02529nab a2200481 i 4500 =001 JTE11365J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11365J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11365J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP248.C45 =082 04$a677/.464$223 =100 1\$aHawley, L.,$eauthor. =245 10$aHoechst Celanese Improves Consistency of Cellulose Acetate Through Automated Viscosity Measurement /$cL. Hawley. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aHoechst Celanese has improved the precision of viscosity measurements from ±6 to ±2 centipoise by switching from manual to automated testing. Solution viscosity is one of the most critical quality parameters in the production of cellulose acetate flake. In the past, the company used a modified Cannon-Fenske tube for viscosity measurements. Operator influences, including time measurements, start and end points, bath temperature, and other factors, made it impossible to achieve optimal accuracy. Switching to automated differential viscometers eliminated operator influences from the measurement process thus enabling far more precise process control. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAutomated testing. =650 \0$aSolution viscosity. =650 \0$aViscosity measurement. =650 \0$aCellulose acetate. =650 14$aViscosity measurement. =650 24$aCellulose acetate. =650 24$aAutomated testing. =650 24$aSolution viscosity. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11365J.htm =LDR 02623nab a2200529 i 4500 =001 JTE11361J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11361J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11361J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA367 =082 04$a620.28$223 =100 1\$aBray, DE.,$eauthor. =245 10$aUltrasonic Stress Evaluation in a Compressor Rotor /$cDE. Bray, W. Tang, DS. Grewal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe run-out report for a compressor rotor showed an almost continuous bow between the two bearings. The maximum run-out of 0.03 mm (0.0012 in.) occurred at the inlet to the fourth stage impeller. The steel compressor rotor was just over 3 m in length. It had been removed from service for maintenance. Each of the seven compressor stages was mounted on the rotor at the time of the stress measurement. An evaluation of the residual stress at the inlet locations in the shaft using critically refracted longitudinal, LCR, ultrasonic waves showed compressive stress on the bowed side of the rotor, supporting the conclusion that residual stress is the cause of the bow. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLER technique. =650 \0$aCompressor rotor. =650 \0$aStress measurement. =650 \0$aTurbine components. =650 \0$aUltrasonics. =650 14$aStress measurement. =650 24$aUltrasonics. =650 24$aLER technique. =650 24$aCompressor rotor. =650 24$aTurbine components. =700 1\$aTang, W.,$eauthor. =700 1\$aGrewal, DS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11361J.htm =LDR 03012nab a2200553 i 4500 =001 JTE11363J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11363J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11363J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aLopes, R.,$eauthor. =245 13$aAn Ultrasonic Technique for Monitoring Automotive Components /$cR. Lopes, A. Mazzeranghi, G. Ronchiato, D. Vangi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aEarly and reliable damage location is a key element for the quality and quantity of the data that can be acquired from a fatigue test on automotive components and from mechanical components subjected to road-simulated endurance testing. This paper describes an acousto-ultrasonic methodology for monitoring structures or mechanical components. The technique has been developed gradually by applying it first to simple elements, such as spot-welded steel panels, sections, etc., then to individual body nodes, and finally to a complete car body. The results of a road simulated endurance test carried out on a car body are presented. This technique makes it possible to reduce to the minimum, or eliminate altogether, visual checks, and to identify fatigue cracks at their earliest initiation stages and spot weld failure, without having to wait until a defect grows to the point of modifying the overall mechanical properties of the element being tested. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue test. =650 \0$aEndurance test. =650 \0$aDamage monitoring. =650 \0$aAcousto-ultrasonic. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aAcousto-ultrasonic. =650 24$aDamage monitoring. =650 24$aFatigue test. =650 24$aEndurance test. =700 1\$aMazzeranghi, A.,$eauthor. =700 1\$aRonchiato, G.,$eauthor. =700 1\$aVangi, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11363J.htm =LDR 02624nab a2200565 i 4500 =001 JTE11358J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11358J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11358J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aYuan, B.,$eauthor. =245 10$aFatigue Testing of Microspecimens from a Weldment /$cB. Yuan, WN. Sharpe. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThis paper describes a technique for measuring the strain-controlled cyclic stress-strain behavior of microspecimens taken from a steel weldment. The specimens have a cross-section 0.3 by 0.3 mm with a gage section approximately 1.4-mm long and are believed to be the smallest specimens that have ever been tested in fully-reversed axially-loaded fatigue tests. The microsample fatigue test system developed allows both strain and stress control. The key feature is the ability to measure strain directly using a laser-based strain gage that measures the relative displacement between two tiny reflective indentations in the specimen surface. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteel. =650 \0$aWeldments. =650 \0$aStrain gage. =650 \0$aInterferometry. =650 \0$aMicrospecimens. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFatigue. =650 24$aMicrospecimens. =650 24$aWeldments. =650 24$aInterferometry. =650 24$aSteel. =650 24$aStrain gage. =700 1\$aSharpe, WN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11358J.htm =LDR 02986nab a2200529 i 4500 =001 JTE11362J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11362J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11362J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.E9 =082 04$a690$223 =100 1\$aStelmokas, JW.,$eauthor. =245 10$aMeasurement of Load Distribution in Multiple-Bolted Wood Connections /$cJW. Stelmokas, AG. Zink, JL. Loferski, JD. Dolan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aLoad distribution behavior among multiple-bolts was evaluated using new, instrumented bolt-type connectors. The instrumented shear bolts output an electronic signal proportional to the shear forces transmitted through the bolt in a double-shear connection during loading. Double-shear connections constructed of clear, straight-grained yellow-poplar (Liriodendron tulipifera) were tested in compression parallel to grain. Five different bolt patterns were used to analyze the effect of number of bolts in a vertical row and number of bolts in a horizontal column on load transfer among the bolts. The load distribution among the bolts in the multiple-bolted wood connection was determined effectively using the shear bolts that provided detailed quantitative data concerning which bolt was the major load carrier throughout the entire test and exactly if and when the load was transmitted between the bolts. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLoad distribution. =650 \0$aDouble-shear connections. =650 \0$aInstrumented shear bolts. =650 \0$aJoints (Engineering) =650 14$aMultiple-bolted wood connections. =650 24$aLoad distribution. =650 24$aInstrumented shear bolts. =650 24$aDouble-shear connections. =650 24$aMechanical fastener evaluation. =700 1\$aZink, AG.,$eauthor. =700 1\$aLoferski, JL.,$eauthor. =700 1\$aDolan, JD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11362J.htm =LDR 03150nab a2200517 i 4500 =001 JTE20120177 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120177$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120177$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aSaid, Safwat F.,$eauthor. =245 10$aRheological Characterization of Asphalt Concrete Using a Shear Box /$cSafwat F. Said, Hassan Hakim, Olle Eriksson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b37 =520 3\$aPavement deformation in bituminous layers is mainly caused by shear deformations. There is a need for a practical shear test for routine use, which can be used to evaluate the shear properties of bituminous materials. Shear properties are related to pavement performance and needed in viscoelastic pavement evaluation models. The main objective of this work is to determine the rheological properties of asphalt concrete materials for use in viscoelastic models and performance evaluation of bituminous pavement layers. This paper describes an asphalt concrete shear box test for determining the shear modulus and phase angle of asphalt mixtures and estimating their viscosity. The sensitivity of the test method was determined by testing cylindrical asphalt concrete specimens of varying mix composition. A procedure is presented for rheological characterization of asphalt concrete materials for use as a performance indicator. It is also concluded that the asphalt concrete shear box is reliable for measuring the shear modulus, phase angle and viscosity of asphalt concrete at different temperatures and frequencies for use in evaluating pavement models and discriminating between asphalt mixes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRheology. =650 \0$aShear box. =650 \0$aViscosity. =650 \0$aAsphalt concrete. =650 \0$aPavements,Asphaltconcrete. =650 14$aAsphalt concrete. =650 24$aRheology. =650 24$aViscosity. =650 24$aShear box. =700 1\$aHakim, Hassan,$eauthor. =700 1\$aEriksson, Olle,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120177.htm =LDR 02980nab a2200517 i 4500 =001 JTE20120206 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120206$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120206$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96142$223 =100 1\$aZhang, Dongli,$eauthor. =245 12$aA Non-Destructive Evaluation Strategy for Thick Coating Evaluation on Hemispherical Steel Shells of Different Sizes with a Wide-Range ECT Sensor /$cDongli Zhang, Zhaoba Wang, Zhenmao Chen, Yong Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe goal of this paper is to develop an effective and high-precision method for thick coating evaluation in hemispherical steel shells of different sizes using eddy current technology. The key problems of the study include limited capability and low measure precision of eddy current sensor for long liftoff evaluation as well as the influence of shell thickness and curvature on liftoff-evaluation precision for coating in different size shells. To solve these problems, a wide-range sensor was proposed and the influence laws of shell sizes on signals were analyzed using a finite element method-boundary element method (FEM-BEM) hybrid program. Finally, a strategy using cubic spline interpolation method and sample database was adopted for thickness evaluation of coating in different size shells, and its applicability was validated by liftoff evaluation results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCurved steel base. =650 \0$aNumerical simulation. =650 \0$aSteel$xMetallography. =650 \0$aSteel$xMetallurgy. =650 14$aCoating thickness measurement. =650 24$aCurved steel base. =650 24$aEddy current testing technology. =650 24$aNumerical simulation. =700 1\$aWang, Zhaoba,$eauthor. =700 1\$aChen, Zhenmao,$eauthor. =700 1\$aLi, Yong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120206.htm =LDR 02828nab a2200553 i 4500 =001 JTE20120087 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120087$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120087$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273 =082 04$a519.1083$223 =100 1\$aLoganathan, A.,$eauthor. =245 10$aEvaluation of Single Sampling Plans by Attributes Using Mixture of Two Distributions /$cA. Loganathan, P. Muthu Krishnan, R. Vijayaraghavan, M. Saral. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aInspection lots that are formed from the products or materials produced from two or more streams of a manufacturing industry may be heterogeneous with respect to some quality characteristic. In such cases, lot quality may not be of the same kind, rather a mixture of several kinds, and, hence, a mixture of distributions is an appropriate model to study the quality of such heterogeneous lots. This paper presents a study on the evaluation of a single sampling plan by attributes through its operating characteristic function under the conditions of mixture of two binomial and Poisson distributions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPoisson distribution. =650 \0$aSingle sampling plan. =650 \0$aBinomial distribution. =650 \0$aMixture of distributions. =650 \0$aBinomialdistribution$xTables. =650 \0$aDistribution(Probability theory)$xTables. =650 14$aBinomial distribution. =650 24$aMixture of distributions. =650 24$aOperating characteristic function. =650 24$aPoisson distribution. =650 24$aSingle sampling plan. =700 1\$aKrishnan, P. Muthu,$eauthor. =700 1\$aVijayaraghavan, R.,$eauthor. =700 1\$aSaral, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120087.htm =LDR 03091nab a2200553 i 4500 =001 JTE20120215 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120215$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120215$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS173 =082 04$a620/.00452$223 =100 1\$aKim, Chan-Jung,$eauthor. =245 10$aAccelerated Slam Testing of Vehicle Door Plate Module Using Vibration Exciter /$cChan-Jung Kim, Bong-Hyun Lee, Yeon June Kang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aSlam testing is an important test for evaluating the fatigue resistance of a door plate module prior to its delivery to the car manufacturer. In such testing, one experimental specimen is subjected to more than 8 days of continuous testing. In this paper, a vibration testing method is proposed that is intended to replace the conventional swing-type slam testing of a door plate module. The method is based on the concept of duplicating the same failure mode at the clamping part of the glass in a door, where the stress is concentrated. After a review of the feasibility test performed with a multi-axial vibration simulator, a similarity test for a door module was developed that uses a uni-axial vibration exciter that required the door glass to be exposed to a critical spectrum of vibration for less than 2 h. The validity of the proposed testing method was demonstrated by comparing the failure modes of both the conventional and the proposed slam tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFailure mode. =650 \0$aSlam testing. =650 \0$aCritical response. =650 \0$aSimilarity test strategy. =650 \0$aVibration$xTesting. =650 \0$aStrains and stresses. =650 \0$aAccelerated life testing. =650 14$aAccelerated vibration testing. =650 24$aSlam testing. =650 24$aCritical response. =650 24$aFailure mode. =650 24$aSimilarity test strategy. =700 1\$aLee, Bong-Hyun,$eauthor. =700 1\$aJune Kang, Yeon,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120215.htm =LDR 03500nab a2200541 i 4500 =001 JTE20120216 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120216$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120216$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC321 =082 04$a536/.2012$223 =100 1\$aSelvakumar, A.,$eauthor. =245 10$aEvaluation of Effective Thermal Conductivity for Mineral Cast Structural Materials Using Steady-State and Transient Methods /$cA. Selvakumar, P. V. Mohanram. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aThermal conductivity is a thermophysical property that represents the rate at which heat energy can be transported through the material. For any alternate material chosen for machine tool structures, the study of its thermal characteristics is imminent. Thermal conductivity is one major characteristic to be analysed. Mineral cast structures made of epoxy-granite are found to exhibit good mechanical properties, such as high stiffness and damping ratio. The material also has lesser weight, compared to conventional materials used for machine tool structures. Hence, these materials are emerging as an alternate to conventional cast iron machine tool structures. This study attempts to determine the effective thermal conductivity of epoxy granite material using steady-state and transient plane source (TPS) methods. The results obtained using the experimental methods are compared with geometrical models and the suitability of the methods is evaluated. It is observed that both methods are suitable for measuring effective thermal conductivity of two-phase materials. Compared to TPS method, the steady-state method is a slow and material-consuming technique but provides more accurate results. The effective thermal conductivity of the developed material is compared with some commercial polymer composites and observed that the developed material has greater thermal conductivity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTPS method. =650 \0$aEpoxy-granite. =650 \0$aTwo-phase material. =650 \0$aSteady-state method. =650 \0$aThermal conductivity. =650 \0$aMaterials$xThermal properties. =650 \0$aHeat$xConduction. =650 14$aEffective thermal conductivity. =650 24$aTwo-phase material. =650 24$aEpoxy-granite. =650 24$aSteady-state method. =650 24$aTPS method. =700 1\$aMohanram, P. V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120216.htm =LDR 03558nab a2200601 i 4500 =001 JTE20120287 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120287$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120287$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH4815 =082 04$a690/.837$223 =100 1\$aWang, Jieying,$eauthor. =245 10$aMonitoring of Vertical Movement in a Four-Story Wood-Frame Building in Coastal British Columbia /$cJieying Wang, Chun Ni, Gamal Mustapha. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aVertical movement and lumber moisture content (MC) were monitored during the construction of a four-story wood frame residential building in the winter of 2010-2011 in coastal British Columbia, Canada. The work was part of a long-term study to assemble field performance information and validate movement prediction methods to assist in the design of five- and six-story wood frame buildings. The MC readings of dimensional lumber generally remained around 20 % on average before the building was completely protected from rain with its roof and wall sheathing membrane under rainy construction conditions. With the data collection started when the roof sheathing was installed and continued into occupancy of the building, the vertical movement was found to occur during the process of wood drying and the installation of non-structural elements such as drywall and cladding etc., which increased the local loads. The total movement amount, contributed by wood shrinkage, gap closure (settlement), and other factors, reached about 34 mm at an exterior wall, 43 mm at an interior hallway shear wall, and 45 mm at an interior partition wall, after a total monitoring period of 17 months. These values were fairly comparable to the values predicted from wood shrinkage alone for this building. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aCompression. =650 \0$aWood shrinkage. =650 \0$aMoisture content. =650 \0$aVertical movement. =650 \0$aBuilding settlement. =650 \0$aDwellings$xRemodeling$xAmateurs' manuals. =650 \0$aHouse construction$xWood frame. =650 \0$aBuilding$xDetails. =650 14$aPlatform wood frame construction. =650 24$aVertical movement. =650 24$aWood shrinkage. =650 24$aMoisture content. =650 24$aBuilding settlement. =650 24$aCompression. =650 24$aCreep. =700 1\$aNi, Chun,$eauthor. =700 1\$aMustapha, Gamal,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120287.htm =LDR 02642nab a2200541 i 4500 =001 JTE20120209 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120209$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120209$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA401.A3 =082 04$a353.9/970973$223 =100 1\$aAslam, Muhammad,$eauthor. =245 10$aTwo-Stage Group Acceptance Sampling Plan for Burr Type X Percentiles /$cMuhammad Aslam, Muhammad Azam, Y. L. Lio, Chi-Hyuck June =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aA two-stage group acceptance sampling plan for the percentile of lifetimes which have the Burr type X distribution is discussed under the time truncated life test. The sampling plan parameters for the two-stage sampling plan are determined such that the producer's risk and consumer's risk are satisfied simultaneously for the given tester size and experiment time. The advantage of the proposed two-stage sampling plan over the single-stage sampling plan is also discussed. Useful tables are given for practical purpose. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLife test. =650 \0$aBurr type X distribution. =650 \0$aGroup acceptance sampling. =650 \0$aDrug Approval. =650 \0$aDecision Making. =650 \0$aUnited States Government Agencies. =650 14$aGroup acceptance sampling. =650 24$aBurr type X distribution. =650 24$aProducer and consumer risks. =650 24$aLife test. =700 1\$aAzam, Muhammad,$eauthor. =700 1\$aLio, Y. L.,$eauthor. =700 1\$aJun, Chi-Hyuck,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120209.htm =LDR 03011nab a2200493 i 4500 =001 JTE20120175 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120175$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120175$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.F53 =082 04$a624.1/7$223 =100 1\$aRathmayr, Georg B.,$eauthor. =245 10$aDevelopment of a New Testing Procedure for Performing Tensile Tests on Specimens with Sub-Millimetre Dimensions /$cGeorg B. Rathmayr, Andrea Bachmaier, Reinhard Pippan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b42 =520 3\$aA new method to conduct tensile tests with specimens ranging from a few millimetres down to 100 ?m is presented. The tensile specimens are fabricated using a newly developed water-cooled circular grinding process that guarantees a high-accuracy geometry by keeping the fabrication-related material change to a minimum. Furthermore, the grinding tool is equipped with a mechanical polishing unit to make well-polished surfaces. Besides the specimen fabrication, the test setup is modified to allow a specimen related displacement measurement. This image-based system does not require any additional specimen markings and enables the evaluation of true stress, true strain, and the reduction in area. The whole method is successfully demonstrated for different types of metals ranging from ductile nickel to very brittle tungsten. In addition to the quality of the tensile test in this specimen size range, another advantage is the enormous reduced time for specimen fabrication and testing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTensile test setup. =650 \0$aUniaxial tensile test. =650 \0$aFlexible structures. =650 14$aUniaxial tensile test. =650 24$aTensile specimen fabrication. =650 24$aTensile test setup. =650 24$aSevere plastic deformation. =700 1\$aBachmaier, Andrea,$eauthor. =700 1\$aPippan, Reinhard,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120175.htm =LDR 02799nab a2200529 i 4500 =001 JTE20120305 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120305$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120305$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA221 =082 04$a511/.4$223 =100 1\$aDaum, Matthew,$eauthor. =245 10$aApplication of the Stress-Energy Method for Generating Corrugated Board Cushion Curves /$cMatthew Daum, Duncan Darby, Gregory Batt, Lisi Campbell. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aCushion curves are an important tool used for designing foam cushions, but no commercially available curves exist for corrugated board, despite its growing popularity as a cushioning material. This paper summarizes the theory and recent work applying the stress-energy method and different curve fit models to corrugated board for generating cushion curves. This paper also compares stress-energy predicted deceleration values to actual ASTM D1596 deceleration values as a method of determining whether the stress-energy method is a viable alternative for generating cushion curves for corrugated board. The results of this study suggest that the stress-energy method should not yet be recommended for generating cushion curves for corrugated board. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCushion curve. =650 \0$aStress-energy. =650 \0$aCorrugated board. =650 \0$aApproximation theory. =650 \0$aCurves$xComputer simulation. =650 14$aStress-energy. =650 24$aCorrugated board. =650 24$aCushion curve. =650 24$aASTM D1596. =700 1\$aDarby, Duncan,$eauthor. =700 1\$aBatt, Gregory,$eauthor. =700 1\$aCampbell, Lisi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120305.htm =LDR 03767nab a2200553 i 4500 =001 JTE20120002 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120002$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120002$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTF250 =082 04$a625.14$223 =100 1\$aChen, Yu.,$eauthor. =245 10$aDevelopment of a Composite Specimen Interface Cracking (CSIC) Test for Top-Down Cracking /$cYu. Chen, Gabriele Tebaldi, Reynaldo Roque, George Lopp. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aPavement top-down cracking performance not only depends on pavement layer material characteristics, but also on layer interface conditions. Interface conditions involve both the shear resistance along the interface and the cracking resistance across the interface provided by the interface bonding agents. Regarding hot-mix asphalt (HMA), currently available tests are mainly focused on pavement layer material properties. When thick polymer modified asphalt emulsion (PMAE) was applied at the interface between an open-graded friction course (OGFC) and a dense graded structural layer, a bonded interface was formed by the migration of PMAE up into the OGFC air voids. Shear strength tests, which can well characterize the adhesive film effect of interface bonding agents, cannot fully capture the effect of bonded interface on pavement cracking performance. To simulate the crack initiation and propagation process and evaluate the effect of bonded interface conditions on top-down cracking performance, a composite specimen interface cracking (CSIC) test was developed. The developed system involves repeated tensile loading and monitoring of the rate of damage development (reduction in stiffness) on composite specimens specifically designed for this purpose. Number of loading cycles to failure and damage rate results from the proposed test on three different interface conditions clearly indicate that this test method can be used to optimize bonding agents and application rates for enhanced cracking performance. This method may also provide a suitable specification test for evaluation of interface conditions on reflective cracking performance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture. =650 \0$aInterface. =650 \0$aAsphalt pavement. =650 \0$aTop-down cracking. =650 \0$aComposite specimen. =650 \0$aRailroad tracks$xFoundations. =650 14$aInterface. =650 24$aComposite specimen. =650 24$aAsphalt pavement. =650 24$aTop-down cracking. =650 24$aFracture. =700 1\$aTebaldi, Gabriele,$eauthor. =700 1\$aRoque, Reynaldo,$eauthor. =700 1\$aLopp, George,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120002.htm =LDR 03724nab a2200577 i 4500 =001 JTE20120214 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120214$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120214$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.5 =082 04$a624/.1513$223 =100 1\$aKongkitkul, Warat,$eauthor. =245 10$aEvaluation of Guy Anchorage Strength in Clay for Transmission Tower /$cWarat Kongkitkul, Sorawut Srisakorn, Thitapan Chantachot, Sompote Youwai, Pornkasem Jongpradist, Chaloempon Bunjongruksa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aDue to the growth of the economy in Thailand, the electricity transmission system must be regularly maintained so that electricity is effectively and safely distributed for uses in daily life and industries. Natural disasters often cause damage to transmission towers. In addition, some damage has occurred due to vandalisms and soil excavations near transmission towers. Foundation scouring and tilting typically occur at transmission towers. In practice, repair of damage to a transmission tower typically begins with transferring the foundation pressure of the damaged tower to other firm foundation soil using a guy fixed to a guy anchor. The transmission tower is then restored to its original condition. In this study, a series of field anchorage strength tests were performed in the Bangkok metropolitan region which is well-known for its very soft to soft clay deposits. Additionally, Kunzelstab penetration tests were performed to evaluate the undrained shear strengths of the clay with depth at the test locations. The measured ultimate anchorage strengths were then compared with values estimated theoretically on the basis of measured undrained shear strengths. The measured values were found to be approximately 70 % of the theoretical values. This was probably due to the clay disturbance caused by anchor installation. Based on this fact, the ultimate anchorage strengths were then estimated for other clay conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGuy anchor. =650 \0$aField testing. =650 \0$aAnchorage strength. =650 \0$aTransmission tower. =650 \0$aPenetrometers. =650 \0$aSoil penetration test. =650 14$aGuy anchor. =650 24$aAnchorage strength. =650 24$aTransmission tower. =650 24$aField testing. =650 24$aKunzelstab penetration test. =700 1\$aSrisakorn, Sorawut,$eauthor. =700 1\$aChantachot, Thitapan,$eauthor. =700 1\$aYouwai, Sompote,$eauthor. =700 1\$aJongpradist, Pornkasem,$eauthor. =700 1\$aBunjongruksa, Chaloempon,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120214.htm =LDR 02821nab a2200565 i 4500 =001 JTE20120227 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120227$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120227$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH205.2 =082 04$a570.28/2$223 =100 1\$aZhang, Lin,$eauthor. =245 10$aDetermination of Dry Rubber Content in Natural Rubber Latex Based on Wavelet-Domain Fluorescence Image /$cLin Zhang, Zhimin Zhao, Yuyu Ji, Lei Ji. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aA new method for determining the dry rubber content in natural rubber latex based on wavelet-domain fluorescence imaging is explained in this paper. A set of wavelet moment invariants, which are selected automatically based on the discrimination measures defined for the invariant features, are calculated and used to realize the quantitative analysis. Calibration is realized by calculating the standard template vectors of 31 classes of samples. According to the method of minimum distance classification and template matching, the dry rubber content of a tested sample can be determined. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDry rubber content. =650 \0$aFluorescence imaging. =650 \0$aNatural rubber latex. =650 \0$aWavelet moment invariant. =650 \0$aFluorescence microscopy. =650 \0$aImaging, Three-Dimensional. =650 \0$aMicroscopy, Fluorescence, Multiphoton. =650 14$aNatural rubber latex. =650 24$aDry rubber content. =650 24$aFluorescence imaging. =650 24$aWavelet moment invariant. =650 24$aMinimum distance classification. =700 1\$aZhao, Zhimin,$eauthor. =700 1\$aJi, Yuyu,$eauthor. =700 1\$aJi, Lei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120227.htm =LDR 02693nab a2200445 i 4500 =001 JTE20120113 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120113$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120113$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC793.3.G38 =082 04$a530.14/35$223 =100 1\$aWang, Fu-Kwun,$eauthor. =245 13$aAn Assessment of Gauge Repeatability and Reproducibility with Multiple Characteristics /$cFu-Kwun Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aMeasurement system analysis plays an important role of many continuous improvement initiatives in the manufacturing industry. Measurement systems are commonly evaluated by performing a gauge repeatability and reproducibility (GRR) study. In some circumstances, manufacturing tests in a GRR study may have multiple characteristics with a multivariate normal distribution. To determine the preferred method for a GRR analysis, multivariate analysis of variance (MANOVA) and principal component analysis (PCA) are applied to data taken from two real cases. Three performance measures [precision to tolerance ratio (PTRM), the percentage of repeatability and reproducibility (%RRM), and signal-to-noise ratio (SNRM)] are used to evaluate the adequacy of the measurement process. The results show that the MANOVA method is suitable for a GRR study with multiple characteristics. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEquations of motion. =650 \0$aGaugefields (Physics) =650 14$aGauge repeatability and reproducibility. =650 24$aMultivariate analysis of variance. =650 24$aPrincipal component analysis. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120113.htm =LDR 03647nab a2200553 i 4500 =001 JTE20120188 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120188$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120188$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a620.1/127$223 =100 1\$aTseng, Po-Yen,$eauthor. =245 12$aA Study of Total Focusing Method for Ultrasonic Nondestructive Testing /$cPo-Yen Tseng, Young-Fo Chang, Chao-Ming Lin, Wei-Jen Nien, Chih-Hsiung Chang, Chih-Chung Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aCommercial ultrasonic phased array (PA) systems can perform multiple inspections in real-time using array transducers. This approach involves firing array elements in a particular sequence to produce high-resolution images at a high frame rate with excellent signal-to-noise ratio (SNR). Unfortunately, PA systems are complex and expensive. This study proposes a simpler, cheaper, non-real-time ultrasonic array system incorporating the total focusing method (TFM), and the performance of the proposed system is compared with that of a commercial PA system. Studying results shows that both systems have similar apparent axial resolution, but the apparent lateral resolution of the proposed system is far better than the L-scan but falls short in S-scan of a commercial PA system under a quiet testing environment. Moreover, the array performance indicator (API) values of TFM are lower than those of S-scan and L-scan, and the TFM has the highest SNR than the other methods. These results show that the performance of TFM array system is better than the commercial PA system, except for time consumption when switching the channels. Automatically switching the source and receiver channels could further the development of inexpensive, high-performance TFM arrays for ultrasonic nondestructive testing (NDT). It is anticipated that rapid advancements in electronic components, computer science, and digital signal processing will lead to improvements in near-real-time TFM array systems. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPhased array. =650 \0$aDelay and sum. =650 \0$aTotal focusing method. =650 \0$aQuality control. =650 \0$aEngineering inspection. =650 14$aNDT. =650 24$aPhased array. =650 24$aTotal focusing method. =650 24$aDelay and sum. =700 1\$aChang, Young-Fo,$eauthor. =700 1\$aLin, Chao-Ming,$eauthor. =700 1\$aNien, Wei-Jen,$eauthor. =700 1\$aChang, Chih-Hsiung,$eauthor. =700 1\$aHuang, Chih-Chung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120188.htm =LDR 03195nab a2200553 i 4500 =001 JTE20120044 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120044$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120044$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a639.9/7573$223 =100 1\$aLi, Peilong,$eauthor. =245 10$aEffect of Temperature and Frequency on Visco-Elastic Dynamic Response of Asphalt Mixture /$cPeilong Li, Zhan Ding, Zhengqi Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aAsphalt mixture is a typical visco-elastic material whose dynamic response has a strong relationship to the test conditions of temperature and loading frequency. To study the dynamic response of asphalt mixture, simple performance test (SPTs) were conducted on three asphalt mixtures for different gradations and binders. The effect of test temperature and loading frequency on dynamic modulus (E*) and phase angle (?) of asphalt mixtures are investigated. On the basis of discussing the shift factors of dynamic modulus and phase angle, a master curve is obtained. The results indicate the dynamic modulus of asphalt mixtures decreases with either an increase in temperature or a decrease in loading frequency, and the relative shift with decreasing load frequencies becomes less and less. The peak temperature of the phase angle for different loading frequencies is not the same. The dynamic modulus master curve and shift factor can reflect the effect of loading frequency and temperature on material properties, as well as describe fully the visco-elastic properties of asphalt mixture. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPhase angle. =650 \0$aMaster curve. =650 \0$aAsphalt mixture. =650 \0$aDynamic modulus. =650 \0$aLight pollution. =650 \0$aPhototropism in animals. =650 \0$aInsects$xEffect of light on. =650 14$aAsphalt mixture. =650 24$aVisco-elastic dynamic response. =650 24$aDynamic modulus. =650 24$aPhase angle. =650 24$aMaster curve. =700 1\$aDing, Zhan,$eauthor. =700 1\$aZhang, Zhengqi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120044.htm =LDR 02813nab a2200481 i 4500 =001 JTE20120023 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120023$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120023$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQB858.7 =082 04$a523.1/12$223 =100 1\$aYang, Mu-Hoe,$eauthor. =245 13$aAn Evaluation of the Non-Isothermal and Isothermal Pyrolysis of Polyether Sulfone in Thermogravimetric Analysis /$cMu-Hoe Yang, Yeuh-Hui Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThe thermal degradation behavior of polyether sulfone was examined using a dynamic heating program thermogravimetry analyzer under nitrogen atmosphere. The kinetic model of thermal degradation for the polyether sulfone was evaluated by using the kinetic parameters from dynamic thermogravimetric data. A discussion of the applicability of the model is presented using the four consecutive reactions analytical method. The model proposed correlates the thermograms obtained at thermogravimetric and differential thermogravimetric data with the same set of kinetic parameters. The degrees of decomposition for various components of polyether sulfone under dynamic conditions were simultaneously predicted via mathematical simulation. Moreover, the isothermal condition and the degree of decomposition were also predicted for various temperature conditions of the thermal degradation of polyether sulfone. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aThermogravimetry. =650 \0$aPolyether sulfone. =650 \0$aThermal degradation. =650 \0$aGalaxies$xClusters. =650 14$aThermal degradation. =650 24$aPolyether sulfone. =650 24$aThermogravimetry. =700 1\$aLin, Yeuh-Hui,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120023.htm =LDR 02729nab a2200577 i 4500 =001 JTE20120230 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120230$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120230$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL671.9 =082 04$a629.134/6$223 =100 1\$aMak, Jonathan,$eauthor. =245 12$aA Solution for Estimating the Tensile Yield Strength From Small Specimens /$cJonathan Mak, Tao Wei, Richard Wuhrer, Wing Yeung, Greg Heness, Zhang Di. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThe small punch test is an innovative test that utilises small disc-shaped specimens to assess the mechanical behaviour of materials. The main advantage is the relatively small specimen size. In this article, a modified analytical solution for the small punch maximum bend strength is proposed that is based on classical plate theory. A clear linear relationship is observed between the tensile yield strength ?YS and the small punch maximum bend strength ?y for both alloys and metal matrix composites. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aYield strength. =650 \0$aSmall punch test. =650 \0$aMetal matrix composite. =650 \0$aEquivalent contact radius. =650 \0$aAdhesives. =650 \0$aMetal bonding. =650 \0$aComposite materials$xBonding. =650 14$aSmall punch test. =650 24$aMetal matrix composite. =650 24$aYield strength. =650 24$aEquivalent contact radius. =700 1\$aWei, Tao,$eauthor. =700 1\$aWuhrer, Richard,$eauthor. =700 1\$aYeung, Wing,$eauthor. =700 1\$aHeness, Greg,$eauthor. =700 1\$aDi, Zhang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120230.htm =LDR 03875nab a2200553 i 4500 =001 JTE20120122 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120122$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120122$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aWu, Zhong,$eauthor. =245 10$aEvaluating Frictional Characteristics of Typical Wearing Course Mixtures in Louisiana /$cZhong Wu, Xiaoming Yang, Vivek Lal Das, Louay N. Mohammad. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aIn this study, the frictional characteristics of a number of Louisiana wearing course mixtures were evaluated through a suite of laboratory tests. Aggregates of different levels of micro-textures were used in the mix design. Asphalt concrete slab samples were prepared using a kneading compactor and were accelerated polished using a three-wheel polishing device developed by the National Center of Asphalt Technology for simulating the traffic-polishing effect on the surface texture of the pavement. After different numbers of polishing cycles, the frictional characteristics of asphalt concrete slabs were evaluated using a dynamic friction tester (DFT) and a circular texture meter (CTM). A comprehensive statistical analysis was conducted to investigate the effects of aggregate type and mix type on the frictional characteristics of the asphalt concrete mixtures. The international friction index F(60) values (calculated from the DFT and the CTM test results) were used to characterize the overall frictional performance of the asphalt concrete mixtures considered. The experimental results showed that aggregates with higher levels of micro-texture generally performed significantly better than those with lower levels of micro-texture in the DFT test. The open grade friction course and stone matrix asphalt showed better macro-textures than the Superpave mixtures in the CTM tests. A statistical grouping based on the terminal F(60) values of different mixtures showed that it is possible to achieve the same level of F(60) using different combinations of mix and aggregate types. This study demonstrates that blending low- and high-friction aggregates together can possibly produce an asphalt mixture with adequate field skid resistance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMacro-texture. =650 \0$aMicro-texture. =650 \0$aWearing course. =650 \0$aAsphalt concrete. =650 \0$aFriction resistance. =650 \0$aPavements,Asphaltconcrete. =650 14$aWearing course. =650 24$aAsphalt concrete. =650 24$aFriction resistance. =650 24$aMicro-texture. =650 24$aMacro-texture. =700 1\$aYang, Xiaoming,$eauthor. =700 1\$aLal Das, Vivek,$eauthor. =700 1\$aMohammad, Louay N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120122.htm =LDR 03010nab a2200505 i 4500 =001 JTE20120112 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120112$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120112$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD70 =082 04$a658.812$223 =100 1\$aPearn, W. L.,$eauthor. =245 10$aSupplier Selection for Processes with Multiple Characteristics Based on Testing Capability Index Cpk /$cW. L. Pearn, C. H. Wu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aSupplier selection is the problem which deals with comparing two processes and selecting a better one that has a higher process capability. In this article, the generalization CTpk index is employed to deal with this problem. The generalization CTpk index measures the overall yield for the processes with multiple independent quality characteristics. Based on the generalization CTpk index, a hypothesis testing with two phases is developed to determine whether or not new supplier is better. It allows one to select the supplier with better quality. A test statistic by division method and its corresponding sampling distribution are derived. For various process minimum requirements, magnitudes of the difference between the two processes, unequal sample sizes of two processes, and ?-risk, the critical values of the tests are tabulated. An application example is presented to illustrate the practicality of the proposed approach. Practitioners can use the proposed method to make reliable decisions in supplier selection problem. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCritical value. =650 \0$aMultiple characteristics. =650 \0$aGeneralization CTpk index. =650 \0$aBusiness logistics. =650 \0$aEconomics. =650 \0$aGovernment purchasing. =650 14$aCritical value. =650 24$aGeneralization CTpk index. =650 24$aMultiple characteristics. =700 1\$aWu, C. H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120112.htm =LDR 02844nab a2200601 i 4500 =001 JTE12656J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12656J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12656J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA462 =082 04$a620.1/126$223 =100 1\$aTang, T.,$eauthor. =245 10$aEffects of Load-Distributed Width on Split Tension of Unnotched and Notched Cylindrical Specimens /$cT. Tang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aUnnotched and notched cylinders in split tension are analyzed. The load-distributed width has been shown to affect the stress and displacement distributions. Based on finite element analysis, linear elastic fracture mechanics (LEFM) formulas for the stress intensity factor KI, crack mouth opening displacement (CMOD), and the crack opening displacement (COD) profile for the split tension of notched cylinders are first provided in terms of load-distributed width as well as load magnitude, specimen size, and notch length. A formula expressing the effect of load-distributed width on maximum tensile stress in an unnotched cylinder is also provided. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack. =650 \0$aStress. =650 \0$aDisplacement. =650 \0$aSplit tension. =650 \0$aTensile strength. =650 \0$aFracture mechanics. =650 \0$aStress intensity factor. =650 \0$aStress corrosion$xTesting$xCongresses. =650 \0$aAlloys$xFatigue$xTesting$xCongresses. =650 14$aCrack. =650 24$aDisplacement. =650 24$aFinite element analysis (FEA) =650 24$aFracture mechanics. =650 24$aLoad. =650 24$aSplit tension. =650 24$aStress. =650 24$aStress intensity factor. =650 24$aTensile strength. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12656J.htm =LDR 02990nab a2200565 i 4500 =001 JTE12660J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12660J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12660J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR857.M3 =082 04$a610.28$223 =100 1\$aSvenson, AL.,$eauthor. =245 10$aData Analysis Techniques for Impact Tests of Composite Materials /$cAL. Svenson, MW. Hargrave, LC. Bank, BS. Ye. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThis paper discusses data analysis techniques for instrumented impact tests conducted on glass fiber composite materials. For this study, a drop weight tower has been instrumented with an accelerometer and computer data acquisition system. From the acceleration data obtained, load, energy, velocity, and displacement are calculated in a spreadsheet environment. The resulting data from multiple tests for each material type considered are then averaged producing average plots. The standard deviation is also calculated and plotted for the load data. These curves are then used to characterize the impact behavior of the material. Also introduced is a procedure by which results are normalized by all geometric parameters present in the impact test. This method provides for comparison of test data from three-point bend impact tests having differing geometric parameters. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNormalization. =650 \0$aImpact testing. =650 \0$aEnergy absorption. =650 \0$aComposite materials. =650 \0$aBiocompatibleMaterials. =650 \0$aPolymers. =650 \0$aBiomedical Technology. =650 14$aImpact testing. =650 24$aComposite materials. =650 24$aEnergy absorption. =650 24$aGlass fiber reinforced plastics. =650 24$aNormalization. =700 1\$aHargrave, MW.,$eauthor. =700 1\$aBank, LC.,$eauthor. =700 1\$aYe, BS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12660J.htm =LDR 02582nab a2200589 i 4500 =001 JTE12664J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12664J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12664J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS228.95 =082 04$a671.52$223 =100 1\$aMartínez, JA.,$eauthor. =245 10$aMechanical Study of a Hypoeutectoid Steel Weld /$cJA. Martínez, HP. Kugler, S. Merino, H. Drude, AJ. Criado. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA comparative study was made of the mechanical behavior of the different zones in a welded joint of hypoeutectoid steel, using the uniaxial tension test supported by other conventional techniques. Applying the optoelectronic method to recording and analyzing the results of a tension test gives the distribution of the deformations produced in a test-piece and shows the plastic properties of each zone in one sole experiment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aWelding. =650 \0$aData evaluation. =650 \0$aTension testing. =650 \0$aMechanical properties. =650 \0$aLaser welding. =650 \0$aStainless steel$xWelding. =650 \0$aStainless steel$xFracture. =650 14$aTension testing. =650 24$aData evaluation. =650 24$aMechanical properties. =650 24$aWelding. =650 24$aSteels. =700 1\$aKugler, HP.,$eauthor. =700 1\$aMerino, S.,$eauthor. =700 1\$aDrude, H.,$eauthor. =700 1\$aCriado, AJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12664J.htm =LDR 02940nab a2200553 i 4500 =001 JTE12658J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12658J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12658J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA1242.P58 =082 04$a615.9/51$223 =100 1\$aPecorini, TJ.,$eauthor. =245 14$aThe Influence of Testing Methodology on the Fatigue Crack Propagation Behavior of Cellulose Esters /$cTJ. Pecorini, EJ. Moskala. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aIn the fatigue crack propagation behavior of cellulose esters, a crazing mechanism controls growth at low stress intensity (?K) levels while a plane-strain-shear yielding mechanism becomes dominant at higher ?K values. The growth rate associated with the transition between these two mechanisms has been found to be a function of the material's yield strength. Most recent data have shown that the onset of this transition is also related to the test methodology. Constant-load-amplitude, K-increasing tests produce the most conservative (highest fatigue rate) values for the transition, whereas with decreasing stress intensity tests, the transition occurs at much lower growth rate values. It is important to note, however, that test methodology does not affect the relation between crack growth rate and ?K when growth is dominated by only a single mechanism. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrazing. =650 \0$aFatigue. =650 \0$aK-gradient. =650 \0$aK-decreasing. =650 \0$aShear yielding. =650 \0$aPhthalate esters$xToxicology. =650 \0$aPhthalate esters$xEnvironmental aspects. =650 14$aFatigue. =650 24$aK-gradient. =650 24$aK-decreasing. =650 24$aCellulose-acetate-propionate (CAP) =650 24$aCrazing. =650 24$aShear yielding. =700 1\$aMoskala, EJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12658J.htm =LDR 02227nab a2200541 i 4500 =001 JTE12669J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12669J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12669J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL521.3 =082 04$a629.47$223 =100 1\$aBudinski, KG.,$eauthor. =245 10$aScoring of Precision Spur Gears /$cKG. Budinski. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aA group of manufacturing machines employed precision spur gears as the timing mechanism for machine operations. These machines had worked successfully for about ten years with little or no problems with gear wear or deterioration. When new machines were brought on line with recently made gears there were immediate problems with gear tooth scoring. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGears. =650 \0$aGalling. =650 \0$aScoring. =650 \0$aScuffing. =650 \0$aGear wear. =650 \0$aGearing, Spur. =650 \0$aGearing, Spur$xTesting. =650 \0$aHardness$xTesting. =650 14$aGears. =650 24$aGear wear. =650 24$aScoring. =650 24$aScuffing. =650 24$aGalling. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12669J.htm =LDR 03033nab a2200649 i 4500 =001 JTE12659J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12659J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12659J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a620.136$223 =100 1\$aHarvey, J.,$eauthor. =245 13$aAn Evaluation of Several Techniques for Measuring Air-void Content in Asphalt Concrete Specimens /$cJ. Harvey, T. Mills, C. Scheffy, J. Sousa, CL. Monismith. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aPrecise and accurate measurement of air-void content is critical to the evaluation of asphalt-aggregate mix specimens taken in the field or compacted in the laboratory. It is an integral part of the performance-based testing and analysis methods developed by the Strategic Highway Research Program Contract A-003A (SHRP A-003A). Standard methods for drying specimens after coring and/or cutting from a larger compacted mass, and for measuring bulk specific gravity present problems for testing of the same specimen using equipment developed by SHRP A-003A, or whenever the specimen must be fixed to the testing equipment by means of an adhesive. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue beam. =650 \0$aParaffin wax. =650 \0$aAir-void content. =650 \0$aAsphalt-concrete. =650 \0$aSimple shear test. =650 \0$aSpecimen preparation. =650 \0$aBulk specific gravity. =650 \0$aConcrete$xTesting. =650 \0$aFreeze thaw tests. =650 \0$aConcrete tests. =650 \0$aAir content. =650 14$aAsphalt-concrete. =650 24$aAir-void content. =650 24$aSpecimen preparation. =650 24$aSimple shear test. =650 24$aFatigue beam. =650 24$aParaffin wax. =650 24$aBulk specific gravity. =700 1\$aMills, T.,$eauthor. =700 1\$aScheffy, C.,$eauthor. =700 1\$aSousa, J.,$eauthor. =700 1\$aMonismith, CL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12659J.htm =LDR 01875nab a2200421 i 4500 =001 JTE12672J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12672J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12672J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a620.1/127$223 =100 1\$aDeNale, R.,$eauthor. =245 10$aNondestructive Testing Techniques /$cR. DeNale. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis book represents a distillation of a multivolume document produced by Northrop Services, Inc. for the U.S. Army Missile Command. As such, the book is broad in scope, aimed at application-oriented personnel, and geared towards flaw detection. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNondestructive testing. =650 \0$aQuality control. =650 \0$aEngineering inspection. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12672J.htm =LDR 02289nab a2200421 i 4500 =001 JTE12671J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12671J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12671J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP968 =082 04$a620.199$223 =100 1\$aBajere, PA.,$eauthor. =245 10$aHandbook of Adhesive Bonded Structural Repair /$cPA. Bajere. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis handbook is written by two material and manufacturing process engineers with over 60 years of combined experience in government. The purpose of the book is to: (1) provide a standard method for repairing adhesive bonded and composite laminate structures; (2) identify suitable materials and equipment for making satisfactory repairs, and (3) discuss methods by which structures may be inspected both before and after repair. It is designed as a reference manual. The intended audience includes anyone who needs to find recommended information on materials or procedures for adhesive bonded structural repair that meets applicable safety and health standards. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStructuralengineering. =650 \0$aAdhesivebonding. =650 \0$aAdhesives. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12671J.htm =LDR 01675nab a2200409 i 4500 =001 JTE12666J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12666J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12666J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS176 =082 04$a624.1/71$223 =100 1\$aWood, FW.,$eauthor. =245 10$aIntroduction to the Symposium on Case Studies of Wear-Related Failure Analyses /$cFW. Wood. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEngineering. =650 \0$aMechanical Engineering. =650 \0$aContinuum Mechanics and Mechanics of Materials. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12666J.htm =LDR 02722nab a2200637 i 4500 =001 JTE12665J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12665J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12665J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1577 =082 04$a677.2$223 =100 1\$aAjayi, JO.,$eauthor. =245 10$aComparative Studies of Yarn and Fabric Friction /$cJO. Ajayi, HM. Elder. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aA comparison of the magnitudes of yarn-to-yarn and fabric-to-fabric friction is made. It is shown that yarn friction measured on a capstan (cylindrical) surface is significantly greater than that measured on a flat surface. The greater magnitude of the coefficient of friction in a capstan assembly is ascribed to the effects of experimental variables such as capstan radius, angle of lap, and input tension. The coefficient of friction of fabrics is also shown to be greater than that of their component yarns. Yarns with higher frictional properties yield fabrics whose frictional properties are also higher. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aYarns. =650 \0$aLinear. =650 \0$aCapstan. =650 \0$aFabrics. =650 \0$aTension. =650 \0$aFriction. =650 \0$aScouring. =650 \0$aRelaxation. =650 \0$aSpun yarns$xTesting. =650 \0$aTextile fabrics$xTesting. =650 \0$aKnitting. =650 14$aFriction. =650 24$aCapstan. =650 24$aLinear. =650 24$aFabrics. =650 24$aYarns. =650 24$aKnitting. =650 24$aTension. =650 24$aScouring. =650 24$aRelaxation. =700 1\$aElder, HM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12665J.htm =LDR 03381nab a2200625 i 4500 =001 JTE12670J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12670J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12670J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA492.W8 =082 04$a671.8/4$223 =100 1\$aSchrems, KK.,$eauthor. =245 10$aWear-Related Fatigue in a Wire Rope Failure /$cKK. Schrems. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThe fatigue failure of a nonrotating wire rope used on a skip hoist in an underground mine has been studied as part of the ongoing research by the U.S. Bureau of Mines into haulage and materials handling hazards in mines. Correlation of individual wire failures within two segments of the failed rope were used to gain an understanding of the progression of degradation leading to rope failure. Wire failures occurred predominantly at locations of wear between adjacent strands. These interstrand wear sites are identifiable by a large reduction in diameter; however, reduction in area is not responsible for the location of failure. Fractography revealed crack initiation sites to be located opposite the characteristic wear site or at other less noticeable wear sites. The primary failure mechanism of individual wires within the rope is believed to be a function of contact stress at the interstrand wear sites. Axially loading and unloading the rope produces high compressive stresses at the contact sites, which in turn produce large alternating tensile stresses on the opposite side of the wire. This mechanism has been termed "contact stress-accelerated fatigue." This mechanism and the affiliated wear pattern both are consequences of interstrand contact. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWear. =650 \0$aStress. =650 \0$aFatigue. =650 \0$aFractography. =650 \0$aLine contact. =650 \0$aPoint contact. =650 \0$aContact stress. =650 \0$aCrack initiation. =650 \0$aWire rope. =650 \0$aWire rope$xTesting. =650 \0$aWear-Related Fatigue. =650 14$aWire rope. =650 24$aWear. =650 24$aContact stress. =650 24$aFatigue. =650 24$aFractography. =650 24$aCrack initiation. =650 24$aStress. =650 24$aPoint contact. =650 24$aLine contact. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12670J.htm =LDR 03078nab a2200577 i 4500 =001 JTE12663J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12663J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12663J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC931 =082 04$a551.518$223 =100 1\$aMahendran, M.,$eauthor. =245 10$aEffect of Overload Cycles on Thin Steel Roof Claddings during Cyclonic Winds /$cM. Mahendran. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aDuring an investigation on thin steel roof claddings under simulated cyclonic wind loading, it was found that trapezoidal roof claddings behaved quite differently to corrugated (arc and tangent type) roof claddings due to the presence of overload cycles. The overload cycles caused a reduction in fatigue life for corrugated roofing whereas the reverse occurred for trapezoidal roofing. This contrasting behavior of the two crest-fixed roof claddings was investigated using small scale roofing models instead of the commonly used large scale two-span roof claddings. It was found that overload cycles formed a weaker locally dimpled mechanism around the fastener holes of corrugated roofing and thus accelerated the fatigue-caused pull-through failure. In contrast, a stronger deformed shape was formed in trapezoidal roofing which delayed the pull-through failure. Both laboratory testing and finite element analysis of small scale models were used to study the contrasting behavior of roof claddings. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aExperiments. =650 \0$aOverload cycles. =650 \0$aSmall scale models. =650 \0$aSteel roof claddings. =650 \0$aFinite element analysis. =650 \0$aTornadoes. =650 \0$aClimate. =650 \0$aWind. =650 \0$aCyclonic Storms. =650 14$aSteel roof claddings. =650 24$aSmall scale models. =650 24$aExperiments. =650 24$aFinite element analysis. =650 24$aOverload cycles. =650 24$aFatigue. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12663J.htm =LDR 02613nab a2200601 i 4500 =001 JTE12668J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12668J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12668J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.4 =082 04$a620.1/1292$223 =100 1\$aMilligan, HL.,$eauthor. =245 10$aWear Analysis of Björk Shiley Delrin Tilting Disc Heart Valves /$cHL. Milligan, BM. Johnson, PA. Engel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aProsthetic heart valves must open and close 40 million cycles annually, year in and year out, in a biochemically active and corrosive medium and without benefit of periodic maintenance. Examination of explanted Björk-Shiley Delrin Heart Valves revealed that some valves developed wear grooves in the Delrin occluder disc from contact with the inlet strut. With Delrin Heart Valve implant durations reaching 20 or more years, studies were initiated to fully analyze the wear of explanted valves. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDelrin. =650 \0$aWearrate. =650 \0$aImpact wear. =650 \0$aHeart valves. =650 \0$aWear testing. =650 \0$aWear analysis. =650 \0$aMechanical wear. =650 \0$aMachinery$xTesting. =650 \0$aMachinery. =650 \0$aTesting. =650 14$aImpact wear. =650 24$aHeart valves. =650 24$aDelrin. =650 24$aWear analysis. =650 24$aWearrate. =650 24$aWear testing. =700 1\$aJohnson, BM.,$eauthor. =700 1\$aEngel, PA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12668J.htm =LDR 02591nab a2200589 i 4500 =001 JTE12667J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12667J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12667J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGN799.T6 =082 04$a930.1028$223 =100 1\$aWood, FW.,$eauthor. =245 10$aSummary on the Role and Analysis of Wear in Failures /$cFW. Wood. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAn overview of the meaning of wear, how it occurs, its involvement in failures, and how it can be detected and evaluated is presented. Relevant definitions, surface characteristics, detrimental consequences, and techniques for investigation and analysis are reviewed. The intentions are to provide a basis for interrelating the case histories presented at the Symposium on Wear-Related Failure Analyses, and, together with the more specific case histories, to heighten the realization of the role that wear plays in many failures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWear. =650 \0$aErosion. =650 \0$aAbrasion. =650 \0$aCavitation. =650 \0$aAdhesive wear. =650 \0$aSurface damage. =650 \0$aFailure analysis. =650 \0$aTools, Prehistoric$xAnalysis. =650 \0$aMechanical wear. =650 \0$aAntiquities, Prehistoric$xAnalysis. =650 14$aFailure analysis. =650 24$aWear. =650 24$aAbrasion. =650 24$aAdhesive wear. =650 24$aErosion. =650 24$aCavitation. =650 24$aSurface damage. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12667J.htm =LDR 02589nab a2200529 i 4500 =001 JTE12662J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12662J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12662J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA492.W8 =082 04$a671.8/4$223 =100 1\$aRodak, EM.,$eauthor. =245 10$aEffects of Sample and Test Variables on Electrical Wire Insulation Flammability /$cEM. Rodak, RJ. Taylor, DB. Hirsch, LJ. Linley. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aA new test method has been adopted to evaluate the flammability of electrical wire insulation materials. In this test, wire insulation is exposed to an external ignition source while the electrical conductor is internally heated by an electric current. The repeatability of the test and the effects of wire gage and insulation thickness, internal wire temperature, and sample orientation on the wire insulation flammability were evaluated. Experimental results showed that the new test is a practical and repeatable method for evaluating flammability of wire insulation materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlammability. =650 \0$aTest methods. =650 \0$aWire insulation. =650 \0$aWire rope. =650 \0$aWire rope$xTesting. =650 14$aWire insulation. =650 24$aFlammability. =650 24$aOxygen-enriched atmospheres. =650 24$aTest methods. =700 1\$aTaylor, RJ.,$eauthor. =700 1\$aHirsch, DB.,$eauthor. =700 1\$aLinley, LJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12662J.htm =LDR 02758nab a2200565 i 4500 =001 JTE12657J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12657J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12657J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE215 =082 04$a625.7/34$223 =100 1\$aRiemslag, AC.,$eauthor. =245 10$aFatigue Testing of High-density Polyethylene and Polycarbonate with Crack Length Measurement Using Image Processing Techniques /$cAC. Riemslag. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aA new automated method of measuring fatigue cracks in polymers is discussed. The new method is based on a video signal of the crack which is analyzed with "image processing" techniques. With this technique the crack length is measured every 20 s during a fatigue test. The accuracy of one single measurement is about 0.05 mm, but this can be increased by averaging a large number of measurements. The applied automated data collection and subsequent data processing is discussed in relation to the recommendations given in ASTM E 647, Test Method for Measurement of Fatigue Crack Growth Rates. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImage processing. =650 \0$aPolyethylene (PE) =650 \0$aPolycarbonate (PC) =650 \0$aFatigue crack growth. =650 \0$aCrack length measuring. =650 \0$aCrack growth mechanisms. =650 \0$aPolyethylene. =650 \0$aHigh-densitypolyethylene. =650 \0$aFatigue Testing. =650 14$aFatigue crack growth. =650 24$aCrack length measuring. =650 24$aImage processing. =650 24$aPolyethylene (PE) =650 24$aPolycarbonate (PC) =650 24$aCrack growth mechanisms. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12657J.htm =LDR 02740nab a2200517 i 4500 =001 JTE12661J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12661J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12661J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRD73.G5 =082 04$a617$223 =100 1\$aCarey, RF.,$eauthor. =245 12$aA Differential Air Deflation Quality Assurance Test for Surgical Gloves /$cRF. Carey. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aA new quality assurance (QA) test for surgeon's gloves is described which uses a sensitive differential pressure gage to detect glove holes as small as 0.020 mm. The test can be performed quickly and without damage to the glove. Standard holes in nickel masks, ranging in diameter from 0.015 mm to 0.10 mm, were used to calibrate test sensitivity. Air pressure losses in test gloves were compared directly to air pressure in an intact glove. Holes in glove fingers and in glove palms were made with an excimer laser and also with an acupuncture needle. These gloves were then tested with this differential air deflation test and with the standard 1000 mL water fill test. The new test offers similar test sensitivity to the 1000 mL test and, in addition, offers the possibility of quantitative leak testing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGloves. =650 \0$aLeakage test. =650 \0$aAir deflation test. =650 \0$aQuality assurance (QA) =650 \0$aSurgicalgloves. =650 \0$aLatex$xadverse effects. =650 \0$aGloves, Surgical$xadverse effects. =650 14$aGloves. =650 24$aLeakage test. =650 24$aQuality assurance (QA) =650 24$aAir deflation test. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12661J.htm =LDR 02829nab a2200553 i 4500 =001 JTE104213 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104213$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104213$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.951/42$223 =100 1\$aYang, Wengai,$eauthor. =245 10$aExperimental Bend Tests to Study Mechanical Descaling of Hot-Rolled Steel Rod /$cWengai Yang, YaoHou Li, Christopher Michael Sellars. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aSimple cantilever bend testing to assess mechanical descaling of industrial hot-rolled steel rods has been developed and analysed. This test method has no contact damage to the scale, and produces a range of strains along the rod, which always include those for scale behaviour from crack initiation to complete spallation. A series of methods has been used to assess the variation of the plastic strain along the bent rods and the results have been compared with finite element modelling. Using a cyclone scanner for these measurements provides an accurate and efficient testing procedure. To compare with industrial practice, constrained bending around cylinders was also carried out. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOxide scale. =650 \0$aCantilever bend test. =650 \0$aHot-rolled steel rod. =650 \0$aMechanical descaling. =650 \0$aFerritic steel. =650 \0$aDislocations in crystals. =650 \0$aStrain hardening. =650 14$aCantilever bend test. =650 24$aHot-rolled steel rod. =650 24$aOxide scale. =650 24$aMechanical descaling. =650 24$aCritical strain measurement. =700 1\$aLi, YaoHou,$eauthor. =700 1\$aSellars, Christopher Michael,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104213.htm =LDR 03325nab a2200553 i 4500 =001 JTE104548 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104548$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104548$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aOlmi, Giorgio,$eauthor. =245 10$aLow Cycle Fatigue Experiments on Turbogenerator Steels and a New Method for Defining Confidence Bands /$cGiorgio Olmi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b37 =520 3\$aThe 26 NiCrMoV 14 5 and 18Mn18Cr steels have wide applications in the manufacturing of rotors and coil retaining rings. Current studies in the literature mainly regard their metallurgical properties, while little information is available about their cyclic and fatigue behavior. There is also little information regarding possible anisotropic behavior along the tangential and radial forming directions of the aforementioned components. The cited items were tackled by running an experimental campaign with specimens machined from real components in the tangential and radial directions. The experimental procedure was very careful from the points of view of methodology, of strain control, and of fracture evaluation. Static, cyclic, and low cycle fatigue curves were determined. The data were processed for the computation of curve parameters. While an original statistical analysis inspired by ASTM E739-10 was conducted to determine hyperbolic confidence bands "wrapped around" the entire fatigue curves, relating total strain amplitudes to lives. To tackle the question of anisotropy, a novel formulation of the analysis of variance was applied to compare the fatigue curves of both materials along the two forming directions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRotor. =650 \0$aTurbogenerator. =650 \0$aConfidence bands. =650 \0$aCoil retaining ring. =650 \0$aLow cycle fatigue (LCF) =650 \0$aElectrical and Electronic Engineering. =650 \0$aMechanical Engineering. =650 \0$aCivil Engineering. =650 14$aTurbogenerator. =650 24$aRotor. =650 24$aCoil retaining ring. =650 24$aLow cycle fatigue (LCF) =650 24$aConfidence bands. =650 24$aAnalysis of variance (ANOVA) =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104548.htm =LDR 02954nab a2200529 i 4500 =001 JTE103851 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103851$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103851$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1120.5 =082 04$a676.142$223 =100 1\$aEdvardsson, S.,$eauthor. =245 12$aA Note on Wet Paper Web Adhesion Strength /$cS. Edvardsson, P. A. Gradin, P. Isaksson, M. Gulliksson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThis work is concerned with the determination of the adhesion strength between a paper web and an adhesive surface. Edvardsson et al. [Edvardsson, S., Gradin, P., and Isaksson, P., "On Dissipative Effects of Paper Web Adhesion Strength," Int. J. Solids Struct., Volume 48(1), 2011, pp. 24-30] suggested recently a model that takes into account the energy dissipation caused by elastic-plastic deformation in the bent structure of a paper specimen. This model is further developed and investigated in the present work. A linear relation in plastic dissipation is discovered facilitating a novel analysis of the peeling tension and a more convenient determination of the proper adhesion strength. Industrial relevant examples are made with wet newsprint and kraft stock. A straightforward experimental procedure for determining the consistent adhesion strength is suggested. It is found that the agreement between the model and the experimental observations is good. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPaper web. =650 \0$aPeeling test. =650 \0$aAdhesion strength. =650 \0$aAdhesion. =650 \0$aContamination (Technology) =650 \0$aWaste paper$xRecycling. =650 14$aAdhesion strength. =650 24$aPaper web. =650 24$aPeeling test. =700 1\$aGradin, P. A.,$eauthor. =700 1\$aIsaksson, P.,$eauthor. =700 1\$aGulliksson, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103851.htm =LDR 03221nab a2200517 i 4500 =001 JTE104305 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104305$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104305$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710 =082 04$a624.1/51363$223 =100 1\$aJie, Yu-xin,$eauthor. =245 12$aA New Method for Numerical Analysis of Reinforced Soil /$cYu-xin Jie, Bin Zhang, Guang-xin Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b47 =520 3\$aThere are two general approaches to the analysis of reinforced soil. One is to deal with the soil and the reinforcement separately, assuming that they interact with each other through friction on the interface between them. The other is to consider the reinforced soil as an anisotropic homogeneous composite, such that the forces of interaction between soil and reinforcement material become internal, something that does not appear in calculations of the stress and deformation of the composite. In this paper, a new method is proposed for the analysis of reinforced soil. The basic principle of this method is that only the soil skeleton is taken into account, while the reinforcing effect is considered as an equivalent additional stress acting on the soil skeleton in the direction of the reinforcement bedding. The existing constitutive model for soil can be directly used in this method without having to formulate new models. The procedures involved in the determination of the equivalent additional stress and other relevant parameters are also presented in the paper. Examples show that the new method can reasonably describe the stress-strain relationship of fiber-reinforced soil and soil structures reinforced with layers of reinforcement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGeosynthetics. =650 \0$aReinforced soil. =650 \0$aSols$xStabilisation. =650 \0$aReinforced soils. =650 \0$aSoil stabilization. =650 14$aReinforced soil. =650 24$aGeosynthetics. =650 24$aFinite element method (FEM) =650 24$aStress-strain relationship. =700 1\$aZhang, Bin,$eauthor. =700 1\$aLi, Guang-xin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104305.htm =LDR 02704nab a2200505 i 4500 =001 JTE104297 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104297$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104297$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC688 =082 04$a621.366$223 =100 1\$aWang, F. K.,$eauthor. =245 12$aA Gauge Study for Dynamic Light Scattering and Differential Mobility Analyzer Instruments /$cF. K. Wang, H. L. Chern, T. C. Yu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aThis paper presents the performance of dynamic light scattering (DLS) and differential mobility analyzer (DMA) instruments in measuring nanoparticle size data using a gauge repeatability and reproducibility (GR&R) study based on the mixed model. The adequacy of the measurement process was evaluated using a measure of %GR&R with its confidence interval. The results show that the performance of the DMA instrument is superior to that of the DLS with regard to all variance components of a GR&R study. However, both instruments performed poorly in terms of %GR&R. Therefore, the part and measurement system require further improvement. Using these empirical study applications, this research promotes and maintains measurement quality through procedure analysis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMixed model. =650 \0$aNanoparticles. =650 \0$aLasers. =650 \0$aLight$xScattering. =650 \0$aNonlinear optics. =650 14$aNanoparticles. =650 24$aMixed model. =650 24$aGauge repeatability and reproducibility. =700 1\$aChern, H. L.,$eauthor. =700 1\$aYu, T. C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104297.htm =LDR 04422nab a2200637 i 4500 =001 JTE104226 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104226$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104226$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC20.7.F56 =082 04$a620.1/1230151825$223 =100 1\$aMatusevich, Ariel E.,$eauthor. =245 10$aComputation of Tensile Strain-Hardening Exponents through the Power-Law Relationship /$cAriel E. Matusevich, Julio C. Massa, Reinaldo A. Mancini. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aMany metals flow in the region of uniform plastic deformation following a power-law relationship, which states that true stress is proportional to true-plastic strain raised to the power n. The exponent n, known as the tensile strain-hardening exponent, can be determined from a tension test through appropriate transformations of stress-strain data and least-squares fitting of a straight line. Procedures for the computation of n have been standardized by ASTM International and ISO. Current ASTM and ISO standards differ, most notably, in the type of strain used in calculations. The ASTM procedure permits the use of true strain (true-elastic strain plus true-plastic strain), when true-elastic strain represents less than 10 % of total strain. On the other hand, the ISO version stipulates the subtraction of true-elastic strain from true strain, using a formula whose derivation is not publicly available. In this work, we revisit the expressions that enable the transformation of engineering stress-strain data to true-stress and true-plastic-strain values. Using eight tension-test curves from several materials, obtained through ASCII files publicly available at the website of the National Physical Laboratory of the United Kingdom, we compare n-values obtained via three definitions of strain: (i) true strain, (ii) conventional definition of true-plastic strain, and (iii) true-plastic strain according to the ISO formula. In addition, we investigate the dependency of the results on the strain range over which n-values are calculated. To evaluate strain-range dependency, which arises when metals do not closely follow the power-law relationship, we analyze the effect of strain intervals of increasing length and study the variation of n-values when the range of interest is divided into subintervals. To improve the approximation given by the power-law relationship over the region under analysis, we propose an alternative formulation in which the strength coefficient and the strain-hardening exponent are functions of true-plastic strain. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHollomon. =650 \0$aN-values. =650 \0$aISO 10 275. =650 \0$aTrue strain. =650 \0$aTrue stress. =650 \0$aSheet formability. =650 \0$aMetallic materials. =650 \0$aDeformations (Mechanics)$xMathematical models. =650 \0$aFinite element method. =650 \0$aStress-strain curves. =650 14$aTensile strain-hardening exponent. =650 24$aN-values. =650 24$aMetallic materials. =650 24$aSheet formability. =650 24$aHollomon. =650 24$aTrue stress. =650 24$aTrue strain. =650 24$aASTM E 646. =650 24$aISO 10 275. =700 1\$aMassa, Julio C.,$eauthor. =700 1\$aMancini, Reinaldo A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104226.htm =LDR 04252nab a2200661 i 4500 =001 JTE104471 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104471$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104471$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE192 =082 04$a625.7/072073$223 =100 1\$aApeagyei, Alex K.,$eauthor. =245 10$aCorrelation of Flow Number with Stiffness Obtained from Dynamic Shear Rheometer Testing of Extracted Binder from Asphalt Concrete Containing Recycled Asphalt Pavement /$cAlex K. Apeagyei, Stacey D. Diefenderfer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aThis paper describes the results of a study that used the flow number (FN) test to evaluate the rutting susceptibility of asphalt concrete (AC) mixtures containing recycled asphalt pavement (RAP). The study compared the rut depths determined using an asphalt pavement analyzer (APA) (APA rut depth) with binder stiffness test data obtained with a dynamic shear rheometer. Both APA rut depths and binder stiffness are used to evaluate the rutting susceptibility of AC mixtures in Virginia. However, recent studies suggest that the results of the FN test might correlate better with field rutting than most existing rut tests. In addition, because currently almost all AC mixtures produced in Virginia contain RAP, extraction and recovery (ER) tests are required to obtain binder for testing. Therefore, another objective of the study was to determine whether the correlation between FN and the stiffness of recovered asphalt binders would allow the FN test to be used as a surrogate for the recovered binder stiffness. For the mixtures evaluated, the APA rut depth ranged from 0.61 to 1.99 mm, the FN from about 700 to 7500 cycles, and the binder stiffness from 1.637 to 8.498 kPa. The results show that FN was positively correlated with binder stiffness (r = 0.8507, p < 0.0001) but not correlated with APA rut depth (r = -0.2666, p = 0.3010). The results also show that APA rut depth and binder stiffness were not correlated (r = 0.01829, p = 0.944). The study concluded that FN is sensitive to binder stiffness for the mixtures considered. This suggests that the FN test could be used as a new approach for evaluating the effect of RAP on asphalt mixtures and thereby replace or minimize the use of binder ER test methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRutting. =650 \0$aFlow number. =650 \0$aAsphalt binder. =650 \0$aAsphalt concrete. =650 \0$aNormal propyl bromide. =650 \0$aDynamic shear rheometer. =650 \0$aExtraction and recovery. =650 \0$aSimple performance tests. =650 \0$aAsphalt. =650 \0$aPavementperformance. =650 \0$aHighway maintenance. =650 \0$aConcrete bridges. =650 14$aAsphalt binder. =650 24$aAsphalt concrete. =650 24$aExtraction and recovery. =650 24$aRecycled asphalt pavement. =650 24$aFlow number. =650 24$aDynamic shear rheometer. =650 24$aAsphalt pavement analyzer. =650 24$aRutting. =650 24$aSimple performance tests. =650 24$aNormal propyl bromide. =700 1\$aDiefenderfer, Stacey D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104471.htm =LDR 04284nab a2200541 i 4500 =001 JTE103928 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103928$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103928$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aYu, Jianhua,$eauthor. =245 10$aLaboratory Evaluation of Warm Mix Asphalt Influence on Theoretical Maximum Specific Gravity /$cJianhua Yu, R. Christopher Williams, Ashley F. Buss. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aWarm mix asphalt (WMA) technology provides sufficient workability for asphalt mixtures at reduced mixing and compaction temperatures. Depending on the WMA technology, the typical temperature reduction range is 20 °C to 55 °C below hot mix asphalt (HMA) production temperatures. WMA involves chemical and wax additives that are added to an asphalt binder or incorporated through the use of foaming technology. The main advantages of WMA are reduced emissions and a reduction in combustible fuel consumption. Ongoing WMA research projects have documented some differences between HMA and WMA mixes, prompting numerous research projects that are investigating these concerns. The purpose of this research is to evaluate the volumetric properties by directly comparing laboratory produced WMA and HMA mixes. This study investigates the impact of WMA additives on the volumetric properties, specifically, the theoretical maximum specific gravity (Gmm). The Gmm testing followed the procedure of ASTM D2041. Two mix designs with HMA binder were produced, one without recycled asphalt pavement (RAP) and the other with 30 % RAP. After the mix designs were completed, no additional changes were made to account for the addition of the WMA technology. The mixes included the WMA technologies Sasobit and Advera, as well as an HMA control, for a total of six different laboratory produced mixes. Each mix was produced at 120 °C, 135 °C, and 150 °C, and each mix was oven cured for 1, 2, and 4 h. The test results were analyzed using statistical principles to determine whether differences in the Gmm values were statistically significant. The results show that temperature has little impact on Gmm. Gmm was not affected by curing times of 1 and 2 h, but the longer curing time of 4 h resulted in a statistically significant increase in Gmm. Further analysis revealed that the mix sensitivity to curing time depends on the amount of RAP in the mix. For the mix designs studied, the Advera Gmm values were similar to the HMA values, but the Sasobit Gmm values were statistically lower than the Advera values. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aVolumetrics. =650 \0$aWarm mix asphalt. =650 \0$aStatistical analysis. =650 \0$aAsphalt concrete$vHandbooks, manuals, etc. =650 \0$aMixtures$xDesign$vHandbooks, manuals, etc. =650 \0$aPavements, Asphalt concrete$xMaterials$vHandbooks, manuals, etc. =650 \0$aWarm mix paving mixtures. =650 \0$aMix design. =650 14$aWarm mix asphalt. =650 24$aVolumetrics. =650 24$aStatistical analysis. =700 1\$aWilliams, R. Christopher,$eauthor. =700 1\$aBuss, Ashley F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103928.htm =LDR 03064nab a2200553 i 4500 =001 JTE104419 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104419$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104419$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA276.4 =082 04$a519.5/0285/536$223 =100 1\$aDabiru, Venkata Rambabu,$eauthor. =245 12$aA Linear S-N Curve with Load Dependent Variance and Explicit Failure Probability /$cVenkata Rambabu Dabiru, Anindya Chatterjee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aWe reconsider standard uniaxial fatigue test data obtained from handbooks. Many S-N curve fits to such data represent the median life and exclude load-dependent variance in life. Presently available approaches for incorporating probabilistic aspects explicitly within the S-N curves have some shortcomings, which we discuss. We propose a new linear S-N fit with a prespecified failure probability, load-dependent variance, and reasonable behavior at extreme loads. We fit our parameters using maximum likelihood, show the reasonableness of the fit using Q-Q plots, and obtain standard error estimates via Monte Carlo simulations. The proposed fitting method may be used for obtaining S-N curves from the same data as already available, with the same mathematical form, but in cases in which the failure probability is smaller, say, 10 % instead of 50 %, and in which the fitted line is not parallel to the 50 % (median) line. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aS-N curve. =650 \0$aSurvival analysis. =650 \0$aHeteroscedasticity. =650 \0$aLoad dependent variance. =650 \0$aMathematical statistics$xData processing. =650 \0$aFailure time data analysis. =650 \0$aSurvival analysis (Biometry) =650 14$aFatigue. =650 24$aS-N curve. =650 24$aLoad dependent variance. =650 24$aHeteroscedasticity. =650 24$aSurvival analysis. =700 1\$aChatterjee, Anindya,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104419.htm =LDR 02822nab a2200517 i 4500 =001 JTE104407 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104407$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104407$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA169.3; =082 04$a620/.00452$223 =100 1\$aXia, Xintao,$eauthor. =245 10$aReliability Evaluation of Failure Data with Poor Information /$cXintao Xia. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aFor costly and dangerous experiments, growing attention has been paid to the problem of the reliability of failure data with small sample sizes. The existing reliability theory relies on a given probability distribution, such as the Weibull distribution and the exponential distribution; thus it is ineffective if the probability distribution is unknown. This paper proposes the grey bootstrap method for the reliability analysis of very few failure data with a known or unknown probability distribution. The grey bootstrap method can be employed to generate many simulated data with few data outputted by a population, as well as to imitate the probability distribution of this population. The experimental investigation shows that the grey bootstrap method is effective in analyzing reliability with small sample sizes without any prior information of the probability distribution. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aReliability. =650 \0$aFailure data. =650 \0$aSmall sample. =650 \0$aInformation poor system. =650 \0$aAccelerated life testing. =650 \0$aReliability (Engineering) =650 \0$aFailure time data analysis. =650 14$aReliability. =650 24$aFailure data. =650 24$aSmall sample. =650 24$aInformation poor system. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104407.htm =LDR 02630nab a2200577 i 4500 =001 JTE104329 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104329$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104329$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620.11$223 =100 1\$aYan, Xiangqiao,$eauthor. =245 10$aElliptical Hole-Crack Problems in an Infinite Plate Subjected to Internal Pressure /$cXiangqiao Yan, Chengqing Miao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThis paper deals with elliptical hole-crack problems in an infinite plate subjected to internal pressure by using a hybrid displacement discontinuity method (a boundary element method). Numerical results of the stress intensity factors (SIFs) are given. Especially, a few dimensionless parameters are introduced and it is illustrated using some examples that the dimensionless parameters have theoretically a guidance role for hole-crack design in an explosive engineering. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack. =650 \0$aHole-crack. =650 \0$aCrack-tip element. =650 \0$aExplosive engineering. =650 \0$aFracture mechanics. =650 \0$aStress intensity factor. =650 \0$aBoundary element methods. =650 14$aHole. =650 24$aCrack. =650 24$aHole-crack. =650 24$aStress intensity factor. =650 24$aBoundary element method. =650 24$aCrack-tip element. =650 24$aDisplacement discontinuity method. =650 24$aExplosive engineering. =700 1\$aMiao, Chengqing,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104329.htm =LDR 03039nab a2200517 i 4500 =001 JTE104272 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104272$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104272$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7870 =082 04$a621.38132$223 =100 1\$aWang, Zong Ren,$eauthor. =245 10$aExperimental Study of Thermal Contact Conductance Based on Heat-Transfer Theory with Variable Thermal Conductivity /$cZong Ren Wang, Jun Yang, Mingyuan Yang, Weifang Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aTo calculate the interface temperature drop ?T during the thermal contact conductance (TCC) testing, an optimization computing method based on the one-dimensional steady heat-transfer theory with variable thermal conductance is proposed in this paper. This method takes into account the physical process of heat transfer adequately, which can calculate the temperature drop (?T) accurately. Besides, a practical engineering example is utilized to demonstrate the applicability of the proposed approach. By using the optimization computing method along with traditional linear fitting method, the testing values of TCC obtained from the interfaces of the structural materials GH4169 and K417 used in aero-engines are studied and compared. The results show that there are large errors and poor stability in the traditional linear fitting method, and the relative errors of these two methods vary from about 3 % to 17 %. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAero-engine. =650 \0$aElectronic circuit design. =650 \0$aElectronic circuits$xTemperature compensation. =650 \0$aTemperature control. =650 14$aThermal contact conductance (TCC) =650 24$aThermal contact resistance (TCR) =650 24$aTemperature compensation; optimization. =650 24$aAero-engine. =700 1\$aYang, Jun,$eauthor. =700 1\$aYang, Mingyuan,$eauthor. =700 1\$aZhang, Weifang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104272.htm =LDR 03776nab a2200493 i 4500 =001 JTE104521 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104521$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104521$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a620.6$223 =100 1\$aUnderwood, B. Shane,$eauthor. =245 10$aComprehensive Evaluation of Small Strain Viscoelastic Behavior of Asphalt Concrete /$cB. Shane Underwood, Y. Richard Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b39 =520 3\$aAsphalt concrete (AC) is a heterogeneous material affected by viscoelastic and viscoplastic processes, as well as by damage and localized irregularities in the material fabric. However, under specific strain regimens, certain of these mechanisms are less active, and the constitutive relationships of the material can be modeled using simplified mechanistic principles. One simplifying assumption that is typically applied to AC for the purposes of response and performance modeling is that of linear viscoelasticity (LVE). In this paper, the behavior of AC at small strain levels, when LVE models can most accurately describe the constitutive relationship, is described. This work differs from the significant literature presented elsewhere because a more strict definition of the LVE strain regimen has been adhered to. This protocol limits the total peak-to-peak strain amplitude to 50 to 75 microstrains, the tensile strain amplitude to 37.5 microstrains, the total accumulated compressive strain to 1500 microstrains, and the total accumulated tensile strain to 150 microstrains. It is shown that when this stricter protocol is followed, AC exhibits the same fundamental characteristics whether loaded in compression, tension, or indirect tension. Evidence is also presented showing that AC, when compacted by gyratory compaction, does not show anisotropic tendencies at these strain levels. AC shows stress state and strain level dependencies that are inconsistent with rigorous LVE theory. Due to the inconsistencies between the material responses and the theory, the behavior of AC at even the small strain levels used in this research cannot be rigorously referred to as LVE. Further study is needed in order to fully assess the implications of this finding as it relates to day-to-day engineering practice and to the advanced mechanistic modeling of AC materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aViscoelastic. =650 \0$aDynamic modulus. =650 \0$aAsphalt concrete. =650 \0$aMaterials$xTesting. =650 \0$aViscoelasticity. =650 14$aViscoelastic. =650 24$aAsphalt concrete. =650 24$aDynamic modulus. =700 1\$aKim, Y. Richard,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104521.htm =LDR 03558nab a2200541 i 4500 =001 JTE104136 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104136$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104136$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC901.7.H45 =082 04$a616.614062$223 =100 1\$aShim, Hun,$eauthor. =245 14$aThe Development and Evaluation of Blood Volume Measuring System for Blood Culture Quality Improvement /$cHun Shim, Kab Seung Kim, Young Uh, Dong Min Seo, Hyo Youl Kim, Young Ro. Yoon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThe blood volume is the most important factor affecting the sensitivity of blood cultures. However, there has not been a system for measuring blood volume prior to starting the blood culture process. The aim of this study is to develop a blood volume measuring system and to evaluate its usability in a clinical setting. A system for measuring blood volume in a culture bottle using digital scales was designed. The suggested system was installed and evaluated in the Department of Laboratory Medicine. During the 13-month period, the weight of blood bottles before inoculation and blood volumes in 113 564 blood culture bottles were analyzed. The weight differences between bottles were up to 12 g and about 9 g for bottles distributed by BACTEC and bioMérieux, respectively. Of the 113 564 aforementioned bottles, 96 661 cultures were analyzed from patients over the ages of 18. After the application of blood volume measuring systems, the adequate blood volume submission ratio increased from 4.9 % to about 10 %. After the intervention, the proportions of bottles for adequate submissions showed an increasing trend. In routine clinical practice, providing regular feedback and education regarding the adequate blood volumes for culture to clinicians and nurses would be a good way to maintain quality of the blood culture results and to reduce culture bottles being submitted with an inadequate amount of sample. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBlood culture. =650 \0$aVolume measurement. =650 \0$aHemodialysis$xEvaluation. =650 \0$aBlood volume. =650 14$aBlood volume. =650 24$aBlood culture. =650 24$aVolume measurement. =650 24$aLaboratory automation system. =700 1\$aKim, Kab Seung,$eauthor. =700 1\$aUh, Young,$eauthor. =700 1\$aSeo, Dong Min,$eauthor. =700 1\$aKim, Hyo Youl,$eauthor. =700 1\$aYoon, Young Ro.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104136.htm =LDR 03558nab a2200553 i 4500 =001 JTE103932 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103932$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103932$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a624.1/834$223 =100 1\$aCho, Tongjun,$eauthor. =245 10$aMeasurement of Creep-induced Change of Dynamic Stiffness of Resilient Materials Used for Impact Sound Isolation in Floating Floors /$cTongjun Cho. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aThe creep-induced change of the dynamic stiffness of resilient materials used in vibration isolation systems in floating floors is an important issue, especially with regard to the use of open cell resilient materials, because the change in the dynamic stiffness is a key factor in the performance of vibration isolators, and open cell materials are vulnerable to creep deformation. This study proposes a method for measuring the creep-induced change of the dynamic stiffness that employs quasi-static mechanical analysis under the assumption that the creep-induced change of the mechanical structure of the resilient material is independent of time and stress. The pre-creep dynamic properties of a sample resilient layer measured with a method very similar to the one recommended in ISO 9052-1 are compared with the data measured with the proposed method, and the results illustrate the consistency in the data measured with the two methods. A proposed creep test is performed for a sample resilient layer including open cell material used for a floating floor, and the change in the dynamic stiffness due to creep deformation is assessed by combining the proposed method and the creep test data. The study indicates that the proposed method is able to assess the creep-induced change of the dynamic stiffness and could be useful for the design of vibration isolation systems in long-term use. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFloating floor. =650 \0$aCreep deformation. =650 \0$aDynamic stiffness. =650 \0$aResilient material. =650 \0$aVibration isolator. =650 \0$aConcrete$xCreep. =650 \0$aConcrete$xExpansion and contraction. =650 \0$aConcrete$xCreep$xCongresses. =650 \0$aConcrete$xExpansion and contraction$xCongresses. =650 14$aVibration isolator. =650 24$aFloating floor. =650 24$aResilient material. =650 24$aDynamic stiffness. =650 24$aCreep deformation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103932.htm =LDR 03513nab a2200577 i 4500 =001 JTE103863 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103863$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103863$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL295 =082 04$a629.2/482$223 =100 1\$aLee, Jusang,$eauthor. =245 12$aA Comparison Study of Friction Measurements for Chip Seal /$cJusang Lee, Jaejun Lee, Y. Richard Kim, Sungho Mun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThis paper presents a development in measuring skid resistance in a laboratory performance test for chip seal. It is important to develop a relationship between the British pendulum test (BPT) and the locked-wheel skid test (LWST), or grip tester (GT). The chip seal is a typical pavement preservation treatment used by the North Carolina Dept. of Transportation (NCDOT). In North America, loss of skid resistance is a common road condition that indicates the need for a chip seal, as one of the major advantages of chip seal is an increase in skid resistance. Most agencies have a specified cycle in which skid resistance is measured as a part of their pavement-management system. These skid resistance measurements are invaluable when deciding which roads require chip seal [Gransberg, D. D. and James, D. M. B., "Chip Seal Best Practices," NCHRP Synthesis of Highway Practice 342, Transportation Research Board of the National Academies, Washington, D.C., 2005]. In this study, skid resistance was evaluated on 14 selected chip seals using three different tests: the BPT, LWST, and GT. The correlation between British pendulum number (BPN) and skid number (SN) was relatively strong with an R2 value of 0.74. This finding indicated that the BPN measured in the laboratory could be utilized for predicting the SN, which cannot be measured in the laboratory. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aChip seal. =650 \0$aGrip tester. =650 \0$aSkid resistance. =650 \0$aBritish pendulum test. =650 \0$aLocked-wheel skid test. =650 \0$aTires$xTraction. =650 \0$aAutomobiles$xSkidding. =650 \0$aPavements$xSkid resistance. =650 14$aSkid resistance. =650 24$aChip seal. =650 24$aLocked-wheel skid test. =650 24$aGrip tester. =650 24$aBritish pendulum test. =700 1\$aLee, Jaejun,$eauthor. =700 1\$aKim, Y. Richard,$eauthor. =700 1\$aMun, Sungho,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103863.htm =LDR 02902nab a2200553 i 4500 =001 JTE103388 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103388$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103388$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.36 =082 04$a621.3$223 =100 1\$aQi, Gong-Jin,$eauthor. =245 10$aIn Situ Eddy-Current Testing on Low-Pressure Turbine Blades of Aircraft Engine /$cGong-Jin Qi, Hong Lei, Gang-Qiang Fu, Peng Jing, Jun-Ming Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aTo realize in situ testing on low-pressure turbine blades of aircraft engines, eddy-current testing was studied through probe design, artificial defect sample testing, and practical field applications. The eddy-current probe was composed of a differential coil with dual magnetic cores, flexible spring steel strip, and elongating composite shank, which, respectively, provided high detection sensitivity on the turbine blade defect, appropriate contact between the probe and the curving blade surface, and adequate extent for the long distance of in situ inspection. Practical applications in engine turbine blades testing proved that the eddy-current probe successfully solved the in situ testing difficulties, including poor accessibility, limited detection space, and strong interference signals. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIn situ. =650 \0$aTurbine blade. =650 \0$aAircraft engine. =650 \0$aEddy-current testing. =650 \0$aEddy current testing. =650 \0$aNondestructive testing. =650 14$aAircraft engine. =650 24$aTurbine blade. =650 24$aIn situ. =650 24$aEddy-current testing. =700 1\$aLei, Hong,$eauthor. =700 1\$aFu, Gang-Qiang,$eauthor. =700 1\$aJing, Peng,$eauthor. =700 1\$aLin, Jun-Ming,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103388.htm =LDR 02988nab a2200529 i 4500 =001 JTE104660 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104660$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104660$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLB1025.3 =082 04$a370.15/23$223 =100 1\$aPearn, W. L.,$eauthor. =245 13$aAn Effective Powerful Test for Supplier Selection Evaluation with Multiple Characteristics /$cW. L. Pearn, Y. T. Tai, C. Y. Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aSupplier selection in high-tech manufacturing industries has become more essential and has received considerable attention. In this paper, we consider a supplier selection problem with multiple characteristics in which we compare two-sided processes with multiple characteristics and select the better one with the higher capability. We first review an approach referred to as the division method. We then develop a new approach called the subtraction method. We compare the two methods in terms of their selection power. The results show that the proposed subtraction method is indeed more powerful than the division method. Two supplier-selection procedures are developed for practical applications. For practitioners' convenience in applying our procedures, the various sample sizes required for designated selection powers are tabulated and discussed. For illustration purposes, a case is considered and solved for supplier selection evaluation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aYield. =650 \0$aMultiple characteristics. =650 \0$aMultiple intelligences. =650 \0$aSpecial education. =650 \0$aStudent assessment. =650 \0$aTeaching methods. =650 \0$aEvaluation methods. =650 14$aSupplier selection evaluation. =650 24$aYield. =650 24$aMultiple characteristics. =700 1\$aTai, Y. T.,$eauthor. =700 1\$aWang, C. Y.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104660.htm =LDR 04488nab a2200589 i 4500 =001 JTE104559 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104559$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104559$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL269 =082 04$a629.246$223 =100 1\$aSenabre, C.,$eauthor. =245 10$aComparative Analysis of Brake Data of Vehicles on Two Different Ministry of Transport Brake Roller Testers /$cC. Senabre, E. Velasco, S. Valero. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThe research described herein was carried out by the mechanical engineering staff at the mechanical laboratory of Miguel Hernández University (UMH) in Elche, Spain. This study compares the braking of a vehicle on two different Ministry of Transport (MOT) brake testers. We have analyzed mathematical formulas about braking on MOT brake testers, and we indicate which factors could have a theoretical influence in braking on a rolling road. If the tire pressure is varied, false results might be obtained from the brake tester, meaning that if tires are inflated at a low pressure, the vehicle will not pass the MOT brake test even if the brakes are in good condition. Conversely, if the brakes are in bad condition but the tire pressure is higher than that recommended by the manufacturer, a false passing rating might be produced. This article attempts to show that the MOT brake testing equipment is often wrong and inexact, and it provides data and graphs to prove that tire pressure can be a determining factor when assessing the condition of brakes. We also study the influence of the wheel base between rollers in brake and slip data measurements. A car is placed on a bank of rollers with the handbrake released; the rollers then move at a constant speed of 5 km/h, and the brake pedal is depressed until 100 % slippage is obtained. A velocity of 5 km/h is sufficient to obtain 100 % slippage. The pressure in the hydraulic brake circuit on the right front wheel of the vehicle is also measured with a hydraulic sensor in the hydraulic pipe of the right front wheel. We can obtain the slippage by measuring the angular velocity of the wheel and the roller. The angular velocity is determined by two encoders, the first fitted on the brake roller tester and the second on the wheel of the vehicle. At UMH we have one MOT brake roller tester with a 450 mm distance between each roller where we have measured brake and slip. We also compare the results with those from another MOT station at which the roller tester has only 410 mm between the rollers and analyze the difference. This article demonstrates that the MOT brake and slide data results depend on the distance between rollers, the tire type, and the pneumatic pressure. Data and graphs are provided to substantiate the findings. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBraking. =650 \0$aRoller bed. =650 \0$aBrake roller tester. =650 \0$aDistance between rollers. =650 \0$aHydraulic Brakes. =650 \0$aBrake Design. =650 \0$aBrake Effectiveness. =650 \0$aBrake Performance. =650 \0$aBrake Testing. =650 \0$aData Analysis. =650 14$aBraking. =650 24$aMinistry of Transport (MOT) =650 24$aBrake roller tester. =650 24$aRoller bed. =650 24$aDistance between rollers. =700 1\$aVelasco, E.,$eauthor. =700 1\$aValero, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104559.htm =LDR 03076nab a2200505 i 4500 =001 JTE104414 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104414$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104414$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH541.15.H34 =082 04$a639.90941$223 =100 1\$aPearn, W. L.,$eauthor. =245 10$aImplementation of Evaluating Process Capability Index Cpk for Processes with Multiple Characteristics /$cW. L. Pearn, C. H. Wu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aProcess yield has been the most common criterion used in the manufacturing industry for measuring process performance. In many industrial applications, processes often have multiple characteristics with various specifications. The generated yield index CpkT establishes the relationship between the manufacturing specifications and the actual process performance, which provides a lower bound on process yield. In this paper, the explicated formula of the lower confidence bound is derived, and then the lower confidence bound for various values of ?-risk, capability requirements, and sample sizes are calculated via the use of R programs. The lower confidence bound is essential to product reliability assurance and is important in the hypothesis testing of process capability. We not only provide some reliable lower confidence bound tables but also develop a simple and practical procedure for engineers. The practitioners can use the proposed procedure to determine whether their process meets the preset capability requirement and to make reliable decisions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCapability index. =650 \0$aProduction yield. =650 \0$aLower confidence bound. =650 \0$aHabitat (Ecology)$xMathematical models. =650 \0$aHabitat suitability index models. =650 \0$aLand capability for wildlife. =650 14$aCapability index. =650 24$aLower confidence bound. =650 24$aProduction yield. =700 1\$aWu, C. H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104414.htm =LDR 03035nab a2200541 i 4500 =001 JTE104253 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104253$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104253$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.1/18$223 =100 1\$aWang, RongWu,$eauthor. =245 10$aCharacterizing Profiled Fibers by Multiscale Shape Representations /$cRongWu Wang, LiPing Tang, PeiFeng Zeng, BuGao Xu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aThis paper presents a multiscale shape representation approach for measuring the metrological characteristics of profiled fibers. From closed edge chains of a fiber cross section, three points are selected with evenly spaced indices to form a triangle, and the triangle area representation (TAR) is calculated with the determinant of a coordinate array of the three points. The bend direction of two consecutive lines drawn with the three vertices determines the sign of the TAR. Negative and positive TARs, denoted as TARN and TARP, respectively, are used to detect concave and convex segments on the boundary. The size of objects in a TARN or TARP graph reflects the degree of concaveness or convexness. If the index spacing is changed, a series of TARs with different scales can be obtained. Multiscale TARNs and TARPs can be used to recognize the basic shapes of profiled fibers, assess concavity, and detect fiber conglutinations for precise separation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCross section. =650 \0$aProfiled fiber. =650 \0$aFiber conglutination. =650 \0$aFibers$xMaterials. =650 \0$aFibrous composites$xMaterials. =650 \0$aRefractory materials. =650 14$aProfiled fiber. =650 24$aCross section. =650 24$aConcave and convex segment. =650 24$aFiber conglutination. =700 1\$aTang, LiPing,$eauthor. =700 1\$aZeng, PeiFeng,$eauthor. =700 1\$aXu, BuGao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104253.htm =LDR 02621nab a2200505 i 4500 =001 JTE104520 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104520$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104520$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA402 =082 04$a003$223 =100 1\$aHo, Elaine,$eauthor. =245 10$aEvaluating the Entry Mode for Taiwan Insurance Companies by Using AHP Sensitivity /$cElaine Ho, Chun Yueh Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThis work presents an evaluation model that adopts several important criteria, enabling the Taiwan insurance industry to enter into the Chinese market in the most appropriate way. Major criteria weights are analyzed using an analytic hierarchy process (AHP) and sensitivity analysis. The results of the analysis indicate that the proposed evaluation model enables the Taiwan insurance industry to enter into the Chinese market more objectively by allowing companies to deploy effectively. Importantly, the proposed model can provide Taiwan's insurance industry accreditation policy with reference material, making it highly applicable for academic and commercial purposes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEntry mode. =650 \0$aInsurance industry. =650 \0$aSensitivity analysis. =650 \0$aSystemanalysis. =650 \0$aSensitivitytheory (Mathematics) =650 14$aEntry mode. =650 24$aAnalytic hierarchy process (AHP) =650 24$aSensitivity analysis. =650 24$aInsurance industry. =700 1\$aLin, Chun Yueh,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104520.htm =LDR 03229nab a2200637 i 4500 =001 JTE104431 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104431$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104431$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.2 =082 04$a620.1/1233$223 =100 1\$aLi, Qiang,$eauthor. =245 14$aThe Creep Testing Apparatus (CRETA) :$bA New Testing Device for Measuring the Viscoelasticity of Joint Sealant /$cQiang Li, Raphael W. Crowley, David B. Bloomquist, Reynaldo Roque. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aA new device, the Creep Testing Apparatus (CRETA), has been developed for use in determining the viscoelastic properties of joint sealant. Creep tests were conducted on two types of silicone sealant: self-leveling (SL) and non-self-leveling (NS). The results appear to indicate that the silicone sealant tested is a linear viscoelastic material and that its creep response does not appear to be sensitive to temperature variations from 0 °C to 60 °C. Further creep tests were conducted under artificial aging conditions. Hot water aging appears to cause both SL and NS sealant to become softer and more ductile. Freeze-thaw aging did not appear to have an effect on the viscoelastic properties. Oven aging did not appear to affect SL sealant, but it did cause NS sealant to become stiffer. These results might be useful in a long-term joint performance model. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAging. =650 \0$aCreep. =650 \0$aSilicone. =650 \0$aJoint sealant. =650 \0$aConcrete pavement. =650 \0$aLiner viscoelasticity. =650 \0$aTemperature sensitivity. =650 \0$aViscoelasticity. =650 \0$aMaterials$xCreep. =650 \0$aStress relaxation (Physics) =650 14$aCreep. =650 24$aViscoelasticity. =650 24$aJoint sealant. =650 24$aSilicone. =650 24$aTemperature sensitivity. =650 24$aLiner viscoelasticity. =650 24$aAging. =650 24$aConcrete pavement. =700 1\$aCrowley, Raphael W.,$eauthor. =700 1\$aBloomquist, David B.,$eauthor. =700 1\$aRoque, Reynaldo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104431.htm =LDR 03677nab a2200589 i 4500 =001 JTE103943 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103943$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103943$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a620.1/363$223 =100 1\$aLee, Moon-Sup,$eauthor. =245 10$aEstimation of Optimum Compaction Temperature for PMA and WMA Mixtures by Volumetric Property Evaluation /$cMoon-Sup Lee, Sungun Kim, Kwang W. Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThe optimum compaction temperature (OCT) is defined as the temperature at which asphalt provides proper viscosity in an asphalt mixture. For normal asphalt, the proper viscosity level has been suggested as 280 ± 30 mm2/s by the American Association of State Highway and Transportation Officials (AASHTO). This suggestion has been effectively utilized in selecting the OCT of normal hot-mix asphalt (HMA). However, because polymer-modified asphalt (PMA) and warm-mix asphalt (WMA) have been used recently, it is difficult to apply this method in general. This study evaluates important volumetric properties (air void ratio and void filled with asphalt) of HMA and WMA mixes. The three binders evaluated included 64-22 and 76-22 for HMA and 70-22 for WMA for dense-graded asphalt mixtures compacted using a Superpave gyratory compactor. The OCT at which the optimum asphalt content could be obtained was determined for the three binders. The OCTs obtained via volumetric property evaluation were 20 °C and 38 °C lower than the values determined via the AASHTO method for PMA and WMA. In mechanical performance comparisons, the mixture compacted at the lower OCT was not inferior to the mixture compacted at a higher OCT. It is therefore concluded that the OCT should be determined based on the volumetric property of mixtures, because compaction is not solely a function of viscosity, especially for PMA and WMA mixtures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWarm mix asphalt. =650 \0$aGyratory compactor. =650 \0$aKinematic viscosity. =650 \0$aVolumetric property. =650 \0$aPolymer-modified asphalt. =650 \0$aConcrete$xPlastic properties. =650 \0$aConcrete$xViscosity. =650 \0$aConcrete. =650 \0$aRheology. =650 14$aOptimum compaction temperature. =650 24$aVolumetric property. =650 24$aKinematic viscosity. =650 24$aWarm mix asphalt. =650 24$aPolymer-modified asphalt. =650 24$aGyratory compactor. =700 1\$aKim, Sungun,$eauthor. =700 1\$aKim, Kwang W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103943.htm =LDR 03071nab a2200541 i 4500 =001 JTE103862 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103862$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103862$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA683.5.B3 =082 04$a624.1/83423$223 =100 1\$aGundes Bakir, Pelin,$eauthor. =245 10$aSystem Identification of a Reinforced Concrete Building Using the Complex Mode Indicator Function and the Hilbert Transform Techniques /$cPelin Gundes Bakir, Ender M. Eksioglu, Serhat Alkan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aThe complex mode indication function (CMIF) technique is a singular value decomposition enhancement of the classical peak picking (PP) technique. The disadvantages of the PP technique, namely, its inability to identify closely spaced modes, are largely resolved in CMIF due to the singular value decomposition. Recently, a frequency domain based technique that uses the biased frequency response functions obtained from the Hilbert transform of power spectral densities has been proposed. In this study, the PP, CMIF, and Hilbert transform techniques are successfully applied to the measured output data from a typical instrumented school building in Istanbul. The study clearly shows that the techniques can successfully identify the modal parameters and give similar results for the eigenfrequencies and mode shapes. However, there are some differences in the damping ratio estimates. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBuildings. =650 \0$aAmbient vibration. =650 \0$aCivil engineering. =650 \0$aConcrete beams$xTesting. =650 \0$aReinforced concrete construction. =650 14$aSingular value decomposition. =650 24$aFrequency domain decomposition. =650 24$aAmbient vibration. =650 24$aOutput only modal analysis. =650 24$aBuildings. =650 24$aCivil engineering. =700 1\$aEksioglu, Ender M.,$eauthor. =700 1\$aAlkan, Serhat,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103862.htm =LDR 03853nab a2200625 i 4500 =001 JTE104194 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104194$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104194$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE211 =082 04$a625.7$223 =100 1\$aKhalife, Roy,$eauthor. =245 10$aEvaluation of Durability of Stabilized Clay Specimens Using Different Laboratory Procedures /$cRoy Khalife, Pranshoo Solanki, Musharraf M. Zaman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b42 =520 3\$aIn this comprehensive laboratory study, different tests-namely, investigations of the unconfined compressive strength (UCS) at the end of freeze-thaw/wet-dry (F-T/W-D) cycles, the resilient modulus (Mr) at the end of F-T/W-D cycles, vacuum saturation, and moisture susceptibility-were used to evaluate the durability of cementitiously stabilized subgrade soils. Two fat clays commonly encountered as subgrade soils in Oklahoma, Dennis and Lomill series, were utilized. These soils were stabilized with 6 % hydrated lime (or lime), 10 % class C fly ash (CFA), or 10 % cement kiln dust (CKD). Cylindrical specimens of three different sizes were compacted and cured for seven days. Then, Harvard miniature specimens were tested for UCS at the end of F-T/W-D cycles and moisture susceptibility (five-hour soaking). Additionally, cylindrical specimens were tested for Mr at the end of F-T and W-D cycles to evaluate the effect of F-T and W-D cycles on Mr. Furthermore, Proctor size specimens were tested for UCS after vacuum saturation. All the specimens showed a decrease in UCS values at the end of F-T cycles and vacuum saturation. In general, all the specimens tested in this study showed an increase in UCS values at the end of one W-D cycle. The Mr values of both raw and stabilized soil specimens were found to decrease with an increase in the number of F-T or W-D cycles. Both soils showed the maximum resistance to F-T and W-D cycles after being stabilized with 6 % lime, as compared to 10 % CFA and 10 % CKD. A similar trend was evident in both moisture susceptibility and vacuum saturation tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFly ash. =650 \0$aSubgrade. =650 \0$aDurability. =650 \0$aCement kiln dust. =650 \0$aResilient modulus. =650 \0$aCement$zKansas. =650 \0$aKiln dust. =650 \0$aSubgrade (Pavements) =650 \0$aAtterberg limits. =650 \0$aDurability tests. =650 \0$aCement. =650 \0$aSoil stabilization. =650 14$aLime. =650 24$aFly ash. =650 24$aCement kiln dust. =650 24$aDurability. =650 24$aResilient modulus. =650 24$aSubgrade. =700 1\$aSolanki, Pranshoo,$eauthor. =700 1\$aZaman, Musharraf M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104194.htm =LDR 03352nab a2200517 i 4500 =001 JTE104274 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104274$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104274$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLB3060.33.S42 =082 04$a373.126/2$223 =100 1\$aCepni, Salih,$eauthor. =245 10$aMiddle School Science and Items of High School Entrance Examination :$bExamining the Gap in Turkey /$cSalih Cepni, Yilmaz Kara, Emine Cil. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b53 =520 3\$aThis study presents findings from an analysis of the Turkish Science and Technology Curriculum Guidelines and their alignment to the university entrance examination. The analysis of the Science and Technology Curriculum focused on various related aspects: content areas and learning outcomes in terms of scientific process skills, science technology society and environment, attitudes and values, and cognitive objectives. The level determination examination (LDE) questions, which would allow for enrollment at elite high schools and would inevitably affect middle school students' university choices, were analyzed in an alignment study regarding the contents of the science and technology program. In order to investigate the relationship between high school science teaching and high school entrance examination, all relevant documents were analyzed by ten science teachers, who have been teaching science and technology courses at middle schools and are concurrently doctoral students at the science education department. The results indicated that the LDE questions and standards were not fully aligned because the first two alignment criteria have a high consistency while a range of knowledge and balance of representation criteria have a low consistency. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCurricular studies. =650 \0$aAssessment frameworks. =650 \0$aLarge-scale examinations. =650 \0$aHigh schools$xEntrance examinations. =650 \0$aIndependent School Entrance Examination. =650 \0$aSecondary School Admission Test. =650 14$aCurricular studies. =650 24$aAssessment frameworks. =650 24$aLarge-scale examinations. =700 1\$aKara, Yilmaz,$eauthor. =700 1\$aCil, Emine,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104274.htm =LDR 02915nab a2200481 i 4500 =001 JTE104263 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104263$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104263$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK4388 =082 04$a621.32/5$223 =100 1\$aTai, Y. T.,$eauthor. =245 10$aEvaluating Process Yield for LED Assembly under Undetected Process Parameter Change /$cY. T. Tai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe technology of light emitting diode (LED) assembly has become more popular due to the high demand for LED backlight modules, which can provide desirable characteristics such as a wide color gamut, a high dimming ratio, a long lifetime, and high power efficiency. For LED assembly processes, the distance between LEDs is one of the key parameters because the uniformity of an LED backlight module can be affected by it. In order to obtain good optical performance of an LED backlight module, the process yield of the parameter needs to be controlled well. Conventionally, process yields of LED assembly processes are evaluated using typical capability index methods under the essential assumption that the processes are stable. However, some inevitable process parameter changes regarding the distance between LEDs might exist on the shop floor. In order to evaluate the process yield more accurately, this paper presents an accommodated capability index method for process yield evaluation under undetected process parameter changes. For illustration purposes, an application is presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLED assembly. =650 \0$aProcess yield. =650 \0$aParameter change. =650 \0$aLED lighting. =650 \0$aUrban agriculture. =650 14$aLED assembly. =650 24$aProcess yield. =650 24$aParameter change. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104263.htm =LDR 03226nab a2200637 i 4500 =001 JTE103363 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103363$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103363$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA277 =082 04$a519.5/6$223 =100 1\$aKe, Jau-Chuan,$eauthor. =245 12$aA Standby System with General Repair and Imperfect Switching /$cJau-Chuan Ke, Stéphane M. F. Yen, Tzu-Hsin Liu, Ying-Lin Hsu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aWe study the statistical inferences of an availability system with imperfect switching, with the system consisting of one active component and one warm standby. The time-to-failure and time-to-repair of components are assumed to follow an exponential and a general distribution, respectively. We construct a consistent and asymptotically normal estimator of the availability of such a repairable system. Based on this estimator, an interval estimation and a testing hypothesis are developed using logit transformation. To implement the simulation inference for the system availability, we adopt two repair-time distributions, namely, lognormal and Weibull. Three Weibull distributions characterized by distinct shape parameters are considered. Finally, all simulation results are displayed in appropriate tables and curves to highlight the performance of the statistical inference procedures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStandby. =650 \0$aSimulation. =650 \0$aAvailability. =650 \0$aPower function. =650 \0$aHypothesis test. =650 \0$aImperfect switch. =650 \0$aDistribution-free. =650 \0$aGoodness-of-fit tests. =650 \0$aStatistical hypothesis testing. =650 \0$aAjustement, tests d' (Statistiques) =650 \0$aStatistischer Test. =650 14$aAvailability. =650 24$aDistribution-free. =650 24$aImperfect switch. =650 24$aHypothesis test. =650 24$aPower function. =650 24$aSimulation. =650 24$aStandby. =700 1\$aYen, Stéphane M. F.,$eauthor. =700 1\$aLiu, Tzu-Hsin,$eauthor. =700 1\$aHsu, Ying-Lin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103363.htm =LDR 03566nab a2200553 i 4500 =001 JTE104269 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104269$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104269$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGV979.S63 =082 04$a796.352/06/873$223 =100 1\$aChen, Kuen-Suan,$eauthor. =245 12$aA Study of Process Quality Assessment for Golf Club-Shaft in Leisure Sport Industries /$cKuen-Suan Chen, Hsi-Tien Chen, Ching-Hsin Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aEffective management of process quality is crucial for attracting customers and maintaining their loyalty, and the quantification of quality for processes with multiple characteristics has recently been receiving considerable attention. This paper proposes a comprehensive process quality index to provide numerical measures for the precision, accuracy, and performance of processes in the manufacturing of golf club-shafts, using both smaller-the-better type and symmetric nominal-the-best type characteristics. The point estimates of these indices were replaced with joint confidence blocks in order to overcome a lack of reliability. Based on this index, we developed a control chart with process capability zones describing joint confidence blocks of all characteristics related to golf club-shafts within a single chart. Finally, we present an assessment procedure and illustrated examples with which to evaluate the process quality for the manufacture of golf club-shaft. The results reveal that the straightness and torsion of the club-shaft are "out of control" and unqualified, whereas the length, tip outer circumference, and butt outer circumference of the club-shaft are categorized as "excessive." The application of this chart enables engineers involved in the manufacturing of golf equipment to simultaneously monitor and control the quality characteristics of golf club-shafts. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aProcess quality zone. =650 \0$aProcess quality index. =650 \0$aJoint confidence blocks. =650 \0$aSmaller-the-better type. =650 \0$aSoziale Funktion. =650 \0$aGolf. =650 \0$aCountry club. =650 14$aSmaller-the-better type. =650 24$aNominal-the-best type with symmetric tolerance. =650 24$aProcess quality index. =650 24$aJoint confidence blocks. =650 24$aProcess quality zone. =700 1\$aChen, Hsi-Tien,$eauthor. =700 1\$aWang, Ching-Hsin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104269.htm =LDR 03677nab a2200577 i 4500 =001 JTE104494 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104494$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104494$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRM237.73 =082 04$a613.2/5$223 =100 1\$aSong, Xueping,$eauthor. =245 10$aDissolving Behavior of Carbohydrate Ingredients During Pre-Extraction Process of Alkaline Hydrogen Peroxide of Bamboos /$cXueping Song, Hui He, Zhi Li, Qing Wang, Shuangfei Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aIn this work, alkaline peroxide mechanical pulp (APMP), with pre-extracted bamboo by alkaline hydrogen peroxide, is prepared and the effects of pre-extraction on APMP in beating, bleaching, and physical properties are discussed. The results show that after pre-extracting, the energy consumption of beating has a significant reduction, the brightness of unbleached and bleached pulp are increased 5.0 % ISO (International Organization for Standardization) and 6.94 % ISO, respectively, the post-color PC number is reduced more than double, and the yield of bleaching pulp is maintained well. However, the tensile index and the folding strength is decreased, the burst index is kept, and the tear index is increased slightly. Furthermore, with the change of maximum temperature and holding time, in extraction liquid the extraction rate of the main sugars (glucose, xylose, arabinose, galactose) are detected with high-performance anion chromatography, and the contents of solids and the pH variation also are investigated. It is found that with the extension and increase of holding time and temperature, the pH decreases constantly, the contents of solids and the dissolution rate of sugar increase continuously to the maximum when the holding time is 1 h, and the temperature is from 80°C to 90°C. The dissolution rate of xylose is less than 1 %, and the highest dissolution rates of arabinose and galactose are 7 % and 12 %, respectively. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBamboo. =650 \0$aPre-extraction. =650 \0$aSugar dissolution rate. =650 \0$aAlkali hydrogen peroxide. =650 \0$aFood portions. =650 \0$aHealth behavior. =650 \0$aLow-carbohydrate diet. =650 14$aBamboo. =650 24$aAlkali hydrogen peroxide. =650 24$aPre-extraction. =650 24$aSugar dissolution rate. =650 24$aHigh-performance anion chromatography. =700 1\$aHe, Hui,$eauthor. =700 1\$aLi, Zhi,$eauthor. =700 1\$aWang, Qing,$eauthor. =700 1\$aWang, Shuangfei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104494.htm =LDR 03365nab a2200565 i 4500 =001 JTE103820 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103820$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103820$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA442.5 =082 04$a620.1/3633$223 =100 1\$aOng, K. C. G.,$eauthor. =245 10$aTime Zero Value Based on S-Wave Reflection Loss Measurement for Early Age Shrinkage Monitoring of Cementitious Specimens Subjected to Sealed and Unsealed Curing Conditions /$cK. C. G. Ong, L. R. Chandra. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b45 =520 3\$aEstimating the time at which to start monitoring early age shrinkage, especially of high performance cementitious materials, can be crucial. Despite numerous studies on early age shrinkage monitoring, there is no general agreement on the time at which early age shrinkage measurements should start (i.e., the "time zero" value [TZV]). The present paper proposes the use of the stiffening time measured via S-wave reflection loss as the TZV for early age shrinkage monitoring of high performance cementitious materials subjected to both sealed and unsealed curing conditions. The results imply that in the case of autogenous or sealed specimens, similar stiffening times occur throughout the specimen depths. In the case of unsealed specimens, however, the results show that the stiffening time might vary with depth depending on the water-to-cementitious ratio used. It is postulated that water redistribution within the specimen, as well as the formation of a "skin layer," might significantly affect the stiffening time measured in the case of unsealed specimens used for early age drying shrinkage monitoring. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aUltrasonic testing. =650 \0$aEarly age shrinkage. =650 \0$aPenetration resistance. =650 \0$aNon-destructive testing. =650 \0$aHigh strength concrete$xCuring. =650 \0$aHigh strength concrete$xTesting. =650 \0$aHigh performance concrete. =650 \0$aCreep tests. =650 \0$aShrinkage. =650 14$aTime zero. =650 24$aEarly age shrinkage. =650 24$aPenetration resistance. =650 24$aUltrasonic testing. =650 24$aNon-destructive testing. =700 1\$aChandra, L. R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103820.htm =LDR 03451nab a2200589 i 4500 =001 JTE104184 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104184$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104184$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a624.1/834$223 =100 1\$aJayanth, Sneha,$eauthor. =245 10$aInfluence of Drying and Wetting Cycles on SWCCs of Fine-Grained Soils /$cSneha Jayanth, Kannan Iyer, D. N. Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b46 =520 3\$aThe soil-water characteristics curve (SWCC) is greatly influenced by the path that is followed for suction measurement (i.e., drying or wetting path) and the number of cycles of these paths to which the soil is exposed. To evaluate the influence of these parameters, drying- and wetting-path SWCCs of three fine-grained soils were developed for single and multiple cycles by employing the Aquasorp® Isotherm generator. This device has been primarily employed for food products, powders, and amorphous materials for determination of their moisture sorption isotherm, which relates moisture content to water activity. As water activity can be mathematically related to soil suction, the Aquasorp® can be used for developing the SWCC. Hence, demonstrating the potential of the Aquasorp® for characterizing fine-grained soils becomes essential. The present study has been focused at highlighting the possible uncertainties associated with establishment of the SWCCs (both during drying and wetting paths) and the benefits and limitations of the Aquasorp® in achieving these objectives. Furthermore, by employing mercury intrusion porosimetry (MIP), the significance of capillarity on soil suction, which in turn governs the SWCC, has been demonstrated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCapillarity. =650 \0$aSoil suction. =650 \0$aFine-grained soils. =650 \0$aDrying and wetting paths. =650 \0$aConcrete$xMoisture. =650 \0$aAdmixtures. =650 \0$aDrying rate. =650 \0$aPortland cement concrete. =650 \0$aSwelling index. =650 \0$aWetting and drying tests. =650 14$aSoil suction. =650 24$aDrying and wetting paths. =650 24$aCapillarity. =650 24$aFine-grained soils. =650 24$aSoil-water characteristic curve. =700 1\$aIyer, Kannan,$eauthor. =700 1\$aSingh, D. N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104184.htm =LDR 03745nab a2200589 i 4500 =001 JTE104161 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104161$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104161$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA1190 =082 04$a363.179$223 =100 1\$aYounus, M. M.,$eauthor. =245 10$aEvaluation of Bentonite-Fly Ash Mix for Its Application in Landfill Liners /$cM. M. Younus, S. Sreedeep. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aCompacted landfill liners are required to minimize the migration of harmful contaminants to the surrounding geoenvironment and groundwater. This is mainly achieved by restricting hydraulic conductivity of the compacted liners within a permissible limit of 10-7 cm/s. For geomaterials used in liners, it is important to determine the appropriate range of compaction parameters (water content and dry unit weight) that would ensure hydraulic conductivity and strength characteristics within safe limits. There are not many studies in the literature for specifying such a range for bentonite-fly ash mixes. The addition of cohesionless fly ash would improve the strength and reduce the shrinkage behavior of bentonite but at the same time would increase the hydraulic conductivity. Therefore, it is of utmost importance to determine the ranges of water content and dry unit weight for different bentonite-fly ash mixes that would satisfy the desired ranges of hydraulic conductivity and strength. The objective is to identify the bentonite-fly ash mix that enables maximum use of fly ash, which is advantageous from an environmental perspective. The performance evaluation of different compacted mixes has been done using hydraulic conductivity and unconfined compressive strength as the two reference parameters. The study clearly demonstrates the utility of a bentonite-fly ash mix as a compacted landfill liner. On the basis of the results, it can be noted that up to 70 % by weight of fly ash can be mixed with bentonite for satisfying the requirements of compacted landfill liners. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFly ash. =650 \0$aStrength. =650 \0$aLandfill liners. =650 \0$aWaste containment. =650 \0$aHydraulic conductivity. =650 \0$aPerformance evaluation. =650 \0$aBentonite. =650 \0$aBentonite$xToxicologie. =650 \0$aBentonite$xAspect de l'environnement. =650 14$aLandfill liners. =650 24$aHydraulic conductivity. =650 24$aStrength. =650 24$aBentonite. =650 24$aFly ash. =650 24$aPerformance evaluation. =650 24$aWaste containment. =700 1\$aSreedeep, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104161.htm =LDR 03055nab a2200553 i 4500 =001 JTE103728 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103728$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103728$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519.2/4$223 =100 1\$aHsu, Ya-Chen,$eauthor. =245 13$aAn Effective Procedure for Calculating Weibull Production Yield with Mean Shift /$cYa-Chen Hsu, W. L. Pearn, Yuan-Yi Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aMotorola, Inc. introduced its six sigma production quality initiative to the world in the 1980 s. Six sigma production quality is estimated by assuming a 1.5? shift to the process mean. Bothe provided a statistical reason for considering such a shift in the normal process mean, and he also provided a much more accurate capability calculation to measure the production yield (Bothe, D. R., "Statistical Reason for the 1.5? Shift," Qual. Eng., Volume 14(3), 2002, pp. 479-487). In this paper, we consider Weibull processes, which cover a wide class of non-normal processes. We calculate the mean shift adjustments under various sample sizes n and Weibull parameters, with the power fixed at 0.5. Then, we implement the derived results to develop an effective procedure to accurately calculate the production yield. Finally, to demonstrate the applicability of the proposed approach, the proposed procedure is applied to a real manufacturing process with mean shift. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMean shift. =650 \0$aNon-normal. =650 \0$aProduction yield. =650 \0$aProcess capability index. =650 \0$aWeibull distribution$vTextbooks. =650 \0$aProbabilities. =650 \0$aWeibull distribution. =650 14$aProduction yield. =650 24$aNon-normal. =650 24$aWeibull distribution. =650 24$aMean shift. =650 24$aProcess capability index. =700 1\$aPearn, W. L.,$eauthor. =700 1\$aLi, Yuan-Yi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103728.htm =LDR 03168nab a2200529 i 4500 =001 JTE104492 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104492$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104492$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1175 =082 04$a676$223 =100 1\$aSong, Xueping,$eauthor. =245 10$aCharacterizations of Bamboo Succus And Alkaline Peroxide Mechanical Pulping (APMP) Brightness of Bambusa Chungii /$cXueping Song, Lianxin Luo, Qing Wang, Shuangfei Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe effects of pre-extraction and of the main components of bamboo succus on the alkaline peroxide mechanical pulping (APMP) pulp brightness of bambusa chungii are investigated by gas chromatography-mass spectroscopy (GC-MS) and infrared spectroscopy analysis. The results show that the chromophore and auxochrome groups of unsaturated bonds are plentiful in the bamboo succus. The contents of methyl benzene, xylene, and hydroquinone (75.88%, 0.98%, and 0.41%, respectively) are high in bamboo succus, and the three materials have great effect on APMP brightness, especially the hydroquinone. For the APMP with the bamboo chip by 60% ethanol pre-extracting, the brightness of unbleached pulp is higher about 5% ISO, the brightness of bleached pulp is higher about 4.2% ISO, and the p.c value is lower. If methyl benzene, xylene, and hydroquinone are added into the pulp, the CH3, CH2, acetyl, conjugated carbonyl C = O and C-O can be increased. The XPS analysis indicates that on the surface of pulp, the content of non-carbohydrate and the C = O, O - C - O and O = C - O increases, but the content of carbohydrate decreases if such additives are added. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBrightness. =650 \0$aBamboo succus. =650 \0$aPre-extraction. =650 \0$aPapermaking. =650 \0$aPulping. =650 14$aBamboo succus. =650 24$aPre-extraction. =650 24$aBrightness. =650 24$aAPMP. =700 1\$aLuo, Lianxin,$eauthor. =700 1\$aWang, Qing,$eauthor. =700 1\$aWang, Shuangfei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104492.htm =LDR 02435nab a2200529 i 4500 =001 JTE104285 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104285$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104285$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.P6 =082 04$a620.1/16$223 =100 1\$aWei, Wu.,$eauthor. =245 10$aMicrostructure Characterization of Mesoporous Materials by FE-SEM /$cWu. Wei, Liu Ziwei, Hua Jiajie, Zeng Yi, Li. Yongsheng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThree types of mesoporous materials were observed directly by field emission-scanning electron microscopy (FE-SEM). The effects of accelerating voltage on these materials are discussed. Our results show that low-accelerating voltage could facilitate the observation of SBA-15 and TUD-1 mesoporous zeolite. However, as for mesoporous silica nano-spheres, high-accelerating voltage was helpful for the observation of surface structure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFE-SEM. =650 \0$aSurface structure. =650 \0$aMesoporous materials. =650 \0$aMolecular sieves. =650 \0$aCatalysts. =650 14$aMesoporous materials. =650 24$aFE-SEM. =650 24$aSurface structure. =700 1\$aZiwei, Liu,$eauthor. =700 1\$aJiajie, Hua,$eauthor. =700 1\$aYi, Zeng,$eauthor. =700 1\$aYongsheng, Li.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104285.htm =LDR 02905nab a2200517 i 4500 =001 JTE104159 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104159$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104159$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7874.85 =082 04$a620/.5$223 =100 1\$aHui, Zhang,$eauthor. =245 10$aSolvothermal Synthesis of High Yield CdS Nanowires in Ethylenediamine /$cZhang Hui, Song Guojun, Li. Jianjiang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aHigh yield CdS nanowires were synthesized by a solvothermal method using thiourea and cadmium nitrate tetrahydrate as precursors in ethylenediamine. The products were characterized by X-ray diffraction (XRD), scanning electron microscope (SEM), transmission electron microscopy (TEM), and UV-vis absorption spectroscopic techniques. XRD pattern indicates that the product is the hexagonal wurtzite CdS phase. SEM images show that the product is highly uniform CdS nanowires, and TEM images indicate that the diameter of the nanowires is about 50 nm and the length is up to several micrometers. Selected area electron diffraction (SAED) pattern reveals the as-prepared CdS nanowires' single crystals with a preferential growth direction of (001). According to the experiments, the mechanism of the growth of CdS nanowires is discussed. The UV-vis absorption spectrum is shown to blueshift compared with that of bulk CdS due to the quantum size effect. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHigh yield. =650 \0$aEthylenediamine. =650 \0$aSolvothermal method. =650 \0$aNanowires. =650 \0$aNanowires$xchemistry. =650 14$aCdS nanowires. =650 24$aSolvothermal method. =650 24$aHigh yield. =650 24$aEthylenediamine. =700 1\$aGuojun, Song,$eauthor. =700 1\$aJianjiang, Li.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104159.htm =LDR 03518nab a2200529 i 4500 =001 JTE104288 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104288$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104288$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a620.1/3623$223 =100 1\$aShu, Ming-Hung,$eauthor. =245 10$aPerformance Evaluation and Loss Measures for the Deterioration Process /$cMing-Hung Shu, Peng-Jen Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aThis paper considers a problem of loss measures and setup determination for a process under performance deterioration. Traditionally, to evaluate reliability and performance of the process, a binary-state model, a working (success) state or a failure state, is used to classify its conditions. However, in many cases, the process is deterioration over time, providing that a multiple-state model could be a more realistic model to capture the process deterioration conditions. Hence, the process under performance deterioration is considered as a general Markovian model, which means that its length of time staying in some state depends not only on its present state, but also on how long it has been in the present state. We present an integration method to find the probability function sojourning in each state at some point in time for this deterioration process. Based on probability functions of states, we first present a number of performance-evaluation methods. Then, we integrate a general class of loss functions to construct loss measures for assessing how severe the cost is that this process of deterioration causes at some point in time, as well as the cost over the entire deterioration process. With this measure, the setup time can be determined by the total expected cost over the operation period exceeding a preset threshold value. A tool-wear problem of the friction-drilling process is illustrated throughout the paper. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDeterioration process. =650 \0$aGeneral loss function. =650 \0$aPerformance evaluation. =650 \0$aSetup time determination. =650 \0$aConcrete construction$xMaintenance and repair. =650 \0$aConcrete$xDeterioration. =650 \0$aEfflorescence. =650 14$aDeterioration process. =650 24$aPerformance evaluation. =650 24$aGeneral loss function. =650 24$aSetup time determination. =700 1\$aChen, Peng-Jen,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104288.htm =LDR 04967nab a2200565 i 4500 =001 JTE104455 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104455$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104455$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.7/35$223 =100 1\$aSingh, Dharamveer,$eauthor. =245 10$aComparison of Shape Parameters for Selected Coarse Aggregates in Oklahoma /$cDharamveer Singh, Musharraf Zaman, Sesh Commuri. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b35 =520 3\$aThe performance of pavement can be significantly influenced by the gradation and shape parameters of the aggregates (i.e., angularity, texture, form, and sphericity). An accurate measurement of these properties is important for the development of specifications for the quality control and quality assurance of aggregates. The present study was undertaken in order to compare the shape parameters of different types and sizes of selected coarse aggregates that are commonly used in Oklahoma. Three different types of aggregates-granite, rhyolite, and limestone-were collected from stockpiles. Each type of aggregate was divided into three different sizes of coarse aggregates. These sizes include the following: passing through a 19 mm sieve and retained on a 12.5 mm sieve (CA1), passing through a 12.5 mm sieve and retained on a 9.5 mm sieve (CA2), and passing through a 9.5 mm sieve and retained on a 4.75 mm sieve (CA3). CA1 type aggregates had the largest size, followed by CA2 and CA3. An automated aggregate imaging measurement system was used to measure the shape parameters of the aggregates. The results show that the aggregates become smooth (low texture) and elongated (high form and low sphericity) as their size decreases. No relation was observed between the particle size and the angularity of the aggregates. A comparison of different types of aggregates indicated that, in general, granite aggregates were highly rough (high texture) and cubical (low form and high sphericity) compared to rhyolite and limestone aggregates. Similarly, the angularity of granite aggregates was found to be significantly different than that of rhyolite and limestone aggregates. The ranking of the aggregates was done based on the composite shape index factor (CI) for angularity, form, texture, and sphericity. The CI considers the combined effect of the gradation and shape parameters of aggregates. In addition, the ranking of aggregates was further verified by estimating the dynamic modulus (|E*|) of the mixes composed of granite, rhyolite, and limestone aggregates. The aggregate shape-based model developed by the authors was used to estimate |E*| of a mix using the aggregate shape parameter, frequency, viscosity of the asphalt binder, and volumetric properties of a mix. |E*| of a mix is considered as an important parameter in estimating the performance of flexible pavements in terms of fatigue, rutting, and low temperature cracking. Therefore, the ranking of aggregates based on |E*| of the mixes provides a better understanding of the performance of the aggregates. The results show that both methods for ranking the aggregates (i.e., CI factor and |E*|) showed similar results. Overall, the mix with rhyolite aggregate was ranked first, followed by the mixes with limestone and granite aggregates. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTexture. =650 \0$aAngularity. =650 \0$aSphericity. =650 \0$aAggregates (Building materials)$xTesting. =650 \0$aRoads$xDesign and construction$xQuality control. =650 \0$aAggregate gradation. =650 \0$aRoad construction. =650 \0$aCoarse aggregates. =650 14$aAngularity. =650 24$aTexture. =650 24$aForm. =650 24$aSphericity. =650 24$aAggregate image measurement system. =700 1\$aZaman, Musharraf,$eauthor. =700 1\$aCommuri, Sesh,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104455.htm =LDR 02691nab a2200541 i 4500 =001 JTE12302J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12302J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12302J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD75.4.C34 =082 04$a621.37/2$223 =100 1\$aOhgushi, K.,$eauthor. =245 10$aSensitivity Evaluation of a Disk-type Torque Transducer Used as a Transfer Device /$cK. Ohgushi, K. Ueda, T. Ota, Y. Katase. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aA torque transfer device is used for international comparison between torque standard machines or for comparison verification between a torque standard machine and torque calibration machine. This experimental study revealed a problem in the case of using a high-precision torque transducer as the transfer device. For a disk-type torque transducer, it was found that a considerable deviation in the torque output sensitivity occurred depending on the dimensions of the adapter flange and the fastening torque of the screw bolts directly connecting the torque transducer to the adapter flanges. A solution is proposed to overcome this difficulty. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCalibration. =650 \0$aTorque standard. =650 \0$aTransfer device. =650 \0$aTorque transducer. =650 \0$aUncertainty evaluation. =650 14$aTorque transducer. =650 24$aTransfer device. =650 24$aTorque standard. =650 24$aCalibration. =650 24$aUncertainty evaluation. =700 1\$aUeda, K.,$eauthor. =700 1\$aOta, T.,$eauthor. =700 1\$aKatase, Y.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12302J.htm =LDR 03617nab a2200541 i 4500 =001 JTE12301J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12301J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12301J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP248.2 =082 04$a660.6/072019$223 =100 1\$aHirsch, DB.,$eauthor. =245 10$aTest Method to Determine Flammability of Aerospace Materials /$cDB. Hirsch, HD. Beeson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aQualitative correlations between ground upward flammability tests and flammability testing in microgravity indicate that the NASA STD 6001 Test 1 provides conservative results by sustaining flaming combustion in less severe environments than those in which extinguishment occurs in quiescent microgravity environments. The upward flammability test is conducted in the most severe flaming combustion environment expected in the spacecraft. Its pass/fail test logic does not allow a precise quantitative comparison with other ground or microgravity materials flammability test results. Thus, although reasonable from a flammability safety point of view, the test is likely to eliminate materials that may be safe for use on spacecraft. A different test logic that will determine materials self-extinguishment limits is suggested to address these impediments. Data to support this approach are presented, including self-extinguishment limits in concurrent and countercurrent flows and under quiescent conditions. The proposed method will allow continued use of existing NASA flammability data and make possible quantitative correlations between ground testing and microgravity test results. Quantitative correlations between ground test results and microgravity combustion data will improve the aerospace materials selection process and allow realistic estimates of spacecraft fire extinguishment requirements. Theoretical analyses of flaming combustion will be possible, leading to a better understanding of materials combustion. This will benefit not only the aerospace community, but also the combustion community at large. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCombustion. =650 \0$aFlammability. =650 \0$aMicrogravity. =650 \0$aTest methods. =650 \0$aAerospace materials. =650 \0$aBiotechnology$xResearch. =650 \0$aSpace biology$xResearch. =650 14$aTest methods. =650 24$aFlammability. =650 24$aAerospace materials. =650 24$aCombustion. =650 24$aMicrogravity. =700 1\$aBeeson, HD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12301J.htm =LDR 02861nab a2200577 i 4500 =001 JTE12296J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12296J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12296J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRD119.5.L55 =082 04$a617/.95$223 =100 1\$aYoshida, N.,$eauthor. =245 10$aInfluence of Suction Dissipation on Compression of Compacted Rock Aggregates Due to Immersion /$cN. Yoshida, M. Nishi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThis paper focuses on the influence of suction dissipation upon the development of compressive settling in compacted rock aggregates due to immersion. The influence of disintegration of the material upon the development of compressive settling is also addressed. For this, a staged compression-immersion test is carried out on compacted quartz porphyry as well as mudstone aggregates. The results show that for the quartz porphyry aggregates, the influence of suction is slight. For the mudstone aggregates, a relatively high suction exists initially, probably due to the inherent nature of this type of rock, and the influence of the dissipation of mere suction upon compressive settling could be smaller than that of disintegration or degradation of the aggregates. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSuction. =650 \0$aMudstone. =650 \0$aImmersion. =650 \0$aDeterioration. =650 \0$aRock aggregates. =650 \0$aCompressive settling. =650 \0$aLiposuction. =650 \0$aSurgery, Plastic. =650 \0$aAdipose Tissue$xsurgery. =650 14$aRock aggregates. =650 24$aMudstone. =650 24$aSuction. =650 24$aCompressive settling. =650 24$aImmersion. =650 24$aDeterioration. =700 1\$aNishi, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12296J.htm =LDR 03109nab a2200541 i 4500 =001 JTE12294J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12294J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12294J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aShenoy, A.,$eauthor. =245 10$aModel-Fitting the Master Curves of the Dynamic Shear Rheometer Data to Extract a Rut-controlling Term for Asphalt Pavements /$cA. Shenoy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThe dynamic shear rheometer is currently being used by the asphalt community for determination of the viscoelastic properties of asphalts following the recommendations of the Strategic Highway Research Program. The Superpave specification parameter |G*|/sin? was identified as the term to be used for high temperature performance grading of paving asphalts in rating the binders for their rutting resistance. However, this term was found to be inadequate in describing the rutting performance of certain binders, particularly, the polymer-modified ones. A refinement of the Superpave specification parameter for performance grading of asphalt led to the evolution of the term |G*|/(1 - (1/tan? sin?)). This performance-based specification term was shown to be more sensitive to the variations in the phase angle ? than the Superpave specification parameter and thus was found to describe the unrecovered strain in the binders more accurately, especially in the case of polymer-modified asphalts. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMaster curve. =650 \0$aFrequency sweep. =650 \0$aRheological model. =650 \0$aDynamic shear rheometer. =650 \0$aasphalt pavements. =650 \0$aPolymers$xMechanical properties. =650 14$aDynamic shear rheometer. =650 24$aSuperpave specification parameter. =650 24$aFrequency sweep. =650 24$aMaster curve. =650 24$aRheological model. =650 24$aPerformance-related specifications. =650 24$aPolymer-modified asphalts. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12294J.htm =LDR 03181nab a2200565 i 4500 =001 JTE12298J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12298J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12298J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aAbd-Allah, NM.,$eauthor. =245 10$aFatigue Crack Growth in Cantilever Bending Under Displacement Control /$cNM. Abd-Allah, MM. Megahed, AM. Eleiche. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aFatigue crack growth (FCG) behavior of two martensitic steel grades was investigated using a single edge-notched bend specimen fixed beyond the notched section in cantilever bending under displacement control. This task was made possible by a new and original testing methodology developed on the basis of finite element analyses to define valid boundary conditions and the corresponding stress intensity factor K-expression for the test specimen. The behavior has been described including the nearthreshold zone and the second zone of relatively high FCG rates. Results for the two steel grades were found to correspond well with the empirical models reported in the literature. This confirms the validity of the methodology proposed in the present paper, which can be attributed to: (1) the accurate K-expression for the test specimen, (2) the proper definition of the boundary conditions adopted during testing, and (3) the validity of the adopted boundary conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStress intensity. =650 \0$aK-decreasing test. =650 \0$aK-increasing test. =650 \0$aFatigue crack growth. =650 \0$afinite element analysis. =650 \0$aStructural analysis (Engineering) =650 14$aStress intensity. =650 24$aFatigue crack growth. =650 24$aNormalized K-gradient in FCG testing. =650 24$aFatigue cracking under constant displacement amplitude. =650 24$aK-decreasing test. =650 24$aK-increasing test. =650 24$aFinite element analysis. =700 1\$aMegahed, MM.,$eauthor. =700 1\$aEleiche, AM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12298J.htm =LDR 03497nab a2200553 i 4500 =001 JTE12304J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12304J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12304J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aAbbas, A.,$eauthor. =245 14$aThe Influence of Laboratory Aging Method on the Rheological Properties of Asphalt Binders /$cA. Abbas, BC. Choi, E. Masad, T. Papagiannakis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aAsphalt binders used in asphalt concrete roadway pavements experience aging during construction and subsequently during their service lives. Aging is the combined effect of the evaporation of volatile compounds and the chemical reaction of residual compounds with oxygen. This aging affects the rheological properties of asphalt binders. The SuperpaveTM testing and specification system uses two laboratory procedures for aging of binders prior to measuring their rheological properties, namely the rolling thin film oven (RTFO) and the pressure aging vessel (PAV). These two procedures are used to simulate the aging that takes place during construction and during service, respectively. This paper examines whether the SuperpaveTM prescribed sequence of binder aging procedures (i.e., the RTFO followed by the PAV) is necessary, or whether similar binder rheological properties are obtained using the PAV procedure only. For this purpose, three binders were tested, namely an unmodified PG 64-28, an SBS polymer-modified binder of the same grade, and an SBS polymer-modified PG 76-28. The low temperature and fatigue rheological properties were measured by a bending beam rheometer (BBR) and a dynamic shear rheometer (DSR), respectively. The findings of the study suggest that, with a few exceptions, the rheological properties measured after aging with the RTFO followed by PAV are significantly different than those obtained after PAV aging only. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAging. =650 \0$aFatigue. =650 \0$aAsphalt binder. =650 \0$aLow temperature. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aAsphalt binder. =650 24$aAging. =650 24$aLow temperature. =650 24$aFatigue. =700 1\$aChoi, BC.,$eauthor. =700 1\$aMasad, E.,$eauthor. =700 1\$aPapagiannakis, T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12304J.htm =LDR 03073nab a2200517 i 4500 =001 JTE12299J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12299J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12299J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aKuo, C-Y,$eauthor. =245 10$aCorrelating Permanent Deformation Characteristics of Hot Mix Asphalt with Aggregate Geometric Irregularities /$cC-Y Kuo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aRegression analyses were performed to study the correlation between the permanent deformation characteristics of hot mix asphalt (HMA) mixtures and their aggregate geometric irregularities. Permanent deformation of HMA mixtures was characterized by permanent strain, creep modulus, and slope of the creep curve from unconfined repeated load deformation tests. The fine aggregate angularity (FAA) test was used to characterize fine aggregates while coarse aggregates were characterized with either the particle index (PI) test, the modified National Aggregate Association flow test (modified NAA), or image analysis. Regression analyses indicate strong correlation between the permanent deformation characteristics of HMA mixtures and the aggregate geometric irregularities. Use of imaging indices for characterizing coarse aggregates gives better coefficients of determination than do other coarse aggregate characteristics such as PI and modified NAA. The imaging indices have major potential in evaluating aggregate geometric irregularities for engineering analysis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImage analysis. =650 \0$aHot mix asphalt. =650 \0$aRegression analysis. =650 \0$aPermanent deformation. =650 \0$aasphalt pavements. =650 \0$aPolymers$xMechanical properties. =650 14$aHot mix asphalt. =650 24$aPermanent deformation. =650 24$aAggregate geometric irregularities. =650 24$aRegression analysis. =650 24$aImage analysis. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12299J.htm =LDR 03037nab a2200505 i 4500 =001 JTE12295J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12295J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12295J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aChen, J-S,$eauthor. =245 10$aEvaluation of an Accelerated Pavement Testing Facility and Development of its Load Equivalence Factors /$cJ-S Chen, K-Y Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aAn accelerated pavement testing facility (APTF) was used to simulate the effect of traffic on pavement performance. An enhanced procedure was developed in this study to calculate the load equivalence factors (LEF) for APTF. Results indicated that this procedure is feasible to evaluate the effect of heavy axle loadings on pavement performance under an accelerated rate. The pavement performance after APTF followed the trend observed on full-scale test roads. Based on the present serviceability index loss of the APTF data, it was found that an eighth-power law existed for the APTF in contrast to the fourth-power law in full-scale test roads. This implied that the LEF for APTF single axle loads of the same configuration was equal to the ratio of the axle weights raised to the eighth power. This finding explained why pavements tested by the APTF failed much faster than regulated loading. Critical loads, however, appeared to be present for pavements tested by the APTF. Pavements tested with loads greater than the critical load might fail predominantly by traffic loading. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTest road. =650 \0$aPavement performance. =650 \0$aLoad equivalence factor. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aLoad equivalence factor. =650 24$aAccelerated pavement testing facility. =650 24$aPavement performance. =650 24$aTest road. =700 1\$aLin, K-Y,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12295J.htm =LDR 03474nab a2200565 i 4500 =001 JTE12297J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12297J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12297J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aSipics, MJ.,$eauthor. =245 10$aEvaluation of the Uniaxiality of the Stress State in O-Ring Fracture Strength Specimens /$cMJ. Sipics, AE. Segall, JC. Conway. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aTo investigate the experimental implications of using O-ring specimens for evaluating the fracture strength of ceramics in tubular form, a statistically designed series of finite element analysis (FEA) calculations was performed. These calculations focused on the ranges of specimen dimensions and loading distributions required to maintain a uniaxial stress state within the O-ring specimen under diametral loading. Results of the FEA calculations indicated that the degree of uniaxiality of the O-ring stress state could be described completely by a combination of the depth-to-thickness ratio (b/t) and the inner radius-to-outer radius ratio (ri/rc). It was also found that a relatively wide range of geometries can be accurately used to extract fracture strength design data, provided b/t does not get too large nor ri/ro too close to zero. However, there is cause for concern when b/t->0 or ri/ro->1, as this implies a small sample of material (and flaws) in the critical tensile stress region. Results also indicated that the uniaxiality of the O-ring stress state followed the expected 1/v dependence so that the behaviors of different materials can be easily surmised from the current results. On the other hand, load magnitude did not seem to have any effect on the stress-state despite the Boussinesq-type loading, while the distribution of the load over a finite contact area section could. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aO-ring. =650 \0$aFracture. =650 \0$aStrength. =650 \0$aDimensions. =650 \0$aUniaxiality. =650 \0$afinite element analysis. =650 \0$aStructural analysis (Engineering) =650 14$aO-ring. =650 24$aFracture. =650 24$aStrength. =650 24$aUniaxiality. =650 24$aDimensions. =650 24$aFinite element analysis. =700 1\$aSegall, AE.,$eauthor. =700 1\$aConway, JC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12297J.htm =LDR 03387nab a2200493 i 4500 =001 JTE12303J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12303J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12303J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP156.D5 =082 04$a660.28425$223 =100 1\$aMontemayor, RG.,$eauthor. =245 10$aPrecision and Relative Bias of Automatic and Manual D 1078 Distillation /$cRG. Montemayor. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aASTM D 1078 Distillation Range of Volatile Organic Liquids is included in the specifications for a number of organic materials used in the paint and related coatings industry, such as hydrocarbon solvents, olefinic solvents, alcohols, ketones, glycols, and esters. Historically, only manual D 1078 distillation has been used. In the last decade, however, the use of automatic distillation has become increasingly prevalent. There are fewer and fewer laboratories that use the manual method. In order to be able to incorporate automatic instruments into the present D 1078, it was necessary to establish the comparative precision and relative bias of the automatic D 1078 procedure to the manual D 1078 procedure. An interlaboratory study was conducted in the summer of 2000 involving six samples of varying distillation ranges, ten laboratories that used automatic instruments, and five laboratories that used manual instruments. The precisions for the initial boiling point, 50% boiling point, and the dry point were found to be dependent on the boiling point temperature. The precision for the distillation range was found to be dependent on the distillation range. Automatic D 1078 distillation results were found to be statistically equivalent to manual D 1078 distillation results. The average relative bias for the six samples included in the study was 0.5°C. ASTM D 1078 has been revised to reflect the new precision value and relative bias of the automatic D 1078 and the manual D 1078 distillation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDry point (DP) =650 \0$aDistillation range. =650 \0$aDistillation. =650 \0$aChemical engineering. =650 14$aDistillation. =650 24$aInitial boiling point (IBP) =650 24$a50% boiling point. =650 24$aDry point (DP) =650 24$aDistillation range. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12303J.htm =LDR 02967nab a2200565 i 4500 =001 JTE12300J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12300J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12300J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD262 =082 04$a547$223 =100 1\$aIsmaeel, AA.,$eauthor. =245 10$aScheduling of Pipelined Data Paths for On-line Testability /$cAA. Ismaeel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aThis paper presents a time-constrained scheduling of a pipelined data path with the perspective of improving on-line testability. The testability is incorporated at the scheduling phase of the synthesis. Being a presynthesis method, the approach minimizes the area overhead. Operations of the same type are assigned to resources called functional units (FU). The on-line testing is carried out by capturing selective input and output variables of a circuit under test (CUT) in time frames called passes. The captured variables are shifted out to an external testing unit for verification. Each FU of the CUT is tested at least once in each pass. Minimizing the number of variables needed to test all FUs reduces the testing time. Thus, the scheduling is performed with the objective of improving on-line testability by minimizing the number of FUs and the number of variables needed to test all FUs. Promising results are obtained on benchmark examples. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aData-path. =650 \0$aPipelined. =650 \0$aScheduling. =650 \0$aTestability. =650 \0$aMinimization. =650 \0$aFunctional units. =650 \0$aHigh-level synthesis. =650 \0$aOrganic compounds$xSynthesis. =650 14$aScheduling. =650 24$aHigh-level synthesis. =650 24$aPipelined. =650 24$aData-path. =650 24$aTestability. =650 24$aFunctional units. =650 24$aMinimization. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12300J.htm =LDR 02843nab a2200601 i 4500 =001 JTE12076J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12076J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12076J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519.2/4$223 =100 1\$aMiyata, T.,$eauthor. =245 12$aA Proposal for Specimen Size Requirements in Toughness Qualification with the Weibull Stress Criterion /$cT. Miyata, T. Tagawa, H. Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe specimen size requirements in toughness qualification are discussed on the basis of a statistical local fracture criterion approach. The Weibull stress criterion for cleavage fracture is applied to the constraint loss field at the crack tip described with the toughness scaling model (TSM). The proposed new model demonstrates that the TSM is a particular case for a material with a particular combination of the Weibull shape parameter, m, and the strain hardening exponent, n. Based on this model, alternative size requirements for ASTM standards are proposed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-integral. =650 \0$aWeibull stress. =650 \0$aConstraint loss. =650 \0$aToughness scaling model. =650 \0$aWeibull shape parameter. =650 \0$aWeibull distribution. =650 \0$aWeibull method. =650 \0$aDistribution (Probability theory) =650 14$aCleavage fracture toughness. =650 24$aCrack tip stress field. =650 24$aJ-integral. =650 24$aSpecimen size requirement. =650 24$aConstraint loss. =650 24$aToughness scaling model. =650 24$aWeibull stress. =650 24$aWeibull shape parameter. =700 1\$aTagawa, T.,$eauthor. =700 1\$aYang, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12076J.htm =LDR 02532nab a2200529 i 4500 =001 JTE12075J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12075J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12075J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.H1 =082 04$a547/.031$223 =100 1\$aJoshi, RC.,$eauthor. =245 10$aReexamination of ASTM C 1202-Standard Test Method for Electrical Indication of Concrete's Ability to Resist Chloride Ion Penetration /$cRC. Joshi, S. Chatterji, G. Achari, P. Mackie. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe electrolytic processes in the ASTM C 1202 chloride penetration test method have been reexamined both theoretically and experimentally. The analyses show that hydroxyl (OH-) ion generated at the cathode during testing carries a substantial part of the current and that chloride (Cl-) ion is not the sole current carrier. Attention has also been drawn to the implication of the experimental results on the determination of the Cl- ion diffusivity by the ASTM C 1202 experimental setup. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aChloride. =650 \0$aHydroxyl. =650 \0$aElectrolyte processes. =650 \0$aHydroxyl group. =650 \0$aHydroxylering. =650 \0$aBiomoleculen. =650 14$aElectrolyte processes. =650 24$aChloride. =650 24$aHydroxyl. =700 1\$aChatterji, S.,$eauthor. =700 1\$aAchari, G.,$eauthor. =700 1\$aMackie, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12075J.htm =LDR 03181nab a2200505 i 4500 =001 JTE12068J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12068J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12068J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1634 =082 04$a6.37$223 =100 1\$aFrost, JD.,$eauthor. =245 10$aEfficient Mitigation of Edge Effects in Nearest-Neighbor Analysis /$cJD. Frost, DR. Saussus. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThe properties of soils and other civil engineering construction materials are influenced by the microstructural arrangement of the particles. The characterization of the spatial arrangement and distribution of microstructural features are therefore of importance if the mechanical properties of materials commonly used in civil engineering are to be better understood. Numerous statistical methods have been developed to characterize the spatial arrangement of microstructural features. However, care must be taken in implementing these methods using automated imaging systems to analyze finite quantities of features so that bias due to edge effects and other factors is not introduced. A new method for mitigating edge effects when nearest-neighbor analysis is being performed is proposed in this paper. The method is validated using synthetic square and triangular patterns for which the spatial arrangement free of edge effects (unbiased) is already known. Use of the method to analyze a real dataset representing the peripheral packing arrangement of sand particles in triaxial specimens is described. The results indicate that the new method is able to mitigate edge effects and offer substantial savings in terms of efficiency of data collection and analysis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEdge effects. =650 \0$aImage analysis. =650 \0$aPacking arrangement. =650 \0$aNearest-neighbor analysis. =650 \0$aComputer vision. =650 14$aNearest-neighbor analysis. =650 24$aEdge effects. =650 24$aPacking arrangement. =650 24$aImage analysis. =700 1\$aSaussus, DR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12068J.htm =LDR 02617nab a2200505 i 4500 =001 JTE12071J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12071J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12071J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA646 =082 04$a624.1/71$223 =100 1\$aFett, T.,$eauthor. =245 10$aMeasurement of Young's Moduli for Lead Zirconate Titanate (PZT) Ceramics /$cT. Fett, D. Munz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aKnowledge of the Young's moduli is necessary for piezoelectric ceramics in order to separate the total deformation into an elastic and a plastic contribution. The methods for the determination of the Young's moduli, well known from conventional ceramics, are much more complicated due to the special electrical boundary conditions. The main aim of the report is to discuss the question in which mechanical tests the conditions of a constant electrical field are fulfilled and in which type of test constant dielectric displacements occur. It will be illustrated that the results from tests with homogeneous stress states are much more trustworthy than results from bending tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPZT ceramics. =650 \0$aYoung's modulus. =650 \0$aPiezoelectric ceramics. =650 \0$aPiezoelectric devices. =650 \0$aStructural analysis (Engineering) =650 14$aPiezoelectric ceramics. =650 24$aYoung's modulus. =650 24$aElectrical boundary conditions. =650 24$aPZT ceramics. =700 1\$aMunz, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12071J.htm =LDR 02550nab a2200493 i 4500 =001 JTE12074J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12074J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12074J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.84 =082 04$a620.1/127$223 =100 1\$aFriesel, M.,$eauthor. =245 10$aStochastic Resonance in Acoustic Emission /$cM. Friesel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aStochastic resonance allows below-threshold signals to be detected because of the presence of favorable background noise. In this paper the author describes stochastic resonance and anti-resonance and presents some examples to illustrate how these affect the detection rates of acoustic emission signals or ultrasonic pulses in low signal-to-noise environments. The author introduces the signal fraction, a measure for quantifying the fraction of detected events that contain a signal that appears to have advantages over the signal-to-noise ratio for certain kinds of data, and a formalism for calculating the probability of signal detection when the noise is a time-dependent sinusoid. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSignal fraction. =650 \0$aStochastic resonance. =650 \0$aSignal-to-noise ratio. =650 \0$aAcoustic emission. =650 \0$aAcoustic emission testing. =650 14$aAcoustic emission. =650 24$aSignal fraction. =650 24$aSignal-to-noise ratio. =650 24$aStochastic resonance. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12074J.htm =LDR 03098nab a2200505 i 4500 =001 JTE12069J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12069J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12069J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA347.F5 =082 04$a620.00151825$223 =100 1\$aJavidrad, F.,$eauthor. =245 10$aExperimental and Numerical Study of Delamination Growth Induced by a Transverse Crack in Unidirectional Laminates Subjected to Bending Loads /$cF. Javidrad. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aThis paper presents the results of an experimental and numerical investigation into the mixed-mode delamination growth initiated from a transverse crack in unidirectional laminates under the three-point-bend test condition. The delamination growth was found to be stable both numerically and experimentally. Two data reduction methods, the compliance calibration and the finite element-based data reduction, were used to analyze test results. It was shown that the latter method gives better results. The finite element delamination growth modeling incorporating the linear growth criterion was also used to model the growth of delamination. Very good agreement between numerical and experimental results was achieved. This type of specimen has the advantage of being very easy to prepare. There is no need to implant an artificial delamination as required for most interlaminar tests. The data reduction method using finite element analysis is straightforward. Therefore, this type of test specimen can be used effectively for determination of mixed-mode fracture toughness of laminated composites. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack growth. =650 \0$aFinite element. =650 \0$aLaminated composites. =650 \0$aMixed-mode delamination. =650 \0$aFiniteelementmethod. =650 14$aLaminated composites. =650 24$aMixed-mode delamination. =650 24$aCrack growth. =650 24$aFinite element. =650 24$aStrain energy release rate. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12069J.htm =LDR 02728nab a2200541 i 4500 =001 JTE12070J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12070J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12070J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a620.1/123$223 =100 1\$aItani, AM.,$eauthor. =245 10$aDisplacement Ductility of Steel Members under Axial Tension /$cAM. Itani, J. Woodgate. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThis paper discusses the results of an experimental investigation conducted on seven ASTM A 36 steel members subjected to axial tension. The members were chosen with various ratios of net cross-sectional area An to gross cross-sectional area Ag. The specimens were subjected to incremental axial displacement until fracture to determine the displacement ductility of each speci men. The results of this study showed that the displacement ductil ity is highly dependent on the ratio An/Ag and the geometrical shape of the member. It was also found if the ratio An/Ag is less than the specified yield stress to ultimate strength Fy/Fu, the displacement ductility will be close to 1, which means the member will fail in a brittle manner. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNet area. =650 \0$aGross area. =650 \0$aYield stress. =650 \0$aUltimate strength. =650 \0$aDisplacement ductility. =650 \0$aStrains and stresses. =650 \0$aMechanical prestressing. =650 14$aDisplacement ductility. =650 24$aNet area. =650 24$aGross area. =650 24$aYield stress. =650 24$aUltimate strength. =700 1\$aWoodgate, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12070J.htm =LDR 03275nab a2200625 i 4500 =001 JTE12072J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12072J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12072J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN970 =082 04$a553.52$223 =100 1\$aWu, C.,$eauthor. =245 10$aStatistical Properties of the Bukit Timah Granite in Singapore /$cC. Wu, H. Hao, Y. Zhou. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe mechanical behavior of rock mass is affected strongly by its material properties. This paper carries out statistical analyses of the material properties of a rock mass. Statistical analyses of the material constants and the initial damage parameter of the rock mass are performed by using both field and laboratory test data. Based on the measured properties of rock specimens, the elastic modulus, uniaxial compressive strength, and the Poisson's ratio of rock are each found to have normal distributions and the tensile strength to have the gamma distribution. By using Monte Carlo simulation, the equivalent critical tensile strain is found to have the normal distribution. The initial damage of the rock mass, which describes the effects of naturally existing geological discontinuities in a rock mass, is estimated using the field-measured longitudinal and transverse elastic wave velocities. It is found to have the beta distribution. These distributions of rock properties can be used in statistical analyses of the rock mass responses to both static and dynamic loads. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrain. =650 \0$aStrength. =650 \0$aInitial damage. =650 \0$aLaboratory test. =650 \0$aPoisson's ratio. =650 \0$aField seismic survey. =650 \0$aStatistical distribution. =650 \0$aGranite. =650 \0$aMineral resources. =650 \0$aGranitic rocks. =650 14$aStatistical distribution. =650 24$aGranite. =650 24$aStrength. =650 24$aStrain. =650 24$aPoisson's ratio. =650 24$aInitial damage. =650 24$aLaboratory test. =650 24$aField seismic survey. =700 1\$aHao, H.,$eauthor. =700 1\$aZhou, Y.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12072J.htm =LDR 02596nab a2200517 i 4500 =001 JTE12073J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12073J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12073J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.F55 =082 04$a363.72/88$223 =100 1\$aPandian, NS.,$eauthor. =245 10$aLeaching Studies on ASTM Type F Fly Ashes by an Accelerated Process Method /$cNS. Pandian, S. Balasubramonian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aAmong the various uses for fly ash, geotechnical application is one that offers scope for large-scale utilization. Due to its low unit weight, good frictional properties, and non-plastic nature, fly ash can be used effectively as a fill material in low-lying areas, as a backfill material, as an embankment material, etc. However, the possibility of toxic metals being leached out, leading to surface and/or groundwater contamination, has to be examined. This paper presents such an investigation carried out on two Indian fly ashes. The studies indicate that the pH of the solution plays an important role in the leaching behavior of fly ashes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFly ash. =650 \0$aLeaching. =650 \0$aMetal ions. =650 \0$aPrecipitation. =650 \0$aFly ash$xIndustrial applications. =650 \0$aFly ash$xEnvironmental aspects. =650 14$aLeaching. =650 24$aMetal ions. =650 24$aPrecipitation. =650 24$aFly ash. =700 1\$aBalasubramonian, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12073J.htm =LDR 03770nab a2200553 i 4500 =001 JTE10689J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10689J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10689J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA406 =082 04$a620.1123$223 =100 1\$aBurch, PR.,$eauthor. =245 12$aA Pilot Experiment to Determine the Feasibility of Reconstituting Tested Irradiated Charpy V Specimens /$cPR. Burch. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThe role of the Charpy V impact test specimen is well established in irradiation studies of reactor pressure vessel materials and forms the basis for the safety justification of light-water reactor pressure vessels throughout their service life. This report details the experimental work carried out towards determining the feasibility of reconstituting further Charpy V specimens from previously tested Charpy V specimens. In this pilot study each broken half of an A533(B) (Unified Numbering System [UNS] K12539) type plate and a submerged are weld metal Charpy V specimen was electron beam welded between two extension pieces of compatible material (A533(B) plate) with matching cross section. After minimal machining each reconstituted Charpy V specimen was impact tested. To validate this technique, broken halves of three high and three low energy Army Materials and Mechanics Research Center (AMMRC) standardized calibration Charpy V specimens were also reconstituted. In addition, a simple photoelastic study was carried out on a replica Charpy V specimen made from birefringent material. This was an attempt to assess the minimum size of test material that could be reconstituted into a Charpy V specimen. In all instances the results were extremely encouraging, especially in the case of the reconstituted AMMRC specimens, and indicated both the feasibility and validity of reconstituting tested Charpy V specimens of low alloy steel reactor pressure vessel type materials. In addition, it is apparent that as small as a 10-mm "insert" of test material could be successfully reconstituted. The results are discussed and speculation made as to the potential use of this technique with respect to irradiated material. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIrradiation. =650 \0$aImpact tests. =650 \0$aElectron beam welding. =650 \0$aReactor pressure vessel. =650 \0$aPhotoelasticity. =650 \0$aenergy. =650 \0$alow alloy steels. =650 14$aImpact tests. =650 24$aEnergy. =650 24$aLow alloy steels. =650 24$aReactor pressure vessel. =650 24$aIrradiation. =650 24$aElectron beam welding. =650 24$aPhotoelasticity. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10689J.htm =LDR 02757nab a2200565 i 4500 =001 JTE10693J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10693J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10693J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHV5824.W6 =082 04$a362.29/82/0820973$223 =100 1\$aLai, Z.,$eauthor. =245 12$aA New Method for the Determination of the Critical Value of Crack Tip Opening Displacement at the Initiation of Crack Growth Using a Single Three-Point Bend Specimen /$cZ. Lai, J. Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aAn analytical method for the determination of critical value of crack tip opening displacement at initiation of crack growth ?c of a three-point bend specimen is presented. It is based on the formulation of subcritical crack growth in such a specimen. The values of ?c obtained by this single specimen method are in excellent agreement with those obtained by the standard multispecimen method. It is emphasized that it would be necessary to use blunting line correction when the multispecimen method is used. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack initiation. =650 \0$aMultispecimen method. =650 \0$aSingle specimen method. =650 \0$aSubcritical crack growth. =650 \0$aCrack. =650 \0$aCocaine-Related Disorders. =650 \0$aCrack Cocaine. =650 14$aCrack initiation. =650 24$aSubcritical crack growth. =650 24$aThree-point bend specimen. =650 24$aCrack tip opening displacement. =650 24$aSingle specimen method. =650 24$aMultispecimen method. =650 24$aElastic-plastic fracture toughness. =700 1\$aZhang, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10693J.htm =LDR 02685nab a2200625 i 4500 =001 JTE10690J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10690J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10690J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN800 =082 04$a553.2/4$223 =100 1\$aRose, CD.,$eauthor. =245 10$aVariances in Sampling Streams of Coal /$cCD. Rose. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aBeginning with the postulate that the serial correlation in an infinite population is invariant with respect to segment mass, expressions are developed for variance as a function of mass and expected variance of the mean using random, stratified random, or systematic sampling of a linear population. The expression for variance as a function of mass is shown to agree well with data from one coal experiment and to be the same as an empirical formula developed from agricultural experiments. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEntropy. =650 \0$aAnisotropy. =650 \0$aHeterogeneity. =650 \0$aRandom sampling. =650 \0$aLinear population. =650 \0$aSerial correlation. =650 \0$aSystematic sampling. =650 \0$aIntraclass correlation. =650 \0$aCoal. =650 \0$aCoal$xEnvironmental aspects. =650 \0$aPollutants$xCoal. =650 14$aRandom sampling. =650 24$aStratified random sampling. =650 24$aSystematic sampling. =650 24$aLinear population. =650 24$aEntropy. =650 24$aSerial correlation. =650 24$aIntraclass correlation. =650 24$aHeterogeneity. =650 24$aAnisotropy. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10690J.htm =LDR 03124nab a2200589 i 4500 =001 JTE10691J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10691J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10691J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN853 =082 04$a665/.5388$223 =100 1\$aMamlouk, MS.,$eauthor. =245 10$aAnalysis of Nonlinear Behavior of Asphalt Concrete During Marshall Test /$cMS. Mamlouk, YM. Yuan, NT. Tseng, GC. Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe Marshall method is one of the most common techniques used in the design of asphalt concrete mixes. However, the structural behavior of the asphalt concrete specimen during the Marshall test is not clearly understood. In this study the stress distribution and displacements that occur in the specimens at different loading stages in a Marshall test are evaluated, based on results of unconfined compression test and a nonlinear plane-stress finite element analysis. Analytical predictions show that large stress concentration occurs near the points of separation between the Marshall specimen and the loading heads, and that values of the displacements are close to those observed experimentally. Extension of this study may lead to the development of relations between Marshall stability and flow values and the asphalt mixture strength parameters based on principles of mechanics that are necessary in the structural modeling of the pavement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aDisplacement. =650 \0$aBituminous concretes. =650 \0$aFinite element analysis. =650 \0$aMarshall test. =650 \0$aHveem test. =650 \0$aMix design. =650 14$aBituminous concretes. =650 24$aStresses. =650 24$aDisplacement. =650 24$aMarshall test. =650 24$aFinite element analysis. =650 24$aNonlinear material properties. =650 24$aUnconfined compression test. =700 1\$aYuan, YM.,$eauthor. =700 1\$aTseng, NT.,$eauthor. =700 1\$aLee, GC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10691J.htm =LDR 02186nab a2200517 i 4500 =001 JTE10695J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10695J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10695J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE183 =082 04$a625.7068/1$223 =100 1\$aKu, HH.,$eauthor. =245 10$aCertificate Values-What Do They Mean and How They Should Be Used /$cHH. Ku. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aThe meanings of commonly used uncertainty statements associated with certified values of Standard Reference Materials are explained. In particular, the implications of these statements are interpreted in nonstatistical terms for the users. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStandards. =650 \0$aValue engineering. =650 \0$aProbability theory. =650 \0$aStandard deviation. =650 \0$avalueengineering. =650 \0$aHighway engineering$xCost control. =650 \0$aHighway departments$xManagement. =650 14$aStandards. =650 24$aValue engineering. =650 24$aProbability theory. =650 24$aStandard deviation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10695J.htm =LDR 03759nab a2200649 i 4500 =001 JTE10692J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10692J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10692J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD9539.A62 =082 04$a338.476737228$223 =100 1\$aSantner, JS.,$eauthor. =245 12$aA Constant Amplitude Fatigue Study of an Aluminum Powder Metallurgy Alloy /$cJS. Santner, G. Campbell. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aThree test conditions were chosen to conduct multiple constant amplitude fatigue tests on a powder metallurgy (P/M) aluminum alloy. These test conditions were chosen to produce mean target fatigue lives near 1, 50, and 200 kilocycles. A statistical rule was used to select specimens for fractographic examination. Two product forms, a forging and an extrusion, were tested in both the L and L-T orientation. The forging has approximately an 8% lower yield strength and a 20% higher reduction in area than the extrusion. At the 1-kilocycle target fatigue life, the more ductile forging has a statistically better fatigue performance. Beyond 10 kilocycles, the higher strength extrusion appears to have a longer life, although this was not statistically verified. It is suspected this is because of the increased variance at these longer fatigue lives. Further testing is required to verify this point. Additional testing of the extrusion showed that if the data are fitted to a Weibull model, the P/M extrusion has a vastly different failure rate than reported for ingot metallurgy (I/M) products. A decreasing failure rate for the P/M extrusion was verified with a nonparametric test. The difference in failure rates may be related to the finer grain size and constituent particle size found in P/M aluminum products. Additional study is needed to verify this hypothesis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue life. =650 \0$aPowder alloys. =650 \0$aAluminum forging. =650 \0$aLow cycle fatigue. =650 \0$aAluminum extrusion. =650 \0$aHigh cycle fatigue. =650 \0$aX7091 aluminum alloy. =650 \0$aLog-normal distribution. =650 \0$aAluminumpowder. =650 \0$aAluminum industry and trade. =650 14$aFatigue life. =650 24$aPowder alloys. =650 24$aWeibull density functions. =650 24$aLow cycle fatigue. =650 24$aHigh cycle fatigue. =650 24$aRapidly solidified aluminum. =650 24$aAluminum extrusion. =650 24$aAluminum forging. =650 24$aCT 91 aluminum alloy. =650 24$aX7091 aluminum alloy. =650 24$aLog-normal distribution. =700 1\$aCampbell, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10692J.htm =LDR 02680nab a2200517 i 4500 =001 JTE10694J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10694J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10694J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQP435 =082 04$a612.8$223 =100 1\$aLawless, H.,$eauthor. =245 10$aContextual Effects in Category Ratings /$cH. Lawless. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aIn sensory evaluations of consumer products, panels of observers often use ratings on category scales to assess differences in the sensory characteristics of products. However, use of rating scales, especially by naive observers, is prone to several biases that may act to distort such judgments. Observers learn about the range and distribution of sensory values for a given characteristics, and then adjust their judgments of that characteristic so that a full range of the available categories are assigned, and so that the categories are assigned with roughly equal frequency. Unless trained and given a constant frame of reference, observers use category scales as relative, not absolute, scales of judgment, adjusting their internal strandards based upon the recent contexts within which a product was presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRatings. =650 \0$aObservations. =650 \0$aContext effects. =650 \0$aSensory evaluation. =650 \0$aPerception. =650 \0$aSenses and sensation. =650 14$aPerception. =650 24$aRatings. =650 24$aObservations. =650 24$aSensory evaluation. =650 24$aContext effects. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10694J.htm =LDR 02710nab a2200541 i 4500 =001 JTE10688J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10688J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10688J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a620.1/127$223 =100 1\$aMoore, KD.,$eauthor. =245 10$aPositron Evaluation of Hydrogen in a 17 Nickel Maraging Steel /$cKD. Moore, FH. Cocks, PL. Jones. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aDoppler broadening measurements of the ?-ray emmision from positron annihilations have been made on a 17 nickel maraging steel, heat treated to Rockwell hardness, C Scale 49, and subsequently cathodically charged with hydrogen. Changes in the positron annihilation ?-ray spectra were measured using a line shape parameter (S) based on the ratio of central to total spectra area. The recovery of the S parameter as a function of time after hydrogen charging is correlated with hydrogen egress from the metal. The observed sensitivity of this Doppler broadening positron annihilation technique to hydrogen content is attributed to hydrogen compensation of lattice defects (dislocations) in the maraging steel. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHydrogen. =650 \0$aPositron. =650 \0$aMaraging steels. =650 \0$aNondestructive tests. =650 \0$aNondestructive testing. =650 \0$aQuality control. =650 \0$aEngineering inspection. =650 14$aNondestructive tests. =650 24$aPositron. =650 24$aHydrogen. =650 24$aMaraging steels. =700 1\$aCocks, FH.,$eauthor. =700 1\$aJones, PL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10688J.htm =LDR 02120nab a2200469 i 4500 =001 JTE11479J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11479J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11479J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD75.4.C34 =082 04$a621.37/2$223 =100 1\$aPapagiannakis, AT.,$eauthor. =245 10$aCalibration of Weigh-in-Motion Systems Through Dynamic Vehicle Simulation /$cAT. Papagiannakis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThis paper describes two methods for calibrating weigh-in-motion (WIM) systems with the aid of dynamic vehicle simulations. A modified version of the vehicle simulation model VESYM, named VESYMF, is used for predicting the dynamic axle load variation exerted by heavy vehicles at a WIM site. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWeigh-in-motion. =650 \0$aVehicle simulations. =650 \0$aCalibration. =650 \0$aTECHNOLOGY & ENGINEERING$xMechanical. =650 14$aWeigh-in-motion. =650 24$aVehicle simulations. =650 24$aCalibration. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11479J.htm =LDR 02671nab a2200541 i 4500 =001 JTE11488J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11488J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11488J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a666/.94$223 =100 1\$aGibbon, GJ.,$eauthor. =245 12$aA Low-Cost, Computer-Controlled Adiabatic Calorimeter for Determining the Heat of Hydration of Concrete /$cGJ. Gibbon, Y. Ballim, GRH Grieve. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aAn understanding of the rate and amount of heat generated during the early stages of hydration of concrete mixes is essential in the prediction of the thermal behavior of concrete structures. This paper describes the design and operation of a low-cost, computer-controlled adiabatic calorimeter used for the determination of the heat of hydration of concrete mixes using small samples of the concrete. Heat measurements are started approximately 10 min after water is added to the concrete and a continuous plot of the rate of heat generation is obtained. Furthermore, the use of the calorimeter for temperature-matched curing tests on concrete is also discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConcrete. =650 \0$aCalorimetry. =650 \0$aThermal behavior. =650 \0$aHydration. =650 \0$aConcrete hardening. =650 \0$aSilica. =650 \0$aPortlandcement. =650 14$aHydration. =650 24$aConcrete. =650 24$aCalorimetry. =650 24$aThermal behavior. =700 1\$aBallim, Y.,$eauthor. =700 1\$aGrieve, GRH,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11488J.htm =LDR 03063nab a2200517 i 4500 =001 JTE11487J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11487J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11487J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C57 =082 04$a667/.9$223 =100 1\$aRutherford, KL.,$eauthor. =245 10$aTheory and Application of a Micro-Scale Abrasive Wear Test /$cKL. Rutherford, IM. Hutchings. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aA micro-scale abrasion test has recently been developed that allows measurement of the wear resistance of the surface regions of a material. The typical penetration depth is less than 30 ?m. The test uses a simple mechanical and optical system and involves rotating a hard steel sphere against a specimen in the presence of small abrasive particles. The method has been used to investigate the wear resistance of thin PVD coatings (1 to 5 µm), metallic glass ribbons, and paint films in addition to bulk samples of metals, ceramics, and glasses. The associated theory has been extended so that results may be obtained from any curved surface. This furthers its applicability to practical surface-engineered components such as twist drills, bearings, turbine blades, and biomedical prostheses. A detailed characterization of the experimental procedure has been undertaken to provide an understanding of the repeatability and sensitivity of the test. In a study of cutting-tool coatings, the wear resistance measured by this method has been shown to correlate with scratch test response and with the performance of coated end-mills in cutting tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAbrasion. =650 \0$aCoatings. =650 \0$aWear test. =650 \0$aSurface engineering. =650 \0$aSurface sealers. =650 \0$aProtective coatings. =650 14$aAbrasion. =650 24$aWear test. =650 24$aCoatings. =650 24$aSurface engineering. =700 1\$aHutchings, IM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11487J.htm =LDR 02994nab a2200541 i 4500 =001 JTE11478J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11478J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11478J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE251.5 =082 04$a625.725$223 =100 1\$aNewcomb, DE.,$eauthor. =245 10$aRelationship Between Statistical Distributions of Traffic Loads and Pavement Responses /$cDE. Newcomb, BA. Chadbourn, DA. Van Deusen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aMechanistic-empirical design approaches have been developed to predict flexible pavement responses based on vehicle loads and elastic material parameters, but little is known about vehicle load distributions and seasonal changes in these parameters. Analysis of vehicle load and transverse strain distributions suggest a relationship between wheel loads and temperature-corrected strains. It appears that the wheel load distributions and corresponding temperature-corrected strain distributions are normal and lognormal, respectively. Plotting the 25th, 50th, 75th, and 99th percentile values from the load distribution against the corresponding percentiles from the strain distributions suggests a linear relationship between wheel load and temperature-corrected strain. This indicates that a probabilistic approach to traffic loadings may be incorporated into mechanistic-empirical design procedures for flexible pavements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTraffic data. =650 \0$aPavement design. =650 \0$aPavement analysis. =650 \0$aWeigh-in-motion data. =650 \0$aPavement performance. =650 \0$aInstrumentation. =650 14$aPavement design. =650 24$aPavement analysis. =650 24$aTraffic data. =650 24$aWeigh-in-motion data. =650 24$aPavement performance. =700 1\$aChadbourn, BA.,$eauthor. =700 1\$aVan Deusen, DA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11478J.htm =LDR 03296nab a2200553 i 4500 =001 JTE11474J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11474J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11474J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP968 =082 04$a668.3$223 =100 1\$aPellicane, PJ.,$eauthor. =245 10$aEffect of Construction Adhesive and Joist Variability on the Deflection Behavior of Light-Frame Wood Floors /$cPJ. Pellicane, G. Robinson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b44 =520 3\$aA total of 16,000 light-frame, structural floors of a geometry consistent with those used in residential construction throughout North America was numerically analyzed to determine deflection characteristics under a constant uniformly distributed load of 40 Ibf/ft2 (59.5 Pa). The intent of these analyses was to determine the effect of joist variability on the deflection behavior of light-frame floors and to quantify the contribution of elastomeric construction adhesives (ECA) in reducing the deflection of such systems. The joist property (moudlus of elasticity, MOE) was allowed to vary in a systematic fashion between 750 (5.17) and 3,000 (20.07) ksi (MPa) in increments of 250 ksi (1.72 MPa). In addition, the variability of the joists (at each value of MOE) varied between coefficient of variation (COV) values of 0.05 to 0.26 in increments of 0.03. One hundred floors were evaluated at each mean MOE value and at each COV value for the joists. All other sheathing and connector properties [nail slip modulus = 25,500 Ibf/in (4466 N/mm)] remained constant. However, after the 100 floors were analyzed using only nailed connections between joist and sheathing, the same 100 floors were analyzed with ECA used with the nails. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aLight-frame. =650 \0$aFloor systems. =650 \0$aJoist variability. =650 \0$aDeflection behavior. =650 \0$aConstruction adhesives. =650 \0$aAdhesives. =650 14$aWood. =650 24$aFloor systems. =650 24$aLight-frame. =650 24$aConstruction adhesives. =650 24$aJoist variability. =650 24$aDeflection behavior. =700 1\$aRobinson, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11474J.htm =LDR 03040nab a2200565 i 4500 =001 JTE11480J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11480J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11480J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL272.53 =082 04$a629.28/26$223 =100 1\$aKlein, LA.,$eauthor. =245 10$aEvaluation of Overhead and In-Ground Vehicle Detector Technologies for Traffic Flow Measurement /$cLA. Klein, MR. Kelley, MK. Mills. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aAs part of the U.S. FHWA-sponsored Detection Technology for IVHS program, ultrasonic, microwave radar, infrared laser radar, nonimaging passive infrared, video image processing with visible and infrared spectrum imagery, acoustic array, high sampling rate inductive loop, conventional inductive loop, microloop, and magnetometer detector technologies were evaluated at freeway and surface street arterial sites in Minnesota, Florida, and Arizona. These states were chosen because they exhibited a wide range of climatic conditions. The criteria for selecting the detector evaluation sites included searching for roadways with high traffic density and suitable structures for mounting the overhead detectors. Approximately 5.9 Gbytes of digital and analog vehicle detection and signature data and more than 300 video tapes of the corresponding traffic flow were recorded. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDetectors. =650 \0$aTraffic sensors. =650 \0$aTraffic detectors. =650 \0$aDetection technology. =650 \0$aTraffic flow measurement. =650 \0$aTraffic accident investigation$xInstruments. =650 \0$aAutomobiles$xInstruments. =650 \0$aAutomotive sensors. =650 14$aDetectors. =650 24$aDetection technology. =650 24$aTraffic flow measurement. =650 24$aTraffic detectors. =650 24$aTraffic sensors. =700 1\$aKelley, MR.,$eauthor. =700 1\$aMills, MK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11480J.htm =LDR 03247nab a2200577 i 4500 =001 JTE11482J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11482J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11482J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P5 =082 04$a620.1/92392$223 =100 1\$aBlau, PJ.,$eauthor. =245 10$aNeeds and Challenges in Precision Wear Measurement /$cPJ. Blau. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aAccurate and precise wear measurements are a key element in solving both current wear problems and in facilitating basic wear research. Applications range from assessing the durability of micro-scale components to the accurate screening of surface treatments and thin solid films. The need to distinguish small differences in wear rate presents problems for those who are developing new materials and surface treatments. The sensitivities of methods for measuring wear in ASTM standard test methods are discussed. Errors associated with using alternate methods of wear measurement on the same test specimen are described. Human judgmental factors are a concern in common methods for wear measurement, and the results of an experiment involving measurement of a simulated wear scar by ten different people are described. Precision in wear measurement is limited by both the capabilities of the measuring instruments and by the nonuniformity of wear processes. The advantages and disadvantages of measuring wear using micro- and nano-scale indentations is discussed. The current and future prospects for incorporating advanced, higher-precision wear measurement methods into standards must be evaluated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWear. =650 \0$aMetrology. =650 \0$aWear testing. =650 \0$aWear standards. =650 \0$aNanoindentation. =650 \0$aMicroindentation. =650 \0$aWear measurements. =650 \0$aMechanical wear$xMeasurement. =650 \0$aPlastics$xTesting. =650 14$aWear. =650 24$aWear testing. =650 24$aWear measurements. =650 24$aMicroindentation. =650 24$aNanoindentation. =650 24$aWear standards. =650 24$aMetrology. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11482J.htm =LDR 02800nab a2200589 i 4500 =001 JTE11483J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11483J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11483J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1186 =082 04$a621.902$223 =100 1\$aBudinski, KG.,$eauthor. =245 10$aNeeds and Applications in Precision Measurement and Monitoring of Wear /$cKG. Budinski. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aTool wear is one of the most costly problems in many manufacturing companies. Most companies have ongoing programs to try to reduce the cost of tool wear by continually improving tool materials. Part of improving tool life is monitoring the wear that is occurring. In the cutting and perforating of products made from plastic webs, the predominant mode of wear is polishing abrasion. Tool edges start in service with a very small radius which gets progressively larger as tool wear progresses. The minute wear is extremely difficult to quantify. This paper deals with the techniques that can be used to assess changes in tool edge radius produced by polishing abrasion from the product that is being shaped by tools. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEdge wear. =650 \0$aTool life. =650 \0$aTool wear. =650 \0$aCutting tools. =650 \0$aTool materials. =650 \0$aTool sharpness. =650 \0$aPolishing abrasion. =650 \0$aCutting machines. =650 \0$aMachinetools. =650 \0$aMetalcutting tools. =650 14$aCutting tools. =650 24$aTool materials. =650 24$aEdge wear. =650 24$aTool sharpness. =650 24$aPolishing abrasion. =650 24$aTool life. =650 24$aTool wear. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11483J.htm =LDR 02248nab a2200421 i 4500 =001 JTE11477J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11477J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11477J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE153 =082 04$a625.7$223 =100 1\$aFoderberg, DC.,$eauthor. =245 10$aSymposium on International Advanced Vehicle/Transportation Infrastructure Technology /$cDC. Foderberg. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe Symposium was held to develop the concept of and share experiences in integrating the design of vehicles and the transportation infrastructure. Advanced technologies and processes for simultaneous vehicle/transportation infrastructure design were emphasized. In addition, integrated information and control systems along with the technologies involved in the development of smart materials in vehicle and transportation infrastructure construction were included. Three of the twelve papers given at the Symposium are presented here. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTransportation$xEnvironmental aspects. =650 \0$aInfrastructure. =650 \0$aTECHNOLOGY & ENGINEERING$xEngineering. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11477J.htm =LDR 02771nab a2200637 i 4500 =001 JTE11476J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11476J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11476J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGB1001.72.M35 =082 04$a551.48/8015118$223 =100 1\$aAjayi, JO.,$eauthor. =245 10$aEffects of Surface Geometry on Fabric Friction /$cJO. Ajayi, HM. Elder. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe influence of yarn geometry on surface topography, friction, and smoothness of fabrics is reported. A systematic increase in fabric construction (threads per cm) increases frictional resistance but the fabric surface becomes smoother. This is attributed to the diminishing crown height as yarn sett increases. Similarly, an increase in yarn linear density (diameter) also increases the frictional resistance and surface roughness. The increase in surface roughness is ascribed to an increase in mechanical interlocking of yarn crowns. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrimp. =650 \0$aSmoothness. =650 \0$aYarn crown. =650 \0$aYarn spacing. =650 \0$aFabric balance. =650 \0$aLinear density. =650 \0$aModular length. =650 \0$aCrimp amplitude. =650 \0$aFrictional resistance. =650 \0$aFrictional resistance (Hydrodynamics) =650 \0$aWater$xPollution. =650 14$aYarn crown. =650 24$aCrimp. =650 24$aCrimp amplitude. =650 24$aYarn spacing. =650 24$aFabric balance. =650 24$aFrictional resistance. =650 24$aSmoothness. =650 24$aLinear density. =650 24$aModular length. =700 1\$aElder, HM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11476J.htm =LDR 02944nab a2200685 i 4500 =001 JTE11475J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11475J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11475J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.5 =082 04$a624.1/5136$223 =100 1\$aAdams, DF.,$eauthor. =245 10$aExperimental Assessment of Four Composite Material Shear Test Methods /$cDF. Adams, EQ. Lewis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aFour ASTM standard shear test methods for characterizing composite materials were experimentally investigated: the short beam shear (ASTM D 2344), Iosipescu shear (ASTM D 5379), axial tension of a [±45]ns laminate (ASTM D 3518), and two-rail shear (ASTM D 4255). Six composite material systems were utilized: two thermoset matrix composites; S2 glass/3501-6 epoxy and AS4 carbon/3501-6 epoxy; and four thermoplastic matrix composites, S2 glass/polyetherketoneketone (PEKK), AS4 carbon/PEKK, E-glass/J2 polyamide and AS4 carbon/J2 polyamide. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIosipescu. =650 \0$aRail shear. =650 \0$aShort beam. =650 \0$aGlass/epoxy. =650 \0$aShear tests. =650 \0$aCarbon/epoxy. =650 \0$aShear modulus. =650 \0$aShear strength. =650 \0$aGlass/polyamide. =650 \0$aCarbon/polyamide. =650 \0$aShear strength of soils$xTesting. =650 \0$aVane shear tests. =650 14$aShear tests. =650 24$aShear strength. =650 24$aShear modulus. =650 24$aIosipescu. =650 24$aShort beam. =650 24$aRail shear. =650 24$a±45° tensile shear. =650 24$aGlass/epoxy. =650 24$aCarbon/epoxy. =650 24$aGlass/polyetherketoneketone carbon/polyetherketoneketone. =650 24$aGlass/polyamide. =650 24$aCarbon/polyamide. =700 1\$aLewis, EQ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11475J.htm =LDR 02121nab a2200517 i 4500 =001 JTE11472J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11472J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11472J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR853.C55 =082 04$a610.724$223 =100 1\$aMandel, J.,$eauthor. =245 10$aRepeatability and Reproducibility for Pass/Fail Data /$cJ. Mandel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA distribution-free method is presented for the evaluation of the reproducibility standard deviation in interlaboratory studies. The method is especially useful in the analysis of pass/fail interlaboratory data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRepeatability. =650 \0$aAttribute data. =650 \0$aPass/fail data. =650 \0$aReproducibility. =650 \0$aInterlaboratory studies. =650 \0$aMulticenter Studies. =650 14$aAttribute data. =650 24$aInterlaboratory studies. =650 24$aPass/fail data. =650 24$aReproducibility. =650 24$aRepeatability. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11472J.htm =LDR 03413nab a2200529 i 4500 =001 JTE11484J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11484J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11484J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1075 =082 04$a621.8/9$223 =100 1\$aZanoria, ES.,$eauthor. =245 14$aThe Nonvibrating Kelvin Probe and Its Application for Monitoring Surface Wear /$cES. Zanoria, K. Hamall, S. Danyluk, AL. Zharin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThis paper reports on the design and development of the nonvibrating Kelvin probe that could be used as a noncontact sensor for tribological damage. This device detects surface charge through temporal variation in the electron work function of a material. Experiments are performed to demonstrate the operation of the probe on a rotating aluminum shaft. The probe, made of lead, is placed adjacent (<0.5-mm distance) to the shaft. The two surfaces, which are electrically connected, form a capacitor. Benchmark experiments on the variation of the work function with changes in surface chemistry were performed by coating a segment along the shaft circumference with a colloidal silver paint. As the shaft rotated, the probe senses changes in the contact potential difference with the shaft surface, due to the compositional variation. The temporal variation in the contact potential difference induces a current in an external electrical circuit. This current is amplified and converted to a voltage signal. The magnitude of the signal decreases asymptotically with the electrode-shaft distance and increases linearly with the rotational frequency, as expected. These results are consistent with the theoretical. Preliminary tests to detect mechanical surface damage, using the probe, were also done. These results show that the Kelvin probe can distinguish geometrical features on the surface. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aKelvin probe. =650 \0$aSurface wear. =650 \0$aWork function. =650 \0$aSurface preparation. =650 \0$aNanodiamonds$xIndustrial applications. =650 \0$aMechanical wear. =650 14$aSurface wear. =650 24$aWork function. =650 24$aKelvin probe. =700 1\$aHamall, K.,$eauthor. =700 1\$aDanyluk, S.,$eauthor. =700 1\$aZharin, AL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11484J.htm =LDR 03937nab a2200613 i 4500 =001 JTE11473J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11473J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11473J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96142$223 =100 1\$aGonzález, JJ.,$eauthor. =245 10$aLow-Temperature Aging Kinetics in Cast Duplex Stainless Steels :$bExperimental Characterization /$cJJ. González, F. Gutiérrez-Solana, L. Sánchez, J. Setién. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aLow-temperature aging (280 to 300°C) of duplex (austenite-ferrite) stainless steels and their resulting long-term loss of toughness is a well-known problem in the energy-producing as well as in other industrial sectors.In order to analyze the problem, the phenomenon was assumed to be thermally activated, accelerated aging at higher temperatures (350 to 400°C) was planned, and the activation energy was estimated.Assuming that the cause of brittleness is the ferrite's spinodal decomposition into the ? and ?' phases, the present work analyzes the aging kinetics at three temperatures (280, 350, and 400°C) by means of microhardness measurements of the ferritic phase taken in three different duplex stainless steels named after their ferrite content, 12F, 18F and 22F.In view of the microhardness results, an exponential law is proposed to represent the temporal evolution for each of the steels, with three parameters, of which one varies with aging temperature.It should be noted that there is no unique value for the activation energy in all the 280 to 400°C range.This should be divided into smaller subranges for more precision, and here it is shown that in all cases the extrapolation to the service temperature (280°C) of the results obtained in the 350 to 400°C range produces non-conservative results.These results are discussed considering the effect of the G-phase precipitation on the spinodal decomposition kinetics.For assessment applications a mathematical law is proposed that represents the aging kinetics of these steels and that provides reliable results for their service temperature (280°C) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aG-phase. =650 \0$aMicrohardness. =650 \0$aAging kinetics. =650 \0$aActivation energy. =650 \0$aAging embrittlement. =650 \0$aSpinodal decomposition. =650 \0$aSteel. =650 \0$aSteel Metallurgy. =650 14$aCast duplex stainless steels. =650 24$aAging embrittlement. =650 24$aMicrohardness. =650 24$aAging kinetics. =650 24$aActivation energy. =650 24$aSpinodal decomposition. =650 24$aG-phase. =650 24$aChemical composition of ferrite. =700 1\$aGutiérrez-Solana, F.,$eauthor. =700 1\$aSánchez, L.,$eauthor. =700 1\$aSetién, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11473J.htm =LDR 03715nab a2200565 i 4500 =001 JTE11485J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11485J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11485J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P5 =082 04$a620.1/92392$223 =100 1\$aWang, A.,$eauthor. =245 14$aThe Significance of Nonlinear Motion in the Wear Screening of Orthopaedic Implant Materials /$cA. Wang, VK. Polineni, A. Essner, M. Sokol, DC. Sun, C. Stark, JH. Dumbleton. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aLinear reciprocating pin-on-plate-type wear testing has been a standard technique for the screening of orthopaedic implant materials since the early 1980s. This investigation compares a wear screening technique based on linear motion with a modern hip joint simulator based on multi-axial motion. Two groups of differently sterilized UHMWPE samples were tested. The first group of samples was sterilized by ethylene oxide (EtO) gas that caused no structural changes in the UHMWPE. The second group of samples was sterilized in nitrogen by gamma-irradiation and then subjected to a stabilization treatment that resulted in a significant level of crosslinking in the UHMWPE. When tested on the linear reciprocating wear machine, the EtO sterilized specimens (non-crosslinked linear polyethylene) showed an approximately 30% lower wear rate than the gamma-irradiated and stabilized specimens (crosslinked polyethylene). When tested on the hip simulator, the EtO sterilized specimens exhibited two to three times higher wear rates than the gamma irradiated and stabilized specimens. The ranking of wear resistance obtained with the hip simulator was strikingly different than that obtained with the linear reciprocating wear machine. This study indicates that screening wear machines based on linear motion do not correlate with multi-axial joint simulators and may produce misleading results in the prediction of clinical wear performance of UHMWPE bearing materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStabilized UHMWPE. =650 \0$aHip simulator testing. =650 \0$aMechanical wear$xMeasurement. =650 \0$aPlastics$xTesting. =650 14$aReciprocating wear testing. =650 24$aHip simulator testing. =650 24$aUltrahigh molecular weight polyethylene. =650 24$aEthylene oxide sterilized UHMWPE. =650 24$aStabilized UHMWPE. =700 1\$aPolineni, VK.,$eauthor. =700 1\$aEssner, A.,$eauthor. =700 1\$aSokol, M.,$eauthor. =700 1\$aSun, DC.,$eauthor. =700 1\$aStark, C.,$eauthor. =700 1\$aDumbleton, JH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11485J.htm =LDR 03032nab a2200541 i 4500 =001 JTE11486J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11486J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11486J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P5 =082 04$a620.1/92392$223 =100 1\$aYust, CS.,$eauthor. =245 10$aPrecision Profilometry of Wear Scars on Curved Surfaces /$cCS. Yust, PJ. Blau. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aWear scars less than 1 ?m in depth are a challenge to measure accurately by surface profilometry, particularly if they are formed on a curved surface. The resultant curved traces limit the use of the vertical scale enlargements necessary for the detection and measurement of minimal wear scars. Profilometer traces on the surface of an internal combustion engine cylinder, for example, commonly yield curved traces even when the stylus moves parallel to the cylinder axis because of (a) the difficulty in orienting the profilometer trace precisely along an element of the cylindrical surface and (b) small departures from a true cylindrical form in most manufactured cylinders. A simple procedure has been devised that permits a curved trace to be "straightened" and scaled to facilitate the determination of wear scar depths and cross sections in the sub-micron range. In some cases, wear scars within the original surface roughness can be detected and measured. The procedure will be illustrated on wear scar depths of 1 ?m and less in cylindrical surfaces. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWear. =650 \0$aProfilometry. =650 \0$aCylinder wear. =650 \0$aWear measurement. =650 \0$aSurface roughness. =650 \0$aMechanical wear$xMeasurement. =650 \0$aPlastics$xTesting. =650 14$aWear. =650 24$aWear measurement. =650 24$aProfilometry. =650 24$aSurface roughness. =650 24$aCylinder wear. =700 1\$aBlau, PJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11486J.htm =LDR 02538nab a2200481 i 4500 =001 JTE11489J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11489J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11489J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGE45.R44 =082 04$a550/.28$223 =100 1\$aPrine, D.,$eauthor. =245 10$aFirst Continuous Remote Bridge Monitoring System Ensures Safe Operation of 65-Year-Old Rolling Bascule Bridge /$cD. Prine. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe Infrastructure Technology Institute (ITI) at Northwestern University has installed what is believed to be the first continuous remote monitoring system on a highway bridge in the world. The system was installed on a rolling bascule bridge over Sturgeon Bay in Door County, Wisconsin. It allows engineers located at ITI to closely monitor crack propagation and other conditions on the bridge which is near the end of its design life. The system is intended to serve as the prototype for a new method to monitor the condition of aging bridges in order to ensure public safety and allocate scarce rehabilitation and replacement funds in an optimal manner. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBridges. =650 \0$aBridge management. =650 \0$aRemote monitoring. =650 \0$aEnvironmental monitoring$xRemote sensing. =650 14$aNon-destructive evaluation. =650 24$aBridges. =650 24$aRemote monitoring. =650 24$aBridge management. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11489J.htm =LDR 02139nab a2200409 i 4500 =001 JTE11481J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11481J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11481J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P5 =082 04$a620.1/92392$223 =100 1\$aBlau, PJ.,$eauthor. =245 10$aSymposium on Needs and Applications in Precision Measurement and Monitoring of Wear /$cPJ. Blau. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWear exacts a high price on our economy, exceeding tens of billions of dollars per year. Anyone who owns an automobile conveyances rolling down the highways, plowing the seas, flying through the skies, and the cost becomes astronomical. Not surprisingly, wear manifests itself in many places-from the grinding of our teeth and the fretting of our joints to the immense turbine drives that power great aircraft carriers and the motors, gears and bearings that run the machines of industry. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMechanical wear$xMeasurement. =650 \0$aPlastics$xTesting. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11481J.htm =LDR 03037nab a2200589 i 4500 =001 JTE11980J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11980J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11980J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a620.1/123$223 =100 1\$aChurch, JR.,$eauthor. =245 10$aBearing Strength of White Oak Pegs in Red Oak and Douglas Fir Timbers /$cJR. Church, BW. Tew. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThe safe and consistent design of connections in modern timber-framed structures requires an understanding of the structural properties of the timbers as well as the bearing and bending strength limitations of the where oak pegs used in construction. This paper addresses the bearing strength of white oak dowels in both red oak and Douglas fir timbers. The effects of peg grain orientation, peg diameter, peg-hole clearance, specimen grain orientation, and specimen wood species were studied. A modified bearing strength test was developed to eliminate localized crushing of the white oak dowel by the test machine. Bearing strength tests were performed on 183 wood specimens. The bearing strength of pegged connections was found to be relatively insensitive to the factors investigated and lower than bearing strengths using similar steel fasteners for all test configurations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFastener. =650 \0$aBearing stress. =650 \0$aBearing strength. =650 \0$aWood connections. =650 \0$aPegged connections. =650 \0$aTimber connections. =650 \0$aTimber frame structures. =650 \0$aStrains and stresses. =650 \0$aMechanical prestressing. =650 14$aBearing strength. =650 24$aTimber frame structures. =650 24$aTimber connections. =650 24$aWood connections. =650 24$aPegged connections. =650 24$aFastener. =650 24$aBearing stress. =700 1\$aTew, BW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11980J.htm =LDR 02737nab a2200601 i 4500 =001 JTE11977J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11977J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11977J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA169 =082 04$a620.00452$223 =100 1\$aKumaran, MK.,$eauthor. =245 10$aInterlaboratory Comparison of the ASTM Standard Test Methods for Water Vapor Transmission of Materials (E 96-95) /$cMK. Kumaran. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aAn interlaboratory comparison was initiated by the ASTM C16 Committee on Thermal Insulation to determine the precision of the test method prescribed by ASTM Standard Test Methods for Water Vapor Transmission of Materials (E 96-95) Expanded polystyrene board was chosen as the test material.Nine laboratories completed the measurements according to the dry cup and the wet cup procedures prescribed by the standard.Statistical analyses of the data resulted in the following precision statement for the water vapor permeability:. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPermeance. =650 \0$aPermeability. =650 \0$aWater method. =650 \0$aRepeatability. =650 \0$aReproducibility. =650 \0$aDesiccant method. =650 \0$aRelative humidity. =650 \0$aWater vapor transmission. =650 \0$aReproducibility of Results. =650 \0$aReliability (Engineering) =650 14$aWater vapor transmission. =650 24$aPermeability. =650 24$aPermeance. =650 24$aRelative humidity. =650 24$aDesiccant method. =650 24$aWater method. =650 24$aRepeatability. =650 24$aReproducibility. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11977J.htm =LDR 02817nab a2200553 i 4500 =001 JTE11981J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11981J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11981J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aPatton-Mallory, M.,$eauthor. =245 10$aModeling Bolted Connections in Wood :$bA Three-Dimensional Finite-Element Approach /$cM. Patton-Mallory, FW. Smith, PJ. Pellicane. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aA three-dimensional (3-D) finite-element model was developed and verified which is capable of predicting the failure mode and load-deformation (P - ?) behavior of a single bolted connection in wood. The 3-D geometry of the model is complemented by a trilinear orthotropic constitutive model for wood and an elastic-perfectly plastic constitutive characterization of the pin (bolt). The model accounted for the nonlinear behavior found in bolted wood connections associated with wood crushing and geometric nonlinearities at the wood/metal interface. A special contact element was used at the wood/pin interface to enforce a criterion of no pin penetration (i.e., strain compatibility) through the wood member. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aStress analysis. =650 \0$aThree-dimensional. =650 \0$aBolted connections. =650 \0$aFinite element model. =650 \0$afinite element analysis. =650 \0$aStructural analysis (Engineering) =650 14$aThree-dimensional. =650 24$aFinite element model. =650 24$aBolted connections. =650 24$aWood. =650 24$aStress analysis. =700 1\$aSmith, FW.,$eauthor. =700 1\$aPellicane, PJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11981J.htm =LDR 02965nab a2200553 i 4500 =001 JTE11983J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11983J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11983J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1/7765$223 =100 1\$aBradtmueller, JP.,$eauthor. =245 10$aMechanical Properties of Laminated Veneer Lumber via Five-Point Bending Test /$cJP. Bradtmueller, MO. Hunt, SM. Shook. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThe five-point bending test is shown to be an effective and efficient way of determining the mechanical properties of structural composite lumber. Shear strength, bending strength, shear-free Young's modulus of elasticity and shear modulus for both plank (flatwise) and joist (edgewise) orientations can be obtained with simple adjustments of the test configuration. Span or span-to-depth ratios are adjusted to produce either predominantly shear or bending failure. To determine elastic constants, a removable center support creates the necessary situation for both four-point bending and five-point bending. Use of a deflection yoke is especially important in determining the shear moduli. Results are reported for testing laminated veneer lumber. which was selected as representative of the evolving family of structural composite lumber products. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShear modulus. =650 \0$aBending modulus. =650 \0$aFive-point bending. =650 \0$aEdgewise shear strength. =650 \0$aLaminated veneer lumber. =650 \0$aShear (Mechanics) =650 14$aBending modulus. =650 24$aShear modulus. =650 24$aEdgewise shear strength. =650 24$aFive-point bending. =650 24$aLaminated veneer lumber. =650 24$aStructural composite lumber. =700 1\$aHunt, MO.,$eauthor. =700 1\$aShook, SM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11983J.htm =LDR 03136nab a2200553 i 4500 =001 JTE11984J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11984J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11984J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aSegall, AE.,$eauthor. =245 12$aA Probabilistic Study of the Influence of Hanger Alignment on the Reliability of Refractory Furnace Roof Anchors /$cAE. Segall, DL. Shelleman, MJ. Pan, RA. Landy, BR. Nelson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aA probabilistic fracture methodology was applied to an analysis of refractory anchors used for furnace roof construction. Initially, strength date were obtained from modulus of rupture (MOR) specimens machined from refractory anchors composed of three different materials. For all of the fracture strength tests, the tension side of the MOR specimens was always taken from the as-pressed/fired surface of a sectioned anchor to ensure that the resulting data accurately reflected the strength of the as-used materials. The resulting Weibull data were then used in conjunction with a finite-element stress analysis and probabilistic reliability assessment to determine the influence of the alignment of the metal hangers used to secure the anchors. While all three materials exhibited a vulnerability to brittle fracture under the applied loads, the risk was clearly the highest when the metal hanger was not properly aligned and loads therefore not properly distributed over the entire contact region. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMetal hanger. =650 \0$aRefractory anchors. =650 \0$aFracture methodology. =650 \0$aFurnace construction. =650 \0$afracture mechanics. =650 14$aFracture methodology. =650 24$aRefractory anchors. =650 24$aFurnace construction. =650 24$aMOR. =650 24$aMetal hanger. =700 1\$aShelleman, DL.,$eauthor. =700 1\$aPan, MJ.,$eauthor. =700 1\$aLandy, RA.,$eauthor. =700 1\$aNelson, BR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11984J.htm =LDR 02402nab a2200529 i 4500 =001 JTE11982J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11982J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11982J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aBraam, JJ.,$eauthor. =245 12$aA Statistical Evaluation of the Staircase and the ArcSin?P Methods for Determining the Fatigue Limit /$cJJ. Braam, S. van der Zwaag. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aA critical evaluation of the statistics of the fatigue limit as determined by the staircase method and the ArcSin?P transformation is presented. The effects of the testing conditions on the accuracy of results obtained are examined. A modified analysis of the data obtained via the staircase method is presented which yields a reliable estimate of the standard deviation of the fatigue limit, even for small sample sets. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aArcSin?P. =650 \0$aStatistics. =650 \0$aDfatigue limit. =650 \0$aStaircase method. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aStaircase method. =650 24$aArcSin?P. =650 24$aDfatigue limit. =650 24$aStatistics. =700 1\$avan der Zwaag, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11982J.htm =LDR 03082nab a2200553 i 4500 =001 JTE11987J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11987J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11987J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aKhoddam, S.,$eauthor. =245 12$aA Method of Finding the Effective Length of the Specimen Used in the Hot Torsion Test and Recommendations on Geometry of the Test Specimen /$cS. Khoddam, YC. Lam, PF. Thomson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aThe length of the specimen in the hot torsion test is an important geometrical parameter and affects all calculations based on the results of the hot torsion test. To lessen the error in the analysis of the specimen due to deformation outside the gage length, an effective length may be used. Improvement in the accuracy of analyses of the hot torsion test is also important to inverse numerical solutions because the initial guess needed to start an inverse numerical solution may be obtained using an analytical solution. Determination of the effective length of a specimen is explained and illustrated for two different constitutive relationships. Recommendations on the choice of the hot torsion test specimen are given. It is shown that neglect of deformation outside the gage section may result in the flow curve obtained by using the hot torsion test results being lower than the flow curve achieved by other tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlow curve. =650 \0$aFinite element. =650 \0$aHot torsion test. =650 \0$aGeometry of the test. =650 \0$aConstitutive parameters. =650 \0$afinite element analysis. =650 \0$aStructural analysis (Engineering) =650 14$aHot torsion test. =650 24$aConstitutive parameters. =650 24$aFlow curve. =650 24$aFinite element. =650 24$aGeometry of the test. =700 1\$aLam, YC.,$eauthor. =700 1\$aThomson, PF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11987J.htm =LDR 02946nab a2200505 i 4500 =001 JTE11979J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11979J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11979J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1/7765$223 =100 1\$aWennhage, P.,$eauthor. =245 10$aTesting of Sandwich Panels Under Uniform Pressure /$cP. Wennhage, D. Zenkert. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe properties of a testing device for transverse loading of simply supported sandwich panels using a uniformly distributed load are investigated. Differences between hard and soft simply supported boundary conditions are verified. Shear stream gages are used to measure the shear stress in the core of the sandwich. The deflection, strains on the upper face, and the load distribution and measured on an isotropic sandwich panel and the same properties are calculated using an analytical method and a finite-element method (FEM). The boundary conditions are investigated by letting the FEM program calculate the solution for both soft and hard simply supported boundaries. The results show that the type of simply supported boundary conditions has a considerable effect on the solution. It is shown that the test panel used in this research better represents the soft boundary conditions. It is noted that the pressure can vary substantially close to the corners of the panel but is uniformly distributed over the central part of the panel. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSandwich. =650 \0$aPanel testing. =650 \0$aShear strain gage. =650 \0$aShear (Mechanics) =650 14$aPanel testing. =650 24$aSandwich. =650 24$aUniformly distributed load. =650 24$aShear strain gage. =650 24$aHard and soft boundary conditions. =700 1\$aZenkert, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11979J.htm =LDR 02699nab a2200553 i 4500 =001 JTE11986J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11986J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11986J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.F5 =082 04$a620/.5$223 =100 1\$aSchaeffer, SL.,$eauthor. =245 10$aImpact Force Comparison of Polymers :$bMolded-Notch Versus Cut-Notch Using the ASTM D 256 Izod Impact Test Method /$cSL. Schaeffer, RL. Johnson, WB. Lewis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThis study was conducted to compare the Izod impact values of injection molded polymer specimens with molded- versus machined-notch specimens. The ASTM D 256 notched Izod impact test was used to measure the impact values of both specimen types. The impact values were compared to determine if differences exist between specimens that had the molded notch and specimens that had the cut notch. Post-molding machining of the notch is the procedure required by ASTM D 256-93a, Standard Test Methods for Determining the Pendulum Impact Resistance of Notched Specimens of Plastics. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImpact testing. =650 \0$aMaterials testing. =650 \0$aIzod impact testing. =650 \0$aPendulum impact testing. =650 \0$aPolymers. =650 \0$aEngineering materials. =650 \0$aOrganic polymers. =650 14$aIzod impact testing. =650 24$aImpact testing. =650 24$aMaterials testing. =650 24$aPolymers. =650 24$aPendulum impact testing. =700 1\$aJohnson, RL.,$eauthor. =700 1\$aLewis, WB.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11986J.htm =LDR 02835nab a2200637 i 4500 =001 JTE11988J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11988J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11988J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ180 =082 04$a311.2$223 =100 1\$aHamm, RW.,$eauthor. =245 13$aAn International Survey of Small-Crack Research /$cRW. Hamm, WS. Johnson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aA survey was conducted to determine the comment state of international research on small cracks. The survey consisted inquiries regarding the nature of the research, the materials studied,, the applications of the investigators' research, the smallest crack size monitored, the techniques used to monitor crack growth, the testing environment, the surface conditioning/preparation, and the models to predict crack growth. Survey participants were also asked to identify problem areas they were addressing with their research and other important unresolved questions regarding small cracks. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamage. =650 \0$aModeling. =650 \0$aTolerance. =650 \0$aFazzy sets. =650 \0$aSmall-crack. =650 \0$aSmall-crack effect. =650 \0$aMechanically small cracks. =650 \0$aScience$xExperiments. =650 \0$aMathematical statistics. =650 \0$aStatistics. =650 14$aSmall-crack. =650 24$aSmall-crack effect. =650 24$aChemical crack size effect. =650 24$aStress-intessity threshold. =650 24$aDamage. =650 24$aTolerance. =650 24$aModeling. =650 24$aMechanically small cracks. =650 24$aMicrostructurally small cracks. =650 24$aFazzy sets. =700 1\$aJohnson, WS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11988J.htm =LDR 03325nab a2200565 i 4500 =001 JTE11985J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11985J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11985J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519.2/4$223 =100 1\$aZhu, YT.,$eauthor. =245 10$aEvaluation of Modified Weibull Distribution for Describing the Strength of Ceramic Fibers and Whiskers with Varying Diameters /$cYT. Zhu, DP. Butt, ST. Taylor, TC. Lowe. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aA modified Weibull distribution is evaluated for characterizing the statistical strength of ceramic fibers and whiskers with varying diameters from filament to filament. Many commercial ceramic fibers and whiskers have a significant range of diameters. A single-modal Weibull distribution is found inadequate to describe the statistical strength of these fibers and whiskers because of the effect of fiber diameter variation on strength. Procedures for extracting distribution parameters for the modified Weibull distribution from experimental data are presented. Comparison of the modified Weibull distribution with the single-modal Weibull distribution is made for the strength data from Nicalon fibers, Nextel (Al2O3) fibers, hydridopolysilzazlane (HPZ) Si-N-C-O fibers, Al2O3 whiskers, Si3N4 whiskers, and SiC whiskers. Due to its ability to account for the diameter effect on strength, the modified Weibull distribution can yield a more accurate ? value than the single-modal Weibull distribution. The Modified Weibull distribution is shown to fit experimental data well and is recommended for characterizing the strength of ceramic fibers and whiskers, the diameters of which vary from filament to filament. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFiber. =650 \0$aWhisker. =650 \0$aStrength. =650 \0$aVarying diameter. =650 \0$aWeibull distribution. =650 \0$aProbabilities. =650 \0$aWeibull method. =650 14$aModified Weibull distribution. =650 24$aStrength. =650 24$aVarying diameter. =650 24$aFiber. =650 24$aWhisker. =700 1\$aButt, DP.,$eauthor. =700 1\$aTaylor, ST.,$eauthor. =700 1\$aLowe, TC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11985J.htm =LDR 03278nab a2200517 i 4500 =001 JTE11978J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11978J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11978J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aYang, L.,$eauthor. =245 10$aCumulative Fatigue Damage Mechanisms and Quantifying Parameters :$bA Literature Review /$cL. Yang, A. Fatemi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b128 =520 3\$aCumulative fatigue damage analysis plays an important role in fatigue life prediction of components and structures which are subjected to field loading histories. Understanding of cumulative damage mechanisms is essential since it provides the necessary physical bases for modeling the cumulative damage process. A damage measure that can reflect and quantify the real damage state the material undergoes is also a key issue for successful modeling of cumulative fatigue damage. This review paper provides a comprehensive overview of research activities highlighting the recent findings and progress on phenomenological observations and mechanisms, as well as quantification measures of cumulative fatigue damage. Depending on the definition of failure or the characteristics of failure experienced in a material, the effectiveness of a damage parameter could vary from case to case. Many damage parameters have been proposed and many of them are in use. Those to be reviewed are sorted into categories of metallurgical parameters, surface crack quantifications, mechanical measures, and physical parameters. Early studies on cumulative damage mechanisms and quantifying measures are reviewed only briefly, since they have been covered in the existing literature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCumulative fatigue damage. =650 \0$aFatigue damage mechanisms. =650 \0$aFatigue damage parameters. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aCumulative fatigue damage. =650 24$aFatigue damage accumulation. =650 24$aFatigue damage parameters. =650 24$aFatigue damage mechanisms. =700 1\$aFatemi, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11978J.htm =LDR 03492nab a2200721 i 4500 =001 JTE11555J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11555J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11555J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aVeerabhadra Rao, P.,$eauthor. =245 10$aEstimation of Cavitation Erosion with Incubation Periods and Material Properties /$cP. Veerabhadra Rao, CS. Martin, BC. Syamala Rao, NS. Lakshmana Rao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aA detailed study of the normalized correlations between the incubation period tc and the properties of various materials tested in a rotating disk device indicates that, at very high intensities, the strength properties influence the duration of tc. The analysis of extensive data from other laboratories for cavitation and liquid impingement erosion also indicates that, while both energy and strength properties influence the duration of tc, the latter ones predominate for a majority of cases. A fatigue-type failure occurs during tc. For estimating the time required to pierce a metallic specimen in a rotating device a relationship tp = 160 tc0.44 is proposed. A detailed study of normalized correlations between erosion resistance (inverse of erosion rate) and tc values of different materials tested in the rotating disk shows that correlations are good. Analysis of data from eight other investigators clearly points out the validity and the usefulness of this type of prediction. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aErosion. =650 \0$aFailure. =650 \0$aCavitation. =650 \0$aIntensities. =650 \0$aInteraction. =650 \0$aPredictions. =650 \0$aCorrelations. =650 \0$aLiquid impact. =650 \0$aRotating disk. =650 \0$aIncubation period. =650 \0$aFatigue (materials) =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aErosion. =650 24$aCavitation. =650 24$aPredictions. =650 24$aFatigue (materials) =650 24$aIncubation period. =650 24$aCorrelations. =650 24$aIntensities. =650 24$aInteraction. =650 24$aLiquid impact. =650 24$aFailure. =650 24$aRotating disk. =700 1\$aMartin, CS.,$eauthor. =700 1\$aSyamala Rao, BC.,$eauthor. =700 1\$aLakshmana Rao, NS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11555J.htm =LDR 02338nab a2200493 i 4500 =001 JTE11559J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11559J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11559J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA413.5 =082 04$a620.1/123/0287$223 =100 1\$aKeusseyan, RL.,$eauthor. =245 10$aPrecision Strain Measurement at Elevated Temperatures Using a Capacitance Probe /$cRL. Keusseyan, C-Y Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aA new type of capacitance displacement measuring system has been developed. The gage is directly attached to the specimen for measurements at elevated temperatures. This system has been successfully used in materials testing at temperatures up to 600°C with excellent repeatability and resolution in strain in the 10-6 range. Good temperature stability of the entire system is required to achieve the reported capabilities. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTension tests. =650 \0$aStrain measurement. =650 \0$aHigh temperature tests. =650 \0$aStrain gages. =650 \0$aStrains and stresses$xMeasurement. =650 14$aTension tests. =650 24$aHigh temperature tests. =650 24$aStrain measurement. =700 1\$aLi, C-Y,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11559J.htm =LDR 02260nab a2200517 i 4500 =001 JTE11560J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11560J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11560J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aSchwalbe, K-H,$eauthor. =245 10$aApplication of the Electrical Potential Method to Crack Length Measurements Using Johnson's Formula /$cK-H Schwalbe, D. Hellmann. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe applicability of Johnson's equation for the potential drop to three specimen geometries is demonstrated. In addition, some remarks are made concerning the influence of crack length and specimen width on the resolution of the potential method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPotential theory. =650 \0$aCrack propagation. =650 \0$aSpecimen geometry. =650 \0$aFractures (materials) =650 \0$aFracture mechanics. =650 14$aFractures (materials) =650 24$aCrack propagation. =650 24$aPotential theory. =650 24$aSpecimen geometry. =650 24$aInfluence of dimensions on sensitivity. =700 1\$aHellmann, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11560J.htm =LDR 02035nab a2200481 i 4500 =001 JTE11556J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11556J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11556J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS335 =082 04$a632.90182$223 =100 1\$aTye, JB.,$eauthor. =245 10$aSampling Plans with Low Consumers' Risk /$cJB. Tye. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aWhen a low consumers' risk is required it can be controlled through the use of a sampling plan. This plan starts with the average outgoing quality limit and works through the limiting quality level to arrive at the sampling plan. Very large sample sizes are required. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSampling. =650 \0$aConsumers. =650 \0$aQuality assurance. =650 \0$aSampling (Statistics) =650 \0$aSequential analysis. =650 14$aQuality assurance. =650 24$aSampling. =650 24$aConsumers. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11556J.htm =LDR 02775nab a2200505 i 4500 =001 JTE11557J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11557J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11557J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS335 =082 04$a632.90182$223 =100 1\$aZaikoff, P.,$eauthor. =245 10$aQuality Control of Tests Conducted on Bituminous Mixtures in Quebec /$cP. Zaikoff, A. Bouchard, R. Langlois. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThe quality assurance system of the Quebec Ministry of Transport uses laboratory test results to evaluate the quality of bituminous concretes. The success of the system depends to a large extent on the reliability of these results. To evaluate on a day-to-day basis the reliability of the results, the Ministry developed a method to control the quality of laboratory tests based on the precision and accuracy of the test method used (that is, interlaboratory control) and on the reliability of results obtained by each laboratory (that is, within-laboratory control). The application of such a method has permitted the Ministry to obtain and even increase the confidence that the quality assurance system will succeed. It has also allowed the Ministry to detect and correct certain weaknesses attributed either to the test methods or the laboratories. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSampling. =650 \0$aQuality control. =650 \0$aBituminous concretes. =650 \0$aSampling (Statistics) =650 \0$aSequential analysis. =650 14$aQuality control. =650 24$aBituminous concretes. =650 24$aSampling. =700 1\$aBouchard, A.,$eauthor. =700 1\$aLanglois, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11557J.htm =LDR 02522nab a2200529 i 4500 =001 JTE11558J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11558J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11558J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1637 =082 04$a621.36/7$223 =100 1\$aServer, WL.,$eauthor. =245 14$aThe Measurement of Absorbed Charpy Impact Energy Using a Vertical Drop Tower /$cWL. Server, GR. Henderson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aStandard Charpy calibration specimens designed for verification of pendulum impact machines have been tested on a vertical drop tower impact machine. Two different test techniques (optical velocity measurement and integrated digital load-time response) for measuring the fracture energy of these specimens have produced equivalent sets of data which match the range of expected pendulum machine results. The more flexible vertical drop tower machine can therefore be used to measure Charpy impact energies with the same reliability as the conventional pendulum machines. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEnergy. =650 \0$aDrop tower. =650 \0$aImpact test. =650 \0$aInstrumented tup. =650 \0$aVelocity measurement. =650 \0$ameasurement. =650 14$aImpact test. =650 24$aEnergy. =650 24$aVelocity measurement. =650 24$aDrop tower. =650 24$aInstrumented tup. =700 1\$aHenderson, GR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11558J.htm =LDR 03261nab a2200553 i 4500 =001 JTE11553J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11553J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11553J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aGarud, YS.,$eauthor. =245 10$aMultiaxial Fatigue :$bA Survey of the State of the Art /$cYS. Garud. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b118 =520 3\$aThis paper surveys the current state of knowledge concerning multiaxial fatigue. Developments are presented in chronological order and are discussed so as to supplement existing reviews in this field. Emphasis is placed primarily on the criteria or methods of evaluation of fatigue strength under general multiaxial loading at room temperature. The survey indicates that the early development of the criteria was based on extensions of static yield theories to fatigue under combined stresses. These are stress-based criteria limited primarily to high-cycle fatigue. Most of the later criteria are strain-based. These criteria fall into two broad groups: the equivalent stress or strain type and the critical plane type. Most of these criteria commonly lack considerations of the cyclic stress-strain response. Their application to nonproportional loading suffers from difficulties in implementation or from inconsistencies with results of experiments. Recent approaches fall in the category of continuous damage evaluation methods. At present, these appear to be abstract or difficult to implement. All the above criteria are critically examined and compared. With this background, a new plastic work approach, proposed by the author, is discussed briefly. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aCyclic loads. =650 \0$aFatigue criteria. =650 \0$aFatigue (materials) =650 \0$aCritique and comparison. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFatigue (materials) =650 24$aCyclic loads. =650 24$aStresses. =650 24$aFatigue criteria. =650 24$aChronological survey. =650 24$aCritique and comparison. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11553J.htm =LDR 03139nab a2200625 i 4500 =001 JTE11554J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11554J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11554J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA462 =082 04$a620.1/1223$223 =100 1\$aVeerabhadra Rao, P.,$eauthor. =245 10$aSimilarities in Different Experiments of Erosion Caused by Cavitation and Liquid Impingement /$cP. Veerabhadra Rao, BC. Syamala Rao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aCorrelations of erosion resistances of materials tested in different equipment are reported. Analysis of the authors' data from rotating disk and venturi equipment indicates that there exists a good correlation between the erosion resistances of materials tested at different intensities. The study indicates that time effects on erosion are important in correlations of this type. The erosion resistances of materials tested in two different devices exhibit good correlations indicating a quantitative similarity between different forms of erosion. The investigations also show that the prediction of erosion resistances of materials in a field device may be made with the data from a laboratory device which may not fully reproduce the flow conditions in the field. These conclusions are also checked with data reported from other laboratories. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPrediction. =650 \0$aCorrelation. =650 \0$aField device. =650 \0$aErosion corrosion. =650 \0$aLife (durability) =650 \0$aErosion similarity. =650 \0$aImpingement erosion. =650 \0$aCavitation corrosion. =650 \0$aStatistical analysis. =650 \0$aCorrosion. =650 14$aCorrelation. =650 24$aErosion corrosion. =650 24$aCavitation corrosion. =650 24$aImpingement erosion. =650 24$aLife (durability) =650 24$aStatistical analysis. =650 24$aPrediction. =650 24$aField device. =650 24$aErosion similarity. =700 1\$aSyamala Rao, BC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11554J.htm =LDR 03247nab a2200613 i 4500 =001 JTE11901J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11901J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11901J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC321 =082 04$a536/.2012$223 =100 1\$aMukherjee, PK.,$eauthor. =245 10$aProperties of High-Density Concrete /$cPK. Mukherjee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aHigh-density concrete is used extensively in nuclear power plants for radiation shielding against biological hazards. Apart from the basic physical properties (i.e., compressive strength, density, and absorption), knowledge of thermal properties of such concrete is required to access its performance under service conditions. This paper describes investigative work carried out on a high-density concrete. Also, because aggregates are the most important and critical component of the high-density concrete, properties of the aggregates and the criteria for their use in concrete have been discussed. In addition, cores were obtained from a shielding wall of a 20-year-old nuclear plant and selective tests were carried out on the core samples for comparison. The mix proportions of the concrete from the wall were different from those of the laboratory-made concrete. Thermal properties, such as conductivity, diffusivity, specific heat, emissivity and coefficient of thermal expansion, were determined, and the values were compared with a normal-density dolomitic-limestone based concrete. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHematite. =650 \0$aIlthenite. =650 \0$aEmissivity. =650 \0$aDiffusivity. =650 \0$aConductivity. =650 \0$aSpecific heat. =650 \0$aRadiation shielding. =650 \0$aHigh-density concrete. =650 \0$aThermal conductivity. =650 \0$aMaterials$xThermal properties. =650 14$aHigh-density concrete. =650 24$aIlthenite. =650 24$aHematite. =650 24$aPhysical and thermal properties. =650 24$aRadiation shielding. =650 24$aConductivity. =650 24$aDiffusivity. =650 24$aSpecific heat. =650 24$aEmissivity. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11901J.htm =LDR 03177nab a2200601 i 4500 =001 JTE11892J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11892J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11892J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.T46 =082 04$a721/.0449$223 =100 1\$aMurakami, Y.,$eauthor. =245 10$aFinite Element Method (FEM) Analysis of Elastic-Linear-Hardening Materials and Comparison with Measurements on Commercial Materials /$cY. Murakami, LP. Yuan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe Brinell hardness HB (kgf/mm2) of elastic-linear-hardening materials with various yield stresses ?Y (MPa) and hardening moduli H (MPa) is analyzed by a finite element method (FEM). The well known empirical formula for the ratio of tensile strength ?B to HB, ?B/HB ? 3.5, does not hold for materals having a large relative strain hardening modulus H/?Y, where H is defined by d?/d? in the ?-? curve. It is shown that the dimensionless stress-strain curves (?/?Y vs. ?) of elastic-linear-hardening materials and those of various commercial materials give the crucial measurement in determining the value of ?B/HB. The ratio of ?B/HB remains in the range of 3.2 to 3.8 if the relative strain hardening modulus H/?Y at large strains is less than ~2.5. Correlations between the stress-strain curve and indentation shape, plastic zone size, and residual stresses are also investigated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPlastic zone. =650 \0$aYield stress. =650 \0$aResidual stress. =650 \0$aBrinell hardness. =650 \0$aTensile strength. =650 \0$aFinite element method. =650 \0$aStrain hardening modulus. =650 \0$aTensile architecture. =650 14$aBrinell hardness. =650 24$aFinite element method. =650 24$aElastic-linear-hardening material. =650 24$aStrain hardening modulus. =650 24$aRelative strain hardening modulus. =650 24$aTensile strength. =650 24$aYield stress. =650 24$aResidual stress. =650 24$aPlastic zone. =700 1\$aYuan, LP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11892J.htm =LDR 02469nab a2200493 i 4500 =001 JTE11903J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11903J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11903J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN917 =082 04$a553.6/33$223 =100 1\$aVolkman, DE.,$eauthor. =245 10$aComparison of Fine Particle Colemanite and Boron Frit in Concrete for Time-Strength Relationship /$cDE. Volkman, PL. Bussolini. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThe element boron, when added to concrete, has proved effective in shielding neutron particles by absorbing the neutron and emitting a low-energy gamma ray. The various boron additives used with concrete can severely retard the set time and strength gain. An advantage to using small particle size boron is that the smaller grain size provides better boron disbursement within the concrete matrix to absorb neutrons. However, boron additives of powder consistency are usually not used due to the greater potential of forming chemical solutions that act as a retarder in the concrete. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConcrete. =650 \0$aBoron frit. =650 \0$aColemanite. =650 \0$aBorax mines and mining. =650 \0$aNATURE$xNatural Resources. =650 14$aColemanite. =650 24$aBoron frit. =650 24$aConcrete. =700 1\$aBussolini, PL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11903J.htm =LDR 01893nab a2200409 i 4500 =001 JTE11898J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11898J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11898J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC771 =082 04$a539.752$223 =100 1\$aVolkman, DE.,$eauthor. =245 10$aIntroduction to Symposium on Radiation Shielding for the 21st Century /$cDE. Volkman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe Symposium on Radiation Shielding for the 21st Century was held in Atlantic City, New Jersey, on 24 June 1991. The event was sponsored by ASTM Committee C-9 on Concrete and Concrete Aggregates and hosted by ASTM subcommittee C09.08.02 on Concrete for Radiation Shielding. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShielding (Radiation) =650 \0$aRadiations. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11898J.htm =LDR 02767nab a2200577 i 4500 =001 JTE11890J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11890J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11890J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aJoyce, JA.,$eauthor. =245 10$aEvaluation of Elastic Stress Intensity Using J-Integral Specimen Geometries /$cJA. Joyce, R. Smudz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThe development of a "Common Test Method" for fracture mechanics toughness evaluations requires changes in the test specimens used for evaluation of the elastic critical stress intensity factor KIc. The present method. ASTM E 399, does not allow the use of side grooves and load-line crack opening displacement measurements as is common and necessary for J-integral and CTOD elastic-plastic fracture methods like ASTM E 813. E 1152, and E 1290. This paper presents experimental data on two materials that demonstrate that the J-integral type specimen can be used to evaluate KIc in an accurate fashion and that hence a true "Common Method" is possible. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture. =650 \0$aSide grooves. =650 \0$aDuctile fracture. =650 \0$aElastic fracture. =650 \0$aFracture toughness. =650 \0$aEffective thickness. =650 \0$aStress intensity factor. =650 \0$aFracture mechanics. =650 14$aFracture. =650 24$aStress intensity factor. =650 24$aDuctile fracture. =650 24$aFracture toughness. =650 24$aElastic fracture. =650 24$aSide grooves. =650 24$aEffective thickness. =700 1\$aSmudz, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11890J.htm =LDR 02942nab a2200553 i 4500 =001 JTE11893J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11893J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11893J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.1/4$223 =100 1\$aSegall, AE.,$eauthor. =245 10$aAnalysis of Gas-Fired Ceramic Radiant Tubes During Transient Heating :$bPart II-Thermoelastic Stress Analysis /$cAE. Segall, JR. Hellmann. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aTransient radial and axial temperature distributions based on measured external surface temperatures and finite-element calculations were used with temperature dependent elastic material properties to determine the thermoelastic stresses experienced by reaction-bonded and sintered-alpha silicon-carbide open ended radiant tubes during gas-combustion beating. The resulting stresses exhibited a dependence on the radial temperature difference and the curvature of the axial temperature distribution. A failure rate analysis using a two-parameter Weibull formulation with a polyaxial stress approximation, the calculated surface and volume principal stresses, and temperature-dependent surface and volume Weibull strength data indicated low failure rates and the viability of both materials for the transient heating conditions studied. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCeramic. =650 \0$aRadiant tube. =650 \0$aThermo-elastic. =650 \0$aWeibull analysis. =650 \0$aThermal transient. =650 \0$aCeramicmatrix composites. =650 \0$aPolymeric composites. =650 \0$aTECHNOLOGY & ENGINEERING$xMaterial Science. =650 14$aCeramic. =650 24$aRadiant tube. =650 24$aThermal transient. =650 24$aThermo-elastic. =650 24$aWeibull analysis. =700 1\$aHellmann, JR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11893J.htm =LDR 02645nab a2200517 i 4500 =001 JTE11891J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11891J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11891J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aJoo, Y-H,$eauthor. =245 10$aDetermination of Ductile-Brittle Transition Temperature (DBTT) in Dynamic Small Punch Test /$cY-H Joo, T. Hashida, H. Takahashi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aA dynamic small punch test technique is demonstrated for measuring the ductile-brittle transition temperature (DBTT) of aged Cr-Mo-V turbine rotor steels. Based on fracture energy measurements and fracture surface observations it is shown that the dynamic small punch test specimens exhibit a clear ductile-brittle transition behavior. The DBTT can be determined reliably by statistically analyzing the scatter in the fracture energy data and by defining the fracture appearance transition temperature. The measured values of DBTT are compared with those obtained from Charpy impact tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCharpy impact test. =650 \0$aStatistical analysis. =650 \0$aDynamic small punch test. =650 \0$aFracture mechanics. =650 14$aDynamic small punch test. =650 24$aDuctile-brittle transition temperature. =650 24$aStatistical analysis. =650 24$aFracture appearance transition temperature. =650 24$aCharpy impact test. =700 1\$aHashida, T.,$eauthor. =700 1\$aTakahashi, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11891J.htm =LDR 03208nab a2200553 i 4500 =001 JTE11895J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11895J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11895J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.8/5$223 =100 1\$aAl-Qadi, IL.,$eauthor. =245 10$aUsing Microwave Measurements to Detect Moisture in Asphaltic Concrete /$cIL. Al-Qadi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aAn experimental technique based upon dielectric properties was developed to measure the volumetric moisture content in hot-mix asphalt concrete. The dielectric properties were calculated from the measured reflection coefficients and phase angles. The measurements were obtained over a band of frequencies in the microwave range of 12.4 to 18.0 GHz. The test program included different aggregate types, aggregate gradations, asphalt types, asphalt contents, air void contents, specimen thickness, and surface smoothness. Microwave reflection measurements were obtained for the hot-mix asphalt concrete specimens and their components in a sweep mode over the above frequency band. These measurements were analyzed, and the magnitude of the dielectric constant and the loss factor were calculated. The dielectric properties for these mixes were obtained at the dry state and at two levels of moisture content. The dielectric properties were correlated to the mix characteristics. Regression models were developed to predict the volumetric moisture content of hotmix asphalt concrete. A model developed from a theoretical approach was found to give the best correlation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMoisture. =650 \0$aMicrowaves. =650 \0$aLoss factor. =650 \0$aAsphaltic concrete. =650 \0$aDielectric constant. =650 \0$aElectromagnetic waves. =650 \0$aAsphalt concrete. =650 \0$aPavements, Asphalt concrete$xQuality control. =650 14$aAsphaltic concrete. =650 24$aMoisture. =650 24$aMicrowaves. =650 24$aDielectric constant. =650 24$aLoss factor. =650 24$aElectromagnetic waves. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11895J.htm =LDR 02668nab a2200517 i 4500 =001 JTE11902J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11902J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11902J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA681 =082 04$a624.18340288$223 =100 1\$aOswald, AJ.,$eauthor. =245 10$aShield Verification Testing at the Idaho Chemical Processing Plant - Fuel Processing Facility /$cAJ. Oswald. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA Shield Testing Program is being conducted at a new nuclear facility to verify that shield walls, doors, and windows meet the design criteria for radiation attenuation. A modified Teletherapy Unit is being utilized as a test unit. This unit has been successfully used for shield testing during the construction of two other major facilities. A collimated beam from a Co60 source is exposed on one side of the shield being tested, and the attenuated radiation is measured with a standard radiation detector. Detailed documentation is completed for each area tested. Detailed procedures are required for operation of the test unit. No significant personnel exposure has been recorded during any of the shield testing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNuclear. =650 \0$aShield walls. =650 \0$aDesign criteria. =650 \0$aConcrete testing. =650 \0$aRadiation attenuation. =650 \0$aConcrete construction$xTesting. =650 14$aConcrete testing. =650 24$aShield walls. =650 24$aNuclear. =650 24$aRadiation attenuation. =650 24$aDesign criteria. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11902J.htm =LDR 02972nab a2200541 i 4500 =001 JTE11900J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11900J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11900J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5415.153 =082 04$a658.5$223 =100 1\$aGreenspan, E.,$eauthor. =245 10$aHigh Effectiveness Shielding Materials and Optimal Shield Design /$cE. Greenspan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA preliminary investigation of the effectiveness of new composite materials under development for shielding against neutrons and photons is reported upon. These materials are made from a proper mix of powders of tungsten, titanium or zirconium hydride and boron carbide, all bonded by hydrogenous materials such as polyethylene or silicone based materials. The investigation is carried out with the aid of the shield optimization code SWAN by considering a simplified 40-cm-thick spherical shield with CI-252 source at its center. The shielding ability of the new, so-called polynated and siliconated, materials is found to be highly superior to that of shielding materials in common use. The flexibility in tailoring the mix of inelastic scatterers, elastic scatterers, neutron absorbers, and photon attenuators to one's shielding needs, along with the information on material effectiveness functions which can be calculated with a code such as SWAN, are expected to enable improvements in future shield designs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSilicone. =650 \0$aTungsten. =650 \0$aPolyethylene. =650 \0$aTitanium hydride. =650 \0$aZirconium hydride. =650 \0$aComposite materials. =650 \0$aComposites. =650 14$aTitanium hydride. =650 24$aZirconium hydride. =650 24$aTungsten. =650 24$aPolyethylene. =650 24$aSilicone. =650 24$aComposite materials. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11900J.htm =LDR 02465nab a2200553 i 4500 =001 JTE11896J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11896J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11896J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.E9 =082 04$a690$223 =100 1\$aPellicane, PJ.,$eauthor. =245 10$aLoad-Slip Behavior of Nailed Joints in Seven Amazonian Hardwoods /$cPJ. Pellicane, RA. Sá Ribeiro. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aTwo hundred ninety-two nailed joints in seven species of Amazonian hardwoods were tested to evaluate their load-slip (P-?) behavior when subjected to lateral loading. The seven species commonly used in Brazilian light-frame construction had a range of specific gravities from 0.36 to 0.85 (based on an oven-dry volume) Four sizes of common wire nails were used to construct joints with main and side members of the same species. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aLateral load. =650 \0$aNailed joints. =650 \0$aEmbedding strength. =650 \0$aTropical hardwoods. =650 \0$aEuropean Yield Model. =650 \0$aJoints (Engineering) =650 14$aWood. =650 24$aLateral load. =650 24$aNailed joints. =650 24$aTropical hardwoods. =650 24$aEmbedding strength. =650 24$aEuropean Yield Model. =700 1\$aSá Ribeiro, RA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11896J.htm =LDR 02790nab a2200541 i 4500 =001 JTE11897J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11897J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11897J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC100 =082 04$a621.9/94$223 =100 1\$aFwa, TF.,$eauthor. =245 10$aExperimental Evaluation of a Laboratory Twin-Probe Nuclear Gage for Specimen Density Measurement /$cTF. Fwa, SA. Tan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThis paper describes a series of tests conducted to establish the operating requirements of a laboratory twin-probe nuclear gage for density measurement of cylindrical specimens of homogeneous materials. The nuclear device is an adaptation of a direct transmission field gage for laboratory density measurement. It is shown in this evaluation program that three forms of analysis are required for the setting up of such an apparatus: calibration analysis, precision evaluation, and accuracy assessment. Three specimen diameters (75, 100, and 150 mm), three materials with densities from 0.8 to 2.7 g/cm3, and nuclear gage source-to-detector spacings ranging from 250 to 450 mm were included in the evaluation program. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGage calibration. =650 \0$aPrecision analysis. =650 \0$aAccuracy assessment. =650 \0$aNuclear density gage. =650 \0$aCylindrical specimens. =650 \0$aGage blocks$xCalibration. =650 14$aNuclear density gage. =650 24$aCylindrical specimens. =650 24$aGage calibration. =650 24$aPrecision analysis. =650 24$aAccuracy assessment. =650 24$aSource-to-detector spacing. =700 1\$aTan, SA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11897J.htm =LDR 02926nab a2200529 i 4500 =001 JTE11899J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11899J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11899J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC51.U6 =082 04$a530/.028/4$223 =100 1\$aBeidler, CJ.,$eauthor. =245 10$aDevelopment of a B4C/Al Cermet for Use as an Improved Structural Neutron Absorber /$cCJ. Beidler, WE. Hauth, A. Goel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aAn aluminum and boron carbide cermet was evaluated for possible application as a neutron absorbing material where structural strength and rigidity will be required. The boron carbide/aluminum composite possessed unique continuous interconnected ceramic and metal phases. Traditional bocon containing neutron absorbing materials have relied upon dispersions of particles in metal or polymeric matrices. The dispersion of boron carbide particles placed restrictions on the B10 concentration, introduced areal inhomogeneities, and necessitated the use of cladding to achieve desired strength. Utilization of two continuous phases allowed for considerable strength properties without having to include cladding. Boron concentrations in excess of 60 v/o were obtained in the cermet, a level that only hot pressing could surpass. Also, the boron carbide particle distribution could be adjusted to optimize strength and/or improve homogeneity of B10 within the material. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCermet. =650 \0$aInfiltration. =650 \0$aBoron carbide. =650 \0$aNeutron shielding. =650 \0$aNeutrons. =650 \0$aNeutron sources. =650 14$aBoron carbide. =650 24$aCermet. =650 24$aNeutron shielding. =650 24$aInfiltration. =700 1\$aHauth, WE.,$eauthor. =700 1\$aGoel, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11899J.htm =LDR 03223nab a2200565 i 4500 =001 JTE11894J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11894J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11894J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP156.P65 =082 04$a668.423*$223 =100 1\$aStrauss, EL.,$eauthor. =245 10$aHydrochlorofluorocarbon (HCFC) Blowing Agents for Foam Insulation of Launch Vehicle Cryogenic Propellant Tanks /$cEL. Strauss, JW. Bzik. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aTwo polyurethane spray-on foam insulations (SOFI) were evaluated with five hydrochlorofluorocarbon (HCFC) blowing agents each (HCFC-141b, HCFC-123, and three blends). Foams were evaluated by measuring bond and flatwise tension strengths at four temperatures, compression at ambient temperature, and substrate strain compatibility at liquid helium temperature. Additionally, foams were characterized for density, closed-cell content, oxygen index, and ablation under radiant heating. Compression strengths of RDB-1-152 (polyether polyol) exceeded those of SS-1825 SOFI (polyester polyether, blend). Highest compression and tensile strengths were for foams sprayed with HCFC-141b and strengths decreased with increasing HCFC-123 content in the blowing agent. No foam failures occurred adhesively at the aluminum substrate, but a high incidence of premature failures occurred in the knitline between successive spray layers. Process optimization studies will be conducted with the two best SOFI systems, RDB-1-152/HCFC-141b and RDB-1-152/30% HCFC-123: 70% HCFC-141b. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFluorocarbon. =650 \0$aBlowing agents. =650 \0$aPolyurethane foam. =650 \0$aLiquid hydrogen fuel. =650 \0$aHydrochlorofluorocarbon. =650 \0$aSpray-on foam insulation. =650 \0$aPolyurethanes. =650 14$aSpray-on foam insulation. =650 24$aPolyurethane foam. =650 24$aBlowing agents. =650 24$aHydrochlorofluorocarbon. =650 24$aFluorocarbon. =650 24$aCryogenic propellant tanks. =650 24$aLiquid hydrogen fuel. =700 1\$aBzik, JW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11894J.htm =LDR 03006nab a2200529 i 4500 =001 JTE11117J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11117J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11117J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aBarker, LM.,$eauthor. =245 10$aChevron-Notched Specimens for Fracture Toughness Measurements Independent of R-Curve Effects /$cLM. Barker. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aA relatively new plane-strain fracture toughness test method based on chevron-notched test specimens has created a keen interest in comparing toughness measurements by the new method against measurements by the conventional method (ASTM E 399). Tests of various aluminum alloys by the two methods have shown a divergence in test results at the higher toughness levels. The rising R-curve effect in tough aluminums has been cited as one of the factors contributing to the observed discrepancy. This paper shows why the chevron-notched test results are independent of rising R-curve effects, whereas ASTM E 399 tests often are not. The E 399 test dependence on the rising R-curve constitutes a specimen size effect, and this dependence is partly responsible for the divergence between chevron-notched and E 399 tests of tougher aluminums. The chevron-notched method produces the toughness values which would be obtained from E 399 measurements if sufficiently large E 399 specimens could be tested. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aR-curves. =650 \0$aFracture mechanics. =650 \0$aFracture toughness. =650 \0$aMeasuring techniques. =650 \0$aChevron-notched specimens. =650 \0$aMetals$xFracture. =650 \0$aSelf-organizing systems. =650 14$aFracture toughness. =650 24$aChevron-notched specimens. =650 24$aR-curves. =650 24$aFracture mechanics. =650 24$aMeasuring techniques. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11117J.htm =LDR 03276nab a2200541 i 4500 =001 JTE11120J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11120J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11120J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC197 =082 04$a531/.1134$223 =100 1\$aKulakowski, BT.,$eauthor. =245 10$aEvaluation of Performance of Three Slip Resistance Testers /$cBT. Kulakowski, FL. Buczek, PR. Cavanagh, P. Pradhan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aInjuries and deaths from falls due to slipping on walking surfaces have been recognized as a major accident problem in many countries. The safety of walking depends primarily on the surface slip resistance, which is defined as the ratio of (a) the minimum shear force necessary to initiate slipping of a body over the surface to (b) the body's normal force. Several kinds of devices are currently in use to measure slip resistance. In this paper three slip resistance measuring devices are evaluated: the National Bureau of Standards-Brungraber Tester, the Horizontal Pull Slipmeter, and the Pennsylvania Transportation Institute Drag Sled Tester. The testing program consisted of two phases. In the first phase each tester was used to measure the slip resistance of selected surfaces representing a wide range of frictional characteristics of typical indoor and outdoor surfaces. All tested materials were in actual use on walking surfaces. In the mechanical tests the testers were evaluated with respect to their applicability, precision, repeatability, and sensitivity to the operator's measuring technique. The correlation was determined between the results produced by the testers on the same surfaces. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSlip resistance. =650 \0$aSlip resistance tester. =650 \0$aNanostructured materials. =650 \0$aSurfaces (Physics) =650 \0$aRheology. =650 14$aSlip. =650 24$aSlip resistance. =650 24$aSlip resistance tester. =650 24$aStatic coefficient of friction. =650 24$aSafety of walking surface. =700 1\$aBuczek, FL.,$eauthor. =700 1\$aCavanagh, PR.,$eauthor. =700 1\$aPradhan, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11120J.htm =LDR 02947nab a2200661 i 4500 =001 JTE11121J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11121J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11121J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.5 =082 04$a624.1/5136$223 =100 1\$aO'Connor, DJ.,$eauthor. =245 12$aA Comparison of Test Methods for Shear Properties of the Cores of Sandwich Constructions /$cDJ. O'Connor. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aASTM C 273 and BS 4370 single block tests for shear properties of sandwich cores are critically examined. A previous appraisal using finite element modelling is highlighted and extended to include the effects of stress concentrations. Overall performance is assessed by selected laboratory programs and comparisons with panel test and flexural test methods. The ASTM method is shown to give accurate results generally. Modifications are required to the BS 4370 method. Problem areas with regard to theoretical stress concentrations in both methods are identified in relation to the test for shear strength. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTesting. =650 \0$aStiffness. =650 \0$aShear tests. =650 \0$aTest methods. =650 \0$aShear modulus. =650 \0$aShear strength. =650 \0$aStress analysis. =650 \0$aCodes (standards) =650 \0$aComposite materials. =650 \0$aSandwich construction. =650 \0$aVanesheartests$xCongresses. =650 \0$aShearstrength of soils$xTesting. =650 \0$aVanesheartests. =650 14$aShear tests. =650 24$aCodes (standards) =650 24$aTesting. =650 24$aTest methods. =650 24$aStiffness. =650 24$aShear modulus. =650 24$aShear strength. =650 24$aStress analysis. =650 24$aSandwich construction. =650 24$aComposite materials. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11121J.htm =LDR 03072nab a2200553 i 4500 =001 JTE11118J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11118J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11118J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC665.E4 =082 04$a537$223 =100 1\$aHussien, SA.,$eauthor. =245 10$aEffect of Strain Rate and Temperature on the Mechanical Anisotropy of Recrystallized Zircaloy TREX (Tube Reduced Extrusion) /$cSA. Hussien, KL. Murty. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aTube Reduced Extrusion (TREX) is an intermediate product in the production of Zircaloy canning tubes for nuclear reactors. This paper studies the mechanical anisotropy, which has a direct relation to the formability of recrystallized Zircaloy-2 TREX. The yield stresses, as well as the anisotropy parameters (R and P) in the modified Hills equation, are evaluated using impression testing as a function of test temperatures and strain rates. The impression test offers a rather direct way for evaluating R and P through the uniaxial yield stresses along the three orthogonal directions. The anisotropy of the yield stress is evident at low test temperatures and decreases at high temperatures. The anisotropy parameter R is insensitive to test temperature (room temperature to 623 K) and strain rate (10-2 to 10-3s-1) and has a value close to unity. The P parameter decreases with increasing test temperature, approaching unity at 623 K. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aZircaloy. =650 \0$aImpression test. =650 \0$aAnisotropy parameters. =650 \0$aMechanical anisotropy. =650 \0$aTube reduced extrusion. =650 \0$aElectromagnetic fields$xMathematics. =650 \0$aComposite materials. =650 \0$aElectromagnetism. =650 14$aAnisotropy parameters. =650 24$aImpression test. =650 24$aMechanical anisotropy. =650 24$aTube reduced extrusion. =650 24$aZircaloy. =700 1\$aMurty, KL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11118J.htm =LDR 03280nab a2200625 i 4500 =001 JTE11122J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11122J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11122J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA680 =082 04$a624.1834$223 =100 1\$aChakrabarti, PR.,$eauthor. =245 10$aPrecompressed Concrete Corbels /$cPR. Chakrabarti, SI. Kashou. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aVery short members such as concrete brackets, corbels, and ledger beams are exposed to direct shear force. While much research has been done on reinforced concrete corbels, experimental data on the performance of precompressed concrete corbels and high-strength concrete corbels are limited. This study was designed to verify the shear-friction theory of design as suggested in the American Concrete Institute (ACI) Code. Nine corbels, divided into three series with the average concrete strength ranging between 33.23 MPa (4820 psi) and 65.72 MPa (9530 psi), were subjected to varying compressive forces and light confining steel. The corbels were loaded monotonically to failure and studied at the California State University at Fullerton. In all cases, the shear span to depth ratio (a/d) was less than 0.5. Incremental static load was gradually applied until the specimen failed. The study indicated that the ACI Code provisions are conservative and the shear friction theory needs modification. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aACI Code. =650 \0$aFailure mode. =650 \0$aUltimate strength. =650 \0$aReinforced concrete. =650 \0$aBrackets and corbels. =650 \0$aLow span/depth ratio. =650 \0$aPrecompressed corbels. =650 \0$aShear friction theory. =650 \0$aPrecast concrete construction$xJoints$xTesting. =650 \0$aCorbels$xTesting. =650 14$aReinforced concrete. =650 24$aBrackets and corbels. =650 24$aPrecompressed corbels. =650 24$aACI Code. =650 24$aShear friction theory. =650 24$aLow span/depth ratio. =650 24$aFailure mode. =650 24$aUnbonded high-tension bar. =650 24$aUltimate strength. =700 1\$aKashou, SI.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11122J.htm =LDR 02711nab a2200529 i 4500 =001 JTE11116J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11116J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11116J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA169 =082 04$a620/.00452$223 =100 1\$aZhang, D.,$eauthor. =245 10$aLow-Cycle Fatigue Analysis of Notched Members /$cD. Zhang, BI. Sandor. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aLow-cycle fatigue crack initiation and propagation lives of notched members are investigated. By relating Nci(?J/??)? = Cn to the Coffin-Manson equation and correlating to test results, ? and Cn are found to be functions of several parameters: cyclic stress-strain constants, geometry of notch (depth and curvature), and stress ratio. (?J/γ'y) is chosen as a parameter for crack propagation in notched members. Fatigue crack initiation and propagation tests were conducted on notched plate specimens of different notch radii and stress ratios. Crack initiation life, crack propagation life, and total fatigue life are compared with the calculations. There are good correlations between the test results and the calculations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack initiation. =650 \0$aCrack propagation. =650 \0$aLow-cycle fatigue. =650 \0$aStrain energy density. =650 \0$aFracture mechanics. =650 \0$aMaterials$xFatigue. =650 14$aLow-cycle fatigue. =650 24$aCrack initiation. =650 24$aCrack propagation. =650 24$aStress intensity factor range. =650 24$aStrain energy density. =700 1\$aSandor, BI.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11116J.htm =LDR 02789nab a2200529 i 4500 =001 JTE11115J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11115J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11115J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA445 =082 04$a620.1366$223 =100 1\$aMayville, RA.,$eauthor. =245 10$aDetermination of the Loading Rate Needed to Obtain Environmentally Assisted Cracking in Rising Load Tests /$cRA. Mayville, TJ. Warren, PD. Hilton. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aA method is proposed to calculate the loading rate needed to induce environmentally assisted cracking (EAC) in precracked specimens tested under rising load. The procedure applies to materials that fracture by ductile tearing under inert conditions and requires some EAC data, although these may be obtained from one of several sources. A fundamental basis is provided to explain why the rising load test can serve as an accelerated test. Application to a medium strength steel in synthetic seawater and a pipeline steel in a carbonate/bicarbonate solution shows good results: EAC was exhibited and a close estimate of the threshold stress intensity factor for sustained load was obtained in less than one tenth the time required by conventional methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPrecracked. =650 \0$aRising load. =650 \0$aReinforced concrete$xFracture. =650 \0$aReinforced concrete. =650 14$aEnvironmentally assisted cracking. =650 24$aStress corrosion cracking. =650 24$aRising load. =650 24$aPrecracked. =650 24$aAISI 4340. =650 24$aX65. =700 1\$aWarren, TJ.,$eauthor. =700 1\$aHilton, PD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11115J.htm =LDR 02370nab a2200505 i 4500 =001 JTE11119J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11119J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11119J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aUnderwood, JH.,$eauthor. =245 10$aProposed Standard Arc-Bend Chord-Support Fracture Toughness Specimens and K Expressions /$cJH. Underwood. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aCollocation and finite element calculations and limit solutions were used to propose standard geometries and K expressions for measuring fracture toughness with arc-bend chord-support specimens. Polynomial expressions for K were determined for a wide range of crack lengths and for two span-to-depth ratios. The fracture toughnesses of steel and aluminum alloys were measured using the proposed methods and compared with results from existing standard methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCollocation. =650 \0$aTest methods. =650 \0$aCylindrical shape. =650 \0$aFracture toughness. =650 \0$aFracturemechanics. =650 \0$aStructural dynamics. =650 14$aFracture toughness. =650 24$aTest methods. =650 24$aCollocation. =650 24$aCylindrical shape. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11119J.htm =LDR 02314nab a2200541 i 4500 =001 JTE11123J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11123J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11123J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA1242.P79 =082 04$a363.1/79$223 =100 1\$aBozenhardt, H.,$eauthor. =245 10$aDynamic Reconciliation Algorithm Used on a High-Purity Propylene System /$cH. Bozenhardt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aOne of the most pervasive and chronic problems in the processing industries is the control of unit operations with substantial dead-time. Dead-time can be the result of large multi-staged or interunit operations. This paper deals with a process that contains both types of dead-time. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPropylene. =650 \0$aDistillation. =650 \0$aAdvance control. =650 \0$aDynamic reconciliation. =650 \0$aReal-time compensation. =650 \0$aEpoxy Compounds. =650 \0$aEthers, Cyclic$xtoxicity. =650 \0$aEnvironmental health$vPeriodicals. =650 14$aDynamic reconciliation. =650 24$aReal-time compensation. =650 24$aDistillation. =650 24$aAdvance control. =650 24$aPropylene. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11123J.htm =LDR 03495nab a2200553 i 4500 =001 JTE10629J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10629J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10629J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126$223 =100 1\$aEl Haddad, MH.,$eauthor. =245 10$aFatigue Life Prediction of Welded Components Based on Fracture Mechanics /$cMH. El Haddad, TH. Topper, IFC Smith. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aAn elastic-plastic fracture mechanics solution for fatigue cracks initiating from weld toes is introduced that admits plasticity by replacing the conventional stress term with a strain term. It accounts for the propagation of very short cracks by the introduction of an effective crack length equal to the actual length increased by an amount l0, where l0 is a constant characteristic of the material and material condition. Consideration is also given to the effect of mean stress and crack front shape on an intensity factor derived from this solution. Crack growth results for cracks in both elastic and plastic strain fields of welded specimens, when interpreted in terms of the intensity factor, show excellent agreement with elastic long crack data. This intensity factor, when combined with a propagation model that includes all stages of crack growth, also successfully predicts the entire life of butt- and fillet-welded specimens for two steels. The threshold stress corresponding to the failure of butt-welded specimens is equal to the smooth specimen fatigue limit stress divided by the elastic stress concentration factor. However, for fillet welds, the stress level corresponding to failure is higher than the fatigue limit stress divided by the elastic stress concentration factor. At stresses between these two stress levels, cracks start at fillet-weld toes but do not propagate to failure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aFatigue tests. =650 \0$aThreshold stress. =650 \0$aCrack propagation. =650 \0$aStress intensity factor. =650 \0$aFracture mechanics. =650 \0$aFracture mechanics$xMathematical models. =650 14$aCrack propagation. =650 24$aStresses. =650 24$aFatigue tests. =650 24$aStress intensity factor. =650 24$aThreshold stress. =700 1\$aTopper, TH.,$eauthor. =700 1\$aSmith, IFC,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10629J.htm =LDR 02466nab a2200541 i 4500 =001 JTE10627J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10627J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10627J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.26 =082 04$a620.11217$223 =100 1\$aLo, WC.,$eauthor. =245 10$aRoom Temperature Capacitance and Dissipation Factor Measurement of Chip Capacitors-An Interlaboratory Evaluation /$cWC. Lo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aAn interlaboratory test on room temperature measurement of unencapsulated multilayer ceramic capacitors (commonly known as chip capacitors) was conducted under the sponsorship of ASTM Committee F01 on Electronics. Results show that a well-defined method of test is needed to get agreement among mesurements of capacitance and dissipation factors for this type of capacitor. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCapacitance. =650 \0$aChip capacitors. =650 \0$aDissipation factor. =650 \0$aCeramic capacitors. =650 \0$aCeramic materials. =650 \0$aHeat resistant materials. =650 14$aCapacitance. =650 24$aDissipation factor. =650 24$aCeramic capacitors. =650 24$aChip capacitors. =650 24$aMultilayer ceramic capacitors. =650 24$aMonolithic ceramic capacitors. =650 24$aTemperature characteristics of capacitance. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10627J.htm =LDR 03315nab a2200565 i 4500 =001 JTE10628J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10628J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10628J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA462 =082 04$a620.1/1223$223 =100 1\$aJoyce, JA.,$eauthor. =245 10$aComputer Data Acquisition Monitoring of the Stress Corrosion Cracking of Depleted Uranium Cantilever Beam Specimens /$cJA. Joyce, DF. Hasson, CR. Crowe. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe objective of this work was to develop and demonstrate a computer data acquisition system to monitor the stress corrosion cracking of laboratory cantilever specimens. Present methods using optical techniques require long time periods to establish the crack growth rate when low crack growth rates are present. These methods also give very limited data and do not show clearly the dependence of the crack growth rate on stress and atmospheric variables. These methods also are incapable of resolving irregularities in the crack growth rate that would exist if oxide-forming and cracking mechanisms were applicable in the material test atmosphere system. The major conclusion of this work is that a computer data acquisition system can be used to evaluate low crack growth rates in relatively short time periods as well as to evaluate the magnitude of variations in crack growth rate about a mean value. Other advantages are that the specimen can be completely enclosed to better control the test atmosphere, other variables like temperature and corrosion potentials can be easily monitored, and a permanent magnetic tape record can be produced for later reanalysis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack extension. =650 \0$aCantilever beams. =650 \0$aData acquisition. =650 \0$aDepleted uranium. =650 \0$aCrack propagation. =650 \0$aAlloys$xStress corrosion. =650 \0$aStress corrosion. =650 14$aStress corrosion. =650 24$aData acquisition. =650 24$aCrack propagation. =650 24$aCantilever beams. =650 24$aCrack extension. =650 24$aDepleted uranium. =700 1\$aHasson, DF.,$eauthor. =700 1\$aCrowe, CR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10628J.htm =LDR 02881nab a2200637 i 4500 =001 JTE10626J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10626J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10626J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA1242.H87 =082 04$a615.9/51$223 =100 1\$aLee, CM.,$eauthor. =245 10$aDevelopment of a Chronic Toxicity Test Using Chironomus riparius and the Sublethal Effects of Trisodium Carboxymethyloxysuccinate /$cCM. Lee, JF. Fullard, E. Huntington. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThe preliminary development of a 24- to 34-day life-cycle test using the freshwater midge Chironomus riparius is described. The method allows the determination of the sublethal effects of a toxicant on the survival of each life stage, overall growth of the larval stages, egg production, and hatchability of the F1 generation eggs. Trisodium carboxymethyloxysuccinate (Na3CMOS), a potential partial replacement for phosphates in fabric washing powders, is used to demonstrate the method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aToxicity. =650 \0$aDevelopment. =650 \0$aWater pollution. =650 \0$aAquatic toxicity. =650 \0$aSublethal effect. =650 \0$aFresh water fishes. =650 \0$aChironomus riparius. =650 \0$aRisk Assessment. =650 \0$aToxicity Tests. =650 \0$aEnvironmental Monitoring. =650 \0$aOccupational Exposure$xadverse effects. =650 14$aToxicity. =650 24$aFresh water fishes. =650 24$aWater pollution. =650 24$aAquatic toxicity. =650 24$aChironomus riparius. =650 24$aSublethal effect. =650 24$aTrisodium carboxymethyloxysuccinate. =650 24$aDevelopment. =700 1\$aFullard, JF.,$eauthor. =700 1\$aHuntington, E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10626J.htm =LDR 02961nab a2200661 i 4500 =001 JTE10632J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10632J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10632J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHV5824.W6 =082 04$a362.29/82/0820973$223 =100 1\$aRahka, K.,$eauthor. =245 10$aVibrations in Compact Specimens During Crack Arrest Testing /$cK. Rahka. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aMeasurements of loading arm behavior on compact tension type, transversely wedge-loaded crack arrest specimens have been made. A crack-opening measurement point close to the crack initiation site was selected in addition to face or load-line position. Conclusions concerning acceleration, vibration, and damping behavior of the specimen arms were reached and differences in the behavior of two alternative specimen types are indicated. The influence of fracture morphology on specimen behavior is reported in detail. Suggestions for further work to clarify crack run-arrest behavior of tentative test specimens are presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCleavage crack. =650 \0$aFerritic steel. =650 \0$aVibration tests. =650 \0$aCrack run-arrest. =650 \0$aCrack propagation. =650 \0$aSpecimen behavior. =650 \0$aFracture toughness. =650 \0$aFracture properties. =650 \0$aFractures (materials) =650 \0$aPressure vessel steel. =650 \0$aCrack(Drug) =650 \0$aCrack. =650 \0$aCrackCocaine. =650 14$aVibration tests. =650 24$aCrack propagation. =650 24$aFractures (materials) =650 24$aCleavage crack. =650 24$aCrack run-arrest. =650 24$aSpecimen behavior. =650 24$aFracture properties. =650 24$aFracture toughness. =650 24$aFerritic steel. =650 24$aPressure vessel steel. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10632J.htm =LDR 02937nab a2200613 i 4500 =001 JTE10625J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10625J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10625J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTF920 =082 04$a625.4$223 =100 1\$aImmarigeon, J-PA,$eauthor. =245 12$aA Hot Compression Testing Apparatus for the Study of Isothermal Forging /$cJ-PA Immarigeon, AY. Kandeil, W. Wallace, MC. de Malherbe. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aAn apparatus for uniaxial compression testing has been developed to simulate isothermal forging conditions. The system is capable of applying 100-kN loads at temperatures up to 1200 ± 3°C in a controlled environment and at constant true strain rates between 10-5/s and 1/s. The apparatus is described and its performance discussed. To illustrate its use, results on the flow behavior of nickelbase superalloy compacts and composites are presented that demonstrate the importance of proper control of the testing parameters. The difference in flow strength of the two materials under identical testing conditions is discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHot forming. =650 \0$aPowder metallurgy. =650 \0$aIsothermal forging. =650 \0$aHigh temperature flow. =650 \0$aMetal-matrix composites. =650 \0$aNickel-base superalloys. =650 \0$acompression tests. =650 \0$aLoad factor design. =650 \0$aLight rail vehicles. =650 14$aCompression tests. =650 24$aHot forming. =650 24$aPowder metallurgy. =650 24$aHigh temperature flow. =650 24$aNickel-base superalloys. =650 24$aMetal-matrix composites. =650 24$aIsothermal forging. =700 1\$aKandeil, AY.,$eauthor. =700 1\$aWallace, W.,$eauthor. =700 1\$ade Malherbe, MC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10625J.htm =LDR 02770nab a2200601 i 4500 =001 JTE10630J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10630J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10630J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGN69.8 =082 04$a614/.1$223 =100 1\$aUnderwood, JH.,$eauthor. =245 12$aA Proposed Standard Round Compact Specimen for Plane Strain Fracture Toughness Testing /$cJH. Underwood, JC. Newman, RR. Seeley. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aA round, disk-shaped specimen is proposed as a standard test specimen for addition to ASTM Test for Plane-Strain Fracture Toughness of Metallic Materials (E 399-78a). The specimen is diametrically cracked, and it is loaded in the same general way as the existing standard compact specimen. Tests and analyses were performed to verify that the proposed round compact specimen and associated stress intensity factor K solution are appropriate for a standard plane strain fracture toughness test. The use of the round compact specimen for other fracture tests is described. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aRound bar. =650 \0$aToughness. =650 \0$aStandard specimen. =650 \0$aFractures (materials) =650 \0$aStress-intensity factor. =650 \0$aFractures. =650 \0$aForensic Anthropology. =650 \0$aFractures, Bone. =650 \0$aWounds and Injuries. =650 14$aFractures (materials) =650 24$aToughness. =650 24$aStresses. =650 24$aStandard specimen. =650 24$aRound bar. =650 24$aStress-intensity factor. =700 1\$aNewman, JC.,$eauthor. =700 1\$aSeeley, RR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10630J.htm =LDR 02654nab a2200565 i 4500 =001 JTE10633J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10633J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10633J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA367 =082 04$a620.2/8$223 =100 1\$aHammitt, FG.,$eauthor. =245 10$aVibratory Horn Cavitation Erosion Comparisons /$cFG. Hammitt, T. Okada. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aResults of tests of vibratory horn cavitation erosion conducted at Fukui University, Fukui, Japan, and the University of Michigan, Ann Arbor, are compared. The tests were primarily for mild carbon steels (equivalent to Type 1018). The results from Fukui University for various other materials are also included. The maximum mean depth of penetration rate (MDPRmax) varies approximately as horn amplitude to the 1.5 power, and there are strong increases in MDPRmax for increased specimen diameter. There are also strong effects of horn frequency. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aVibration. =650 \0$aElastic waves. =650 \0$aMild carbon steel. =650 \0$aCavitation corrosion. =650 \0$aCavitation resistence. =650 \0$aCavitation. =650 \0$aUltrasonic equipment$xDesign and construction. =650 14$aCavitation corrosion. =650 24$aVibration. =650 24$aElastic waves. =650 24$aVibratory horn cavitation erosion test. =650 24$aHorn frequency and amplitude. =650 24$aCavitation resistence. =650 24$aMild carbon steel. =700 1\$aOkada, T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10633J.htm =LDR 03113nab a2200517 i 4500 =001 JTE10631J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10631J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10631J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC377 =082 04$a616.8/34$223 =100 1\$aKapp, JA.,$eauthor. =245 12$aA Wide Range Stress Intensity Factor Expression for the C-Shaped Specimen /$cJA. Kapp, JC. Newman, JH. Underwood. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA new expression has been developed to calculate the stress intensity factor K for the C-shaped specimen over a wider range of specimen parameters, namely, crack depth to width ratio a/W, load eccentricity X/W, and radii ratio r1/r2, than had previously been available. The rationale for the expression was to use known K solutions for short and deep cracks to develop a nondimensional form of K. This nondimensional form of K approaches the correct limiting values as a/W goes to both zero and one. Numerical K results from previous work were then nondimensionalized to this form and the dependence of K on a/W was determined by multivariable linear regression. The final expression agrees with the numerical K solutions within ±1.0% for 0.45 <= a/W <= 0.55 for all r1/r2 and X/W of either 0 or 0.5; within ±1.5% for 0.2 <= a/W <= 1 for all r1/r2 and X/W equal to 0 or 0.5; and within ±3% for 0.2 <= a/W <= 1 for all r1/r2 and 0 <= X/W <= 1. The accuracy of this expression will allow expanded use of the C-shaped specimen for crack growth resistance curve determination and fatigue crack growth rate testing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue (materials) =650 \0$aCracking (fracturing) =650 \0$aStress cracking tests. =650 \0$aFatigue. =650 \0$aMultiple sclerosis. =650 \0$aMultiple sclerosis$xExercise therapy. =650 14$aStress cracking tests. =650 24$aFatigue (materials) =650 24$aCracking (fracturing) =700 1\$aNewman, JC.,$eauthor. =700 1\$aUnderwood, JH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10631J.htm =LDR 03024nab a2200541 i 4500 =001 JTE12174J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12174J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12174J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aChua, KM.,$eauthor. =245 10$aExplaining the Hveem Stabilometer Test :$bRelating R-value, S-value, and the Elastic Modulus /$cKM. Chua, J. Tenison. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aThe Hveem stabilometer is used by several states to obtain materials characteristics for designing pavements. This paper presents equations that relate the Hveem stabilometer R-value and S-value with the elastic modulus. It is shown that the elastic modulus is dependent on the following: the R- or S-value, the exudation pressure, the overconsolidation ratio, the Poisson's ratio, and the angle of internal friction of the material. It is also shown how the compaction pressure might affect the calculation if the material is time-dependent or viscoelastic. An example problem is provided to show how to calculate the elastic modulus using these pertinent factors. Typical laboratory test data are also presented to demonstrate the relationship between the R-value and the elastic modulus for three different highway soil materials. It is shown that the exudation pressure is indicative of the moisture content of the test samples. The R-value and elastic modulus are shown to be quite sensitive to the moisture content. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt. =650 \0$aSoil testing. =650 \0$aElastic modulus. =650 \0$aHighway materials. =650 \0$aHveem stabilometer. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aHveem stabilometer. =650 24$aSoil testing. =650 24$aAsphalt. =650 24$aElastic modulus. =650 24$aHighway materials. =700 1\$aTenison, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12174J.htm =LDR 02835nab a2200589 i 4500 =001 JTE12183J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12183J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12183J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA441 =082 04$a693/.5$223 =100 1\$aParida, BK.,$eauthor. =245 10$aFatigue Crack Closure Evaluation Under Constant Amplitude and Spectrum Loading /$cBK. Parida, CM. Manjunatha, HM. Girish. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aFatigue crack growth behavior of through-the-thickness cracks emanating from the notch root in an aluminum alloy was investigated with particular emphasis on the evaluation of crack closure and its effects on fatigue crack growth rate. The tests were performed on SE(T) specimens both under constant amplitude (CA) and spectrum (modified FALSTAFF) loads. The near-tip strain measurement method was used for crack closure estimation in the short and long crack ranges. An attempt was also made to determine the crack closure value corresponding to the crack-tip shielding through fractographic analysis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShort cracks. =650 \0$aCrack closure. =650 \0$aSpectrum loading. =650 \0$aCrack growth rate. =650 \0$aFractographic analysis. =650 \0$aFinite-element analysis. =650 \0$aAlkali-aggregate reactions. =650 14$aCrack closure. =650 24$aShort cracks. =650 24$aCrack growth rate. =650 24$aConstant amplitude loading. =650 24$aSpectrum loading. =650 24$aNear-tip strain measurement method. =650 24$aFractographic analysis. =650 24$aFinite-element analysis. =700 1\$aManjunatha, CM.,$eauthor. =700 1\$aGirish, HM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12183J.htm =LDR 04011nab a2200613 i 4500 =001 JTE12175J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12175J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12175J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1/7765$223 =100 1\$aChiostrini, S.,$eauthor. =245 10$aIn Situ Shear and Compression Tests in Ancient Stone Masonry Walls of Tuscany, Italy /$cS. Chiostrini, L. Galano, A. Vignoli. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aThe present paper reports methods and results of an extensive experimental project performed to assess the mechanical characteristics of ancient stone masonry walls of Tuscany (Italy). Some relevant considerations concerning the determination of common design shear strength parameters via experimental test results are also presented. Results from 22 in situ tests performed on nine large-scale stone masonry panels are reported. Test panels were selected as part of shear walls in six different old masonry buildings in the northern part of Tuscany so as to represent a reliable sample of the most common masonry types in this region. In situ tests were carried out according to experimental schemes for vertical compression, shear compression, and diagonal compression. After the first test, several panels were repaired and reinforced by means of cement mortar injections (full cement grouting) or reinforced concrete (RC) jackets, and then tested again to determine the effectiveness of the intervention. Particular attention was then devoted to evaluate the referential shear strength ?k of these masonry assemblages in the original state. To this purpose, a fitting process for experimental data was used, adopting two different schemes for interpretation of the shear strength of masonry (the Coulomb and the Tumsek-Cacovic equations). The results from this work have shown that the Turnsek-Cacovic equation gives a better fit to experimental data than the Coulomb equation, especially for medium- and poor-quality masonry walls. Finally, conclusions are presented noting the difference between shear strength values calculated from fitting the data from test results and the values suggested by European and Italian standards. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStone walls. =650 \0$aShear strength. =650 \0$aAncient masonry. =650 \0$aMasonry buildings. =650 \0$aExperimental tests. =650 \0$aHistoric buildings. =650 \0$aMasonry shear walls. =650 \0$aLarge-scale in situ tests. =650 \0$aShear (Mechanics) =650 14$aMasonry buildings. =650 24$aHistoric buildings. =650 24$aMasonry shear walls. =650 24$aStone walls. =650 24$aExperimental tests. =650 24$aLarge-scale in situ tests. =650 24$aShear strength. =650 24$aAncient masonry. =700 1\$aGalano, L.,$eauthor. =700 1\$aVignoli, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12175J.htm =LDR 03758nab a2200613 i 4500 =001 JTE12180J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12180J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12180J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC176.8.M5 =082 04$a620.1/1892$223 =100 1\$aBaskaran, A.,$eauthor. =245 12$aA New Facility to Simulate Simultaneous Wind and Thermal Effects on Roofing Systems /$cA. Baskaran, K. Liu, W. Lei, A. Delgado. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aRoofing systems are exposed to wind pressures and thermal stresses. Through a North American roofing consortium (Special Interest Group for Dynamic Evaluation of Roofing Systems-SIGDERS) the National Research Council Canada fabricated a facility to evaluate roof assemblies under simultaneous wind and thermal effects. The overall objective of this paper is to present the commissioning process of the facility based on experimental investigations that were carried out on a single-ply roofing system with a PVC membrane. For this study, roofing system responses were measured under simulated simultaneous wind and heat/cold conditions. A systematic attempt also was made to quantify the system response and to characterize the membrane properties. This was performed on a cold-conditioned system as well as by subjecting the membrane samples to the same cold-conditioning program in a laboratory freezer. Membrane samples were characterized by mechanical and chemical methods. Comparison of laboratory-conditioned membranes and wind-tested systems revealed the effects of cold conditioning and wind loading. Neither the wind uplift nor the mechanical properties (tensile breaking strength, elongation at break, tear strength, and seam strength) nor the chemical properties (glass transition temperature and weight loss) were affected by the selected cold conditioning. Based on these findings, directives for further studies are presented for this ongoing project. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWind uplift. =650 \0$aPVC membrane. =650 \0$aRoofing membrane. =650 \0$aMechanical testing. =650 \0$aThermal conditioning. =650 \0$aChemical characterization. =650 \0$aMicromechanics. =650 \0$aSolid state physics. =650 14$aWind uplift. =650 24$aRoofing membrane. =650 24$aDynamic mechanical analysis. =650 24$aMechanical testing. =650 24$aThermal conditioning. =650 24$aChemical characterization. =650 24$aPVC membrane. =650 24$aThermogravimetric analysis. =700 1\$aLiu, K.,$eauthor. =700 1\$aLei, W.,$eauthor. =700 1\$aDelgado, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12180J.htm =LDR 03009nab a2200517 i 4500 =001 JTE12182J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12182J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12182J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ180 =082 04$a311.2$223 =100 1\$aRismantojo, E.,$eauthor. =245 10$aComparison of Fine Aggregate Uncompacted Voids Content Measured by the ASTM C 1252 and the VTM-5 Devices /$cE. Rismantojo, JE. Haddock, TD. White. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aAs part of the National Cooperative Highway Research Program Project 4-19(2), a series of uncompacted voids tests was performed using the ASTM Test Methods for Uncompacted Void Content of Fine Aggregates, C 1252, and the Virginia Department of Transportation VTM-5 test devices. Comparisons between the uncompacted voids measured by the two devices were made by using five different measurement methods on each of six different fine aggregates. The effects of test procedure and/or device, and their interactions with particle size on the measurement of uncompacted voids were also examined. As expected, the findings indicate that the graded sample of ASTM C 1252, Method A produces a significantly lower result for uncompacted void content than do the other four methods. However, the five test methods are significantly correlated. Furthermore, while there appears to be an interaction between test device and particle size, this effect is negated when the graded sample of ASTM C 1252, Method A is used. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aVTM-5. =650 \0$aUncompacted voids. =650 \0$aFine aggregate angularity. =650 \0$aScience$xExperiments. =650 \0$aMathematical statistics. =650 14$aUncompacted voids. =650 24$aFine aggregate angularity. =650 24$aASTM C 1252. =650 24$aVTM-5. =700 1\$aHaddock, JE.,$eauthor. =700 1\$aWhite, TD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12182J.htm =LDR 03181nab a2200541 i 4500 =001 JTE12176J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12176J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12176J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.84 =082 04$a620.1/127$223 =100 1\$aAhn, S-H,$eauthor. =245 14$aThe Determination of JIc Using the Time-Frequency Analysis Method /$cS-H Ahn, K-W Nam. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aElastic-plastic fracture toughness, JIc, can be used as an effective design criterion. Among the JIc test methods approved by ASTM, the unloading compliance method has been used in this paper. In order to examine the relationship between the fracture behavior of the JIc test and acoustic emission (AE) signals, the post processing of AE signals was carried out by a joint time-frequency analysis method, i.e., the fast Fourier transform. The objective of this study is to evaluate the application of the characterization of AE signals for the unloading compliance method of the JIc test. Using a time-frequency analysis, AE signals can be extracted from the raw signal and be analyzed at the same time. The AE signal generated in the elastic-plastic fracture of material shows different aspects in the elastic and the plastic range or at the first portion of the crack growth by fracture. For example, energy obtained from the AE count method increases rapidly at the beginning of the plastic fracture. The elastic-plastic fracture of the material can be analyzed using real time AE characteristics. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aUnloading compliance. =650 \0$aSignal characteristics. =650 \0$aElastic-plastic toughness. =650 \0$aNondestructive evaluation. =650 \0$aAcoustic emission. =650 \0$aAcoustic emission testing. =650 14$aElastic-plastic toughness. =650 24$aAcoustic emission. =650 24$aUnloading compliance. =650 24$aSignal characteristics. =650 24$aJoint time-frequency analysis. =650 24$aNondestructive evaluation. =700 1\$aNam, K-W,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12176J.htm =LDR 02469nab a2200565 i 4500 =001 JTE12178J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12178J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12178J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC176.8.M5 =082 04$a620.1/1892$223 =100 1\$aVankudre, HV.,$eauthor. =245 10$aEvaluation of the Mean Plastic Strain Ratio rm of Metallic Sheets Prestrained Along Different Biaxial Strain Paths /$cHV. Vankudre, PP. Date. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aASTM standards are widely used to determine the plastic strain ratio r to characterize the normal anisotropy and the planar anisotropy of sheet metal. The values determined by mechanical testing are quoted at a strain of 15%. These are used for comparing two techniques of measuring the plastic strain ratio or the anisotropy of two materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModul r. =650 \0$aStrain path. =650 \0$aBiaxial prestrain. =650 \0$aMechanical testing. =650 \0$aIn-plane stretching. =650 \0$aPlastic strain ratio. =650 \0$aMicromechanics. =650 \0$aSolid state physics. =650 14$aPlastic strain ratio. =650 24$aBiaxial prestrain. =650 24$aIn-plane stretching. =650 24$aModul r. =650 24$aStrain path. =650 24$aMechanical testing. =700 1\$aDate, PP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12178J.htm =LDR 03156nab a2200541 i 4500 =001 JTE12179J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12179J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12179J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1/7765$223 =100 1\$aYoshihara, H.,$eauthor. =245 10$aMethod of Measuring the Shear Strength of Wood by the Asymmetric Four-Point Bending Test Using a Notched Beam Specimen /$cH. Yoshihara, O. Ohhata. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aWe measured the shear strength of wood by the asymmetric four-point bending test using notched beam specimens of Todomatsu (Japanese fir, Abies sachalinensis Fr. Schmidt). The notches were cut on both longitudinal-tangential (LT) planes along the neutral axis, and the load was applied asymmetrically on the longitudinal-radial plane to obtain the shear strength of the LT plane. In the tests, the notch depth and span-to-thickness ratio, which was defined as span/depth ratio, varied and the influence of specimen configuration was examined. Independently of the bending tests, block shear and Iosipescu shear tests were performed and the shear strengths obtained were compared with those obtained by the bending tests. When the specimen had a proper configuration, the value of shear strength was stable over a wide span/depth ratio range and was close to that obtained by the Iosipescu shear test. Hence, we think that the asymmetric four-point bending test using a notched beam specimen is promising for evaluating the realistic shear strength of wood. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShear strength. =650 \0$aBlock shear test. =650 \0$aSpan/depth ratio. =650 \0$aIosipescu shear test. =650 \0$aNotched beam specimen. =650 \0$aShear (Mechanics) =650 14$aShear strength. =650 24$aAsymmetric four-point bending test. =650 24$aNotched beam specimen. =650 24$aSpan/depth ratio. =650 24$aBlock shear test. =650 24$aIosipescu shear test. =700 1\$aOhhata, O.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12179J.htm =LDR 02361nab a2200457 i 4500 =001 JTE12173J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12173J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12173J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519/.1$223 =100 1\$aMeged, Y.,$eauthor. =245 10$aModeling of Vibratory Cavitation Erosion Test Results by a Weibull Distribution /$cY. Meged. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThe rate of mass loss in vibratory cavitation erosion tests varies with time. As a consequence, this process is treated empirically. It is suggested by the author that the cumulative mass loss-time curve test results can be represented accurately by the Weibull cumulative distribution function. This model was verified for 26 tests of nine metals. Among these metals is Ni 200, which is a standard reference material for erosion tests. This model allows treating the results of vibratory cavitation erosion tests analytically, thereby obtaining invaluable information from the test data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModeling. =650 \0$aWeibull method. =650 14$aVibratory cavitation erosion. =650 24$aModeling. =650 24$aWeibull cumulative distribution function. =650 24$aNi 200. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12173J.htm =LDR 02536nab a2200469 i 4500 =001 JTE12181J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12181J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12181J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC20.7.F67 =082 04$a530.15/5723$223 =100 1\$aTrichili, H.,$eauthor. =245 12$aA Review of Watermarking Techniques :$bApplications, Properties, and Domains /$cH. Trichili, M-S Bouhlel, L. Kamoun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aWith the expansion of the Internet an increased amount of digital information, such as documents, images, and audio and video data has become available to a large number of people. Since the digital network is often used to offer digital media for profit, there is a strong need for copyright protection and a considerable interest in methods for inserting in a multimedia document a visible, or preferably invisible, mark to identify the owner. This article provides an overview of watermarking properties, and an evaluation of different embedding domains besides different applications. A survey of them and their respective requirements is presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImage watermarking. =650 \0$aFourier transformations. =650 14$aImage watermarking. =650 24$aDiscrete cosine transformation. =650 24$aDiscrete wavelets transformation. =700 1\$aBouhlel, M-S,$eauthor. =700 1\$aKamoun, L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12181J.htm =LDR 02781nab a2200529 i 4500 =001 JTE12177J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12177J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12177J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aBose, WW.,$eauthor. =245 10$aFracture Toughness of Thin Polymer Films Using Miniature Specimens /$cWW. Bose, JD. Landes. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThin polymer films were tested to determine fracture toughness. This was done to provide a measure of the resistance of the materials to crack-related damage and as a method for material evaluation and selection. The films tested were of a transparent polymeric material and were in the range of 0.03-0.10 mm thick. The testing procedures required to determine the fracture toughness for these materials were new, so several aspects of the testing had to be developed. These included the design and machining of appropriate specimens, the test setup and fixtures needed, and the method of data evaluation. This paper describes the procedures used to do this. The development work was done on a model material, 3M transparency overhead film for copiers. Most of the results presented here are for that material. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ integral. =650 \0$aPolymeric film. =650 \0$aFracture toughness. =650 \0$aMiniature specimen. =650 \0$aNormalization curve. =650 \0$afracture mechanics. =650 14$aFracture toughness. =650 24$aMiniature specimen. =650 24$aPolymeric film. =650 24$aJ integral. =650 24$aNormalization curve. =700 1\$aLandes, JD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12177J.htm =LDR 03022nab a2200577 i 4500 =001 JTE12692J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12692J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12692J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC685.I6 =082 04$a616.1/23705$223 =100 1\$aPascual, FG.,$eauthor. =245 14$aThe Modified Sudden Death Test :$bPlanning Life Tests with a Limited Number of Test Positions /$cFG. Pascual, WQ. Meeker. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aWe present modified sudden death test (MSDT) plans to address the problem of limited testing positions in life tests.A single MSDT involves testing k specimens simultaneously until the rth failure.The traditional sudden death test (SDT) is a special case when r1.The complete MSDT plan consists of g single MSDTs run in sequence.When r>1, there can be up to r?1 idle test positions at any time.We propose testing "standby" specimens in the idle positions and use simulation to gage the improvement over the basic MSDT plan.We evaluate test plans with respect to the asymptotic variance of maximum likelihood estimators of quantities of interest, total experiment duration, and sample size.In contrast to traditional experimental plans, shorter total testing time and smaller sample sizes are possible under MSDT plans. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSudden death test. =650 \0$aWeibull distribution. =650 \0$aLimited test positions. =650 \0$aSudden death$xPrevention. =650 \0$aExercise Test. =650 \0$aPhysical Exertion. =650 \0$aHeart Arrest. =650 \0$aRunning. =650 14$aCornish-Fisher expansions. =650 24$aLimited test positions. =650 24$aMaximum likelihood methods. =650 24$aModified sudden death test. =650 24$aSudden death test. =650 24$aType I and Type II censoring. =650 24$aWeibull distribution. =700 1\$aMeeker, WQ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12692J.htm =LDR 03108nab a2200517 i 4500 =001 JTE12030J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12030J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12030J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA413.5 =082 04$a620.1/123/028$223 =100 1\$aSharpe, WN.,$eauthor. =245 12$aA Potential Optical Standard for Resistance Strain Gages /$cWN. Sharpe. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aThe laser-based interferometric strain/displacement gage (ISDG) is an optical technique that measures the change in relative distance between two reflective markers on a specimen surface. When the markers are illuminated with a low-power He-Ne laser, interference patterns are formed in space that can be monitored and related to the relative displacement between them. The ISDG has been used in experiments ranging in duration from 10 ?s to 1000 h-a dynamic range of eleven orders of magnitude. This noncontacting technique offers some intriguing possibilities for resistance strain gage calibration. It does not have to be compensated for temperature since there is no thermal expansion of the gage. There are no transverse effects since it measures only the strain along the line between the two markers. It can measure biaxial strains if three markers are placed in an orthogonal pattern. With high-speed detectors, the ISDG can have a very high-frequency response. The fringe motions can be tracked by following the maximums or minimums of the patterns so there is no drift in the electronic instrumentation, which makes the ISDG suitable for calibration of gages used to measure creep strain. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStandards. =650 \0$aStrain gages. =650 \0$aInterferometry. =650 \0$aElastoplastic strains. =650 \0$aExtensometer. =650 \0$aGages. =650 14$aStrain gages. =650 24$aInterferometry. =650 24$aNoncontacting strain measurement. =650 24$aStandards. =650 24$aElastoplastic strains. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12030J.htm =LDR 03726nab a2200601 i 4500 =001 JTE12024J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12024J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12024J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA419.5 =082 04$a691.1$223 =100 1\$aRosowsky, DV.,$eauthor. =245 10$aEstablishing Uplift Design Values for Metal Connectors in Light-Frame Construction /$cDV. Rosowsky, TD. Reed, KG. Tyner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aWind loads cause uplift pressures to be applied to a roof resulting in a net uplift force on the structure. One of the most critical locations in the vertical load path is the connection between the roof and the wall, specifically between the roof rafter (or truss) and the top-plate of the wall. This connection is typically made using mechanical fasteners such as metal straps and nails. The manufacturers of these straps provide allowable capacities for their products based on ASTM test procedures for tension straps, joist hangers, or other similar products. Manufacturers' published design capacities for hurricane straps are based on the lowest value of three test criteria. The first criterion is the ultimate uplift load divided by three, the second is the load 1/8 in. (3.2 mm) deflection, and the third is the allowable design values for nails or other fasteners used to attach the connector to wood members. Recent test results suggest these values may be overly conservative in some cases and that some test criteria or procedures may not be representative of actual design conditions. This paper first reports on a testing program to evaluate uplift capacities of lightframe connections made using commonly available hardware. Based on an evaluation of the results and observations made during the tests, shortcomings of current test procedures and testing program details are described. Deficiencies, and specific needs to overcome them, are identified in the context of structural performance as well as safety. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWind loads. =650 \0$aConnections. =650 \0$aUplift loads. =650 \0$aHurricane straps. =650 \0$aMetal connectors. =650 \0$aWood construction. =650 \0$aStatistical analysis. =650 \0$aWood$xStandards. =650 \0$aEngineered wood construction. =650 14$aConnections. =650 24$aHurricane straps. =650 24$aMetal connectors. =650 24$aStatistical analysis. =650 24$aUplift loads. =650 24$aWind loads. =650 24$aWood construction. =700 1\$aReed, TD.,$eauthor. =700 1\$aTyner, KG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12024J.htm =LDR 03085nab a2200517 i 4500 =001 JTE12032J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12032J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12032J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA575 =082 04$a526.9/028$223 =100 1\$aObaidat, MT.,$eauthor. =245 10$aAdditional Comments About a Modified Theodolite Instrument :$bConceptual Work /$cMT. Obaidat, ZA. Al-Smadi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aWe previously described a modified surveying theodolite in which the head can be set in a second more elevated position by means of a sliding calibrated extension rod, thus allowing through triangulation the measurement of otherwise inaccessible distances or heights of objects. The recommended sequence of operations required the tilting of the extended rod of the instrument away from the plumb line in order to determine such a distance or height. Unfortunately, this tilting adversely affects the mechanical stability of the instrument. However, it is possible to make triangulation measurements without tilting the rod away from the normal. A new sequence of operations is presented in which the height of a distant object, horizontal distances, and slope distances can be calculated as functions of two measured angles of elevation and the length of the extended rod (along the normal, or plumb line) only. This operational modification has the advantages over the earlier-described procedure of simplicity, lower cost, convenience, greater mechanical stability, and increased precision of measurement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSurveying. =650 \0$aTheodolite. =650 \0$aTriangulation. =650 \0$aLevels (Surveying instruments) =650 \0$aTransit, Surveyors. =650 14$aSurveying. =650 24$aTheodolite. =650 24$aTriangulation. =650 24$aCorrection for atmospheric refraction. =650 24$aCorrection for earth curvature. =700 1\$aAl-Smadi, ZA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12032J.htm =LDR 02846nab a2200553 i 4500 =001 JTE12028J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12028J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12028J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aBledzki, AK.,$eauthor. =245 10$aDissipated Energy of Composite Materials-Part I :$bCyclic Dynamic Stress /$cAK. Bledzki, J. Gassan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThis paper presents a method for the estimation of the vibratory fatigue strength of composite materials that is based on the accumulated dissipated energy. The accumulated dissipated energy was measured with a special measuring technique, which is able to catch quasi-continuously the mechanical properties of the tested samples. The curves of the accumulated dissipated energy were approximated with an equation that includes several parameters. These parameters were identified for experiments with different types of load and for samples with different contents of micropores. For samples that reach more than 106 load cycles, the accumulated dissipated energy in one-load-stage tests is a linear function. With this, the fatigue limit of the samples can be predicted. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLife prediction. =650 \0$aFatigue behavior. =650 \0$aDissipated energy. =650 \0$aReinforced plastic. =650 \0$acomposite material. =650 \0$aComposites. =650 14$aReinforced plastic. =650 24$aComposites. =650 24$aFiberglass-epoxy composites. =650 24$aDissipated energy. =650 24$aAccumulated dissipated energy. =650 24$aFatigue behavior. =650 24$aLife prediction. =700 1\$aGassan, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12028J.htm =LDR 03346nab a2200505 i 4500 =001 JTE12023J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12023J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12023J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN751 =082 04$a620.172$223 =100 1\$aChui, YH.,$eauthor. =245 10$aStress-Strain Relationship of Common Wire Nails Under Reversed Cyclic Loading /$cYH. Chui, C. Ni. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aNailed timber joints are known to play an important role in the performance of light timber frame structures under extreme loading conditions such as those caused by hurricanes and earthquakes. Numerical modeling of nailed joint response to these loading conditions requires knowledge of, among other things, the load-displacement or stress-strain property of nails under reversed cyclic load. As part of an overall program of work to validate a finite element nailed joint model, a new test method was developed and a modified constitutive material model was adopted to characterize the through-zero cyclic stress-strain behavior of nails of different diameters. Four nail diameters ranging from 2.78 to 4.08 mm were evaluated using the proposed cyclic test and the conventional monotonic tension test methods. It is noted that the proposed constitutive model provides an excellent representation of the cyclic response of the nails. A comparison with monotonic test data reveals that yield stress under cyclic loading is higher than the corresponding monotonic test response, but the ultimate strength appears unaffected. Under cyclic loading the so-called Bauschinger and strain-softening effects are clearly evident. Elastic moduli are similar for the four nails tested. However, yield stress and strain reduce with any increase in nail diameter. The area enclosed by a hysteresis loop increases with increasing nail size. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTimber joint. =650 \0$aBauschinger effect. =650 \0$aSteel$xHeat treatment. =650 \0$aDeformations (Mechanics) =650 14$aNail. =650 24$aTimber joint. =650 24$aReversed cyclic load test. =650 24$aBauschinger effect. =650 24$aConstitutive material model. =700 1\$aNi, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12023J.htm =LDR 02272nab a2200541 i 4500 =001 JTE12031J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12031J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12031J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL269 =082 04$a629.246$223 =100 1\$aSegal, L.,$eauthor. =245 10$aThermal Diagnostic Method for Vehicle Brakes /$cL. Segal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aTheoretical and experimental validation is provided for thermal diagnosis of vehicle brakes in the example of a wheeled tractor. The diagnostic parameter adopted is the rate of temperature increase of the brake under steady-state conditions. The functional relationship between it and the structural parameter (the braking moment) is determined. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBrake. =650 \0$aVehicle. =650 \0$aTemperature. =650 \0$aDiagnostic parameter. =650 \0$aStructural parameter. =650 \0$aBrake Design. =650 \0$aVehicle Brakes. =650 \0$aBrake Performance. =650 14$aBrake. =650 24$aVehicle. =650 24$aTemperature. =650 24$aDiagnostic parameter. =650 24$aStructural parameter. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12031J.htm =LDR 03363nab a2200577 i 4500 =001 JTE12027J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12027J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12027J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS592.6.O73 =082 04$a631.4/17$223 =100 1\$aRobinson, RG.,$eauthor. =245 10$aRole of Filter Paper Separators on the Response of Clays Under Long-Duration Sustained Loading /$cRG. Robinson, MM. Allam. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aIn a one-dimensional consolidation test, a sustained load duration in excess of 104 min is rarely used for evaluation of the coefficient of secondary compression even for very plastic clays. However, there are instances in the literature where load durations have exceeded 105 min. The clogging of porous stones by migration of soil fines is conventionally prevented by interposing filter paper separators between the porous stones and the soil specimen. The present study examines the effect of filter paper separators on the secondary compression and swelling characteristics of a bentonite-sand mixture. In longterm volume change tests, use of filter paper separators results in increased deformation when the soil is undergoing drained creep in consolidation tests. When the soil undergoes swelling over a long period of time, some collapse occurs due to the decay of the filter paper separators. The observations of a long-duration drained creep test on this soil are used to explain the reported secondary compression behavior of some natural soils. The results of the study bring out the need to develop nondegradable separators for long-duration tests to protect porous stones from clogging with soil fines. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSwelling. =650 \0$aBiodegradation. =650 \0$aOrganic matter. =650 \0$aSustained loading. =650 \0$aSecondary compression. =650 \0$aFilter paper separators. =650 \0$aSoils$xOrganic compound content. =650 \0$aSewage sludge. =650 14$aFilter paper separators. =650 24$aSoil. =650 24$aSustained loading. =650 24$aSecondary compression. =650 24$aSwelling. =650 24$aBiodegradation. =650 24$aOrganic matter. =700 1\$aAllam, MM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12027J.htm =LDR 02664nab a2200517 i 4500 =001 JTE12693J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12693J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12693J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA419 =082 04$a674/.132$223 =100 1\$aPatton-Mallory, M.,$eauthor. =245 10$aQualitative Assessment of Failure in Bolted Connections :$bMaximum Stress Criterion /$cM. Patton-Mallory, PJ. Pellicane, FW. Smith. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThis paper presents information regarding the distribution of critical stresses and regions where failure is likely to initiate in single bolt wood connections loaded in tension.Predicted stresses are the results of a three-dimensional numerical analysis of a connection consisting of a single steel pin and a wood member with a hole.Stresses of particular interest are: parallel-to-grain compression and shear and perpendicular-to-grain tension.Failure location is determined by considering the regions of the member where the material capacity is exceeded in at least one of the three aforementioned stresses.No stress interaction is assumed in this analysis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBolted connection. =650 \0$aFinite element model. =650 \0$aWood. =650 \0$aTrees$xGrowth. =650 \0$aPlants$xEffect of stress on. =650 14$aBolted connection. =650 24$aWood. =650 24$aFinite element model. =650 24$aMaximum stress failure criterion. =700 1\$aPellicane, PJ.,$eauthor. =700 1\$aSmith, FW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12693J.htm =LDR 03086nab a2200541 i 4500 =001 JTE12022J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12022J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12022J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA683.5.B3 =082 04$a624.1/83423$223 =100 1\$aWang, Z.,$eauthor. =245 14$aThe Dynamic Behavior and Vibration Monitoring of Reinforced Concrete Beams /$cZ. Wang, XTC Man, RD. Finch, BH. Jansen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b40 =520 3\$aThe dynamic behavior of a reinforced concrete beam was studied theoretically and experimentally. A relationship between the resonance frequency of the beam and the applied bending moment was established. A frequency criterion corresponding to the crack control criterion in the ACI Building Code was developed. It was found that resonance frequencies and damping will change rapidly when cracks are initialized and growing. The resonance frequency shift could be as large as 20 to 25% of the original value, and the decay rate could change by a factor of 4. The applied bending moment not only determines the number and the size of cracks but also determines the crack opening or closing condition that affects both resonance frequency and damping. To accurately estimate the frequency and damping of a cracked-reinforced concrete beam, empirical formulas are proposed based on a small number of experiments. The technique has promise for global nondestructive evaluation of reinforced concrete structures such as highway bridges. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBeams. =650 \0$aVibration. =650 \0$aReinforced concrete. =650 \0$aNondestructive evaluation. =650 \0$aConcrete beams$xTesting. =650 \0$aReinforced concrete construction. =650 14$aBeams. =650 24$aReinforced concrete. =650 24$aNondestructive evaluation. =650 24$aVibration. =700 1\$aMan, XTC,$eauthor. =700 1\$aFinch, RD.,$eauthor. =700 1\$aJansen, BH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12022J.htm =LDR 03126nab a2200613 i 4500 =001 JTE12033J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12033J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12033J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aSriharsha, HK.,$eauthor. =245 12$aA Computer Program to Aid in Fatigue Precracking of Fracture Toughness Test Specimens /$cHK. Sriharsha, S. Anantharaman, S. Chatterjee, RK. Pandey. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aFatigue precracking prior to fracture toughness and fatigue tests ensures a sharp crack ahead of the notch tip. The precracking procedure is outlined in ASTM Standards E 399-78a (Standard Test Method for Plane-Strain Fracture Toughness of Metallic Materials). E813-89 (Standard Test Method for JIC, A Measure of Fracture Toughness), and E-1152-87 (Standard Test Method for Determining J-R Curves). This paper describes an interactive computer program that accepts material properties and specimen dimensions as program input. The program output when plotted graphically suggests an easy and practical precracking procedure adhering to the standards mentioned above. The program is useful in the absence of a computer-controlled testing facility. The program listout is given in the Appendix. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMaximum load. =650 \0$aLoad stepdown. =650 \0$aFatigue precracking. =650 \0$aLimit load criterion. =650 \0$aStress intensity factor. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFatigue precracking. =650 24$aStress intensity factor. =650 24$aStress intensity factor range. =650 24$aMaximum load. =650 24$aLoad stepdown. =650 24$aLimit load criterion. =650 24$aThree-point bend test specimen. =650 24$aCompact tension test specimen. =700 1\$aAnantharaman, S.,$eauthor. =700 1\$aChatterjee, S.,$eauthor. =700 1\$aPandey, RK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12033J.htm =LDR 02687nab a2200517 i 4500 =001 JTE12029J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12029J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12029J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.G44 =082 04$a624.1/51$223 =100 1\$aSalman, A.,$eauthor. =245 10$aDurability of Geosynthetics Based on Accelerated Thermo-Oxidation Testing /$cA. Salman, D. Goulias, V. Elias. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aWith the increasing use of geosynthetics in civil engineering applications, the geosynthetic industry has developed new and more sophisticated materials. As improved geosynthetics are being introduced, it is necessary to assess their durability with respect to the environmental conditions that they will be exposed to. This requires the development of accelerated tests permitting the degradation prediction of geosynthetics in actual use. To address this need, a basic autooxidation scheme (BAS) has been adapted so as to develop a kinetic model for evaluating their mechanical degradation. Based on the experimental data, the model provides estimates of strength loss with time caused by thermo-oxidation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aThermo-oxidation. =650 \0$aDegradation modeling. =650 \0$aGeosynthetics durability. =650 \0$aGeofabrics. =650 \0$aGeosynthetics. =650 \0$aSynthetic fabrics. =650 14$aGeosynthetics durability. =650 24$aThermo-oxidation. =650 24$aDegradation modeling. =700 1\$aGoulias, D.,$eauthor. =700 1\$aElias, V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12029J.htm =LDR 03119nab a2200553 i 4500 =001 JTE12026J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12026J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12026J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aJoyce, JA.,$eauthor. =245 10$aExperimental Justification for Proposed Changes to the Measurement of KIc Using ASTM E 399 /$cJA. Joyce. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aDuring the past five years considerable effort has been devoted to developing a fracture toughness measurement standard that combines the linear elastic stress intensity factor at the onset of crack extension, KIc, and the elastic-plastic fracture toughness measurement quantities, namely, JIc, the J resistance curve (J-R curve), and the corresponding crack tip opening displacement resistance curve (CTOD-R curve). The objective of this effort was to allow the engineer to start with one specimen geometry, conduct a specified test, develop either a KQ or a JQ-R curve, and then, after application of the relevant size requirements, obtain a valid fracture toughness result. At present, different specimens are required by E 399 and E 1737 (the combination and replacement of E 813 and E 1152), and if the engineer uses the E 399 specimen geometry and test procedure and subsequently finds that the measured KQ fails the E 399 size requirements, new specimens must be machined and tested according to E 1737 to obtain valid fracture toughness measurements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aT-stress. =650 \0$aSide grooves. =650 \0$aCrack initiator. =650 \0$aSize requirements. =650 \0$aStress intensity factor. =650 \0$aLinear fracture mechanics. =650 \0$afracture mechanics. =650 14$aFracture mechanics. =650 24$aLinear fracture mechanics. =650 24$aCrack initiator. =650 24$aStress intensity factor. =650 24$aSize requirements. =650 24$aSide grooves. =650 24$aT-stress. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12026J.htm =LDR 02525nab a2200553 i 4500 =001 JTE12025J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12025J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12025J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS198.3.P3 =082 04$a676/.3$223 =100 1\$aSaliklis, EP.,$eauthor. =245 10$aMeasuring the Triaxial Load-Deformation Response of Orthotropic Materials Subjected to Large and Small Strain Regimes /$cEP. Saliklis, SM. Cramer, JC. Hermanson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aA new method for obtaining triaxial stress versus strain data is presented. The method tests cubic specimens and can provide constitutive data along three mutually perpendicular axes. Issues of removing the effects of boundary conditions in the proposed device are discussed. Two devices were constructed and used to obtain triaxial stress versus strain data on paperboard and on redwood samples. Representative data are shown. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRedwood. =650 \0$aPaperboard. =650 \0$aSurface effects. =650 \0$aTriaxial testing. =650 \0$aOrthotropic materials. =650 \0$aCartonnages. =650 \0$aPaper containers. =650 14$aTriaxial testing. =650 24$aOrthotropic materials. =650 24$aPaperboard. =650 24$aRedwood. =650 24$aSurface effects. =700 1\$aCramer, SM.,$eauthor. =700 1\$aHermanson, JC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12025J.htm =LDR 02554nab a2200553 i 4500 =001 JTE12694J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12694J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12694J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aPatton-Mallory, M.,$eauthor. =245 10$aQualitative Assessment of Failure in Bolted Connections :$bTsai-Wu Criterion /$cM. Patton-Mallory, PJ. Pellicane, FW. Smith. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aIn a companion paper, a characterization is presented of stress fields in a single-shear bolted connection subjected to tension loading.Numerous stress contours are presented that illustrate the magnitude of the parallel-to-grain compression and shear stresses, as well as the perpendicular-to-grain tension stresses.In addition, regions of potential failure in the selected specimens are identified based on a maximum stress failure criterion. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aBolted connection. =650 \0$aStress interaction. =650 \0$aFinite element model. =650 \0$aElectrical and Electronic Engineering. =650 \0$aMechanical Engineering. =650 \0$aCivil Engineering. =650 14$aBolted connection. =650 24$aWood. =650 24$aFinite element model. =650 24$aTsai-Wu failure criterion. =650 24$aStress interaction. =700 1\$aPellicane, PJ.,$eauthor. =700 1\$aSmith, FW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12694J.htm =LDR 02700nab a2200529 i 4500 =001 JTE12034J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12034J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12034J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRG137 =082 04$a613.9/435$223 =100 1\$aHerman, BA.,$eauthor. =245 10$aValidation of a Corona Discharge Technique to Test Male Latex Condoms for Pinhole Defects /$cBA. Herman, RF. Carey. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe Center for Devices and Radiological Health, Food and Drug Administration, evaluated a prototype device using novel technology to detect pinholes in male latex condoms. This device uses multiple electrodes, maintained at high positive voltage, which interrogate a latex condom placed on a conducting mandrel. An electric discharge occurs only when a small hole is present in the condom and is sensed by the device. The mandrel is rotated to map out the entire surface of the condom. Using latex condoms with laser-drilled holes ranging from approximately 1 to 30 µm in diameter, we examined the sensitivity of this device. The smallest holes were detected, and the overall false negative rate was 2%. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHoles. =650 \0$aLatex. =650 \0$aCondoms. =650 \0$aElectrical discharge. =650 \0$aSexually Transmitted Diseases$xprevention & control. =650 \0$aContraception Behavior. =650 \0$aContraceptive devices, Male. =650 14$aLatex. =650 24$aCondoms. =650 24$aHoles. =650 24$aElectrical discharge. =700 1\$aCarey, RF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12034J.htm =LDR 02630nab a2200589 i 4500 =001 JTE12044J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12044J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12044J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA169 =082 04$a620.00452$223 =100 1\$aFendley, A.,$eauthor. =245 10$aRepeatability and Reproducibility in Walkway-Safety Tribometry :$bAbrasive-Grit Size in Test-Foot Preparation /$cA. Fendley, MI. Marpet, H. Medoff, D. Schutter. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aTo reduce slips and falls there is a need for repeatable and reproducible measurement, under both field and laboratory conditions, of the slip resistance between pedestrian shoe bottoms and the surfaces involved in human locomotion. Improvement of repeatability (within laboratory) and reproducibility (between laboratories) of portable tribometer test results should be a goal of tribometer designers. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTribometry. =650 \0$aRepeatability. =650 \0$aWalkway safety. =650 \0$aReproducibility. =650 \0$aAbrasive-grit size. =650 \0$aTestfoot preparation. =650 \0$aReproducibility of Results. =650 \0$aReliability (Engineering) =650 14$aAbrasive-grit size. =650 24$aRepeatability. =650 24$aReproducibility. =650 24$aTestfoot preparation. =650 24$aTribometry. =650 24$aWalkway safety. =700 1\$aMarpet, MI.,$eauthor. =700 1\$aMedoff, H.,$eauthor. =700 1\$aSchutter, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12044J.htm =LDR 02401nab a2200481 i 4500 =001 JTE12037J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12037J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12037J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.C9 =082 04$a546/.652$223 =100 1\$aSandström, R.,$eauthor. =245 10$aExtrapolation of Creep Strain Data for Pure Copper /$cR. Sandström. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aHigh-temperature plants operating in the creep regime are typically designed for a lifetime of 100 000 to 250 000 h. To obtain design data, short time data must be extrapolated to the lifetimes of technical interest. In the present paper a new method for the simultaneous extrapolation of creep strain and rupture data is proposed. This approach has the advantage that it improves the statistical basis for the evaluation and makes it possible to avoid physically impossible results frequently obtained if creep strain data are analyzed separately. The method has successfully been applied to phosphorus-alloyed pure copper. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCopper. =650 \0$aCreep strain. =650 \0$aExtrapolation. =650 \0$aChemistry. =650 \0$aTransition metals. =650 14$aCreep strain. =650 24$aExtrapolation. =650 24$aCopper. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12037J.htm =LDR 02803nab a2200493 i 4500 =001 JTE12039J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12039J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12039J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aRiemelmoser, FO.,$eauthor. =245 14$aThe Influence of Irregularities in the Crack Shape on the Crack Extension Measurement by Means of the Direct-Current-Potential-Drop Method /$cFO. Riemelmoser, R. Pippan, H. Weinhandl, O. Kolednik. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe equations used for calculating the crack extension from the change in the potential drop at a fracture mechanics specimen are generally derived for perfectly straight crack fronts. In the practice of fracture mechanics tests the crack, however, usually grows faster in the interior of the specimen than at the exterior, leading to a curved crack front. For such a case we calculate the potential drop by means of a finite difference scheme. It is shown that for curved cracks the usual procedure of the direct-current-potential-drop method underestimates the real crack extension. The same finite difference scheme is then used to account for conductive bars and bridges, which sometimes are left behind the crack front. Finally, the influence of side grooves on the potential drop is investigated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack shape. =650 \0$aCrack extension. =650 \0$afracture mechanics. =650 14$aCrack extension. =650 24$aDirect-current-potential drop method. =650 24$aCrack shape. =700 1\$aPippan, R.,$eauthor. =700 1\$aWeinhandl, H.,$eauthor. =700 1\$aKolednik, O.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12039J.htm =LDR 03701nab a2200529 i 4500 =001 JTE12160J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12160J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12160J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8/5$223 =100 1\$aTan, SA.,$eauthor. =245 10$aAutomatic Field Permeameter for Drainage Properties of Porous Asphalt Mixes /$cSA. Tan, TF. Fwa, CT. Chuai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA new automatic field permeameter was designed to measure the in situ permeability of porous asphalt roads under field testing conditions. This apparatus works on the falling head principle; the falling head with time is measured through a porous road slab with a precise pressure transducer at the base of the apparatus at very close intervals of 100 (Hz) data points/s. With the falling head data, the specific discharge (?) can be computed and plotted against the hydraulic gradient (ip1); the 3D flow permeability of the material is obtained at ip1>=1. The falling head data are shown to agree with constant head test data and are independent of the initial head at the start of the test. This demonstrates the repeatability of test measurements and the reliability of the test method, as it agrees very well with the wellaccepted constant head measurements. However, direct 1D permeability measurements of vertical and horizontal cored specimens from tested slabs showed the influence of permeability anisotropy on test results. Therefore, to make the 3D measurements useful for practical applications, a correction factor accounting for the effects of anisotropy, thickness, and size of slab on the test interpretation of the k value is obtained from a comprehensive finite element study, which allows for conversion from the 3D permeability to the effective 1D isotropic permeability. This is validated from the results of 14 porous test slabs (3 asphalt mixes and 1 portland cement concrete mix) where independent measurements of the 3D as well as the 1D horizontal and vertical permeabilities have been made, and excellent agreement is obtained when compared to finite element results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFalling head test. =650 \0$aDrainage properties. =650 \0$aPorous asphalt mixes. =650 \0$aPorous materials. =650 \0$aAsphalt. =650 \0$aPavements$xPerformance. =650 14$aAutomatic field permeameter. =650 24$aFalling head test. =650 24$aDrainage properties. =650 24$aPorous asphalt mixes. =700 1\$aFwa, TF.,$eauthor. =700 1\$aChuai, CT.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12160J.htm =LDR 02517nab a2200517 i 4500 =001 JTE12043J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12043J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12043J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS590 =082 04$a631.4/05$223 =100 1\$aPandian, NS.,$eauthor. =245 10$aCalifornia Bearing Ratio Test Simplified /$cNS. Pandian, A. Sridharan, PSRN Raju. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aDue to the large volume of soil sample material and effort involved, the conventional California bearing ratio (CBR) tests are laborious and time consuming. Hence, an attempt was made to use the Proctor mold itself with a proportionately smaller plunger to estimate the CBR values. The good agreement between the CBR values obtained using the conventional mold and plunger and the Proctor mold and a smaller plunger (with a correction factor) suggests the feasibility of this approach, especially for fine-grained soils. The recommended minitest apparatus and procedure make the CBR test much simpler. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aProctor mold. =650 \0$aDiameter ratio. =650 \0$aFine-grained soils. =650 \0$aSoils. =650 \0$aSoil science$vPeriodicals. =650 14$aCBR test. =650 24$aProctor mold. =650 24$aDiameter ratio. =650 24$aFine-grained soils. =700 1\$aSridharan, A.,$eauthor. =700 1\$aRaju, PSRN,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12043J.htm =LDR 02222nab a2200517 i 4500 =001 JTE12041J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12041J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12041J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ180 =082 04$a303.4/84$223 =100 1\$aPellicane, PJ.,$eauthor. =245 10$aModeling Considerations in Wood-Related Research /$cPJ. Pellicane. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aIt has been the author's experience that researchers will routinely use linear models to describe the relationships between correlated variables when that approach to modeling may not be the most rational. This article illustrates some of the circumstances when linear modeling is and is not the most viable alternative in characterizing the relationship between correlated variables. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aModeling. =650 \0$aResearch. =650 \0$aNonlinear. =650 \0$aScience. =650 \0$aScience research. =650 \0$aInformation services. =650 14$aWood. =650 24$aResearch. =650 24$aModeling. =650 24$aNonlinear. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12041J.htm =LDR 03478nab a2200577 i 4500 =001 JTE12035J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12035J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12035J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.5 =082 04$a624/.1513$223 =100 1\$aDivinsky, M.,$eauthor. =245 10$aProbabilistic Model for the Analysis of Dynamic Cone Penetrometer Test Values in Pavement Structure Evaluation /$cM. Divinsky, M. Livneh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aReliable analysis and interpretation of the results obtained under testing in pavement design and evaluation require consideration of the nature of the values under study, including construction of the probabilistic model that describes their statistical behavior. The investigation has been focused on the testing data peculiarities related to the dynamic cone penetrometer (DCP), which has become one of the extensively used testing devices in pavement evaluation. Application of the probabilistic models containing the stochastic components in pavement design and evaluation is determined by the nature of the pavement component characteristics, including subgrade soils, formed under the influence of various factors. The probability distribution model for the DCP values has been described based on the analysis of the statistical peculiarities of the observed data. The model reflects the main features and physical essence of the DCP values. Some differences in statistical conclusions based on the models under study have been demonstrated. Models can be recommended that have a positive influence on studying relationships between the DCP characteristics and various pavement design parameters and increase the reliability of estimates and solutions in pavement structure evaluation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDynamic cone. =650 \0$aPenetrometer. =650 \0$aConceptual model. =650 \0$aDesign parameters. =650 \0$aPavement evaluation. =650 \0$aTesting characteristics. =650 \0$aProbability distribution. =650 \0$aSoil penetration test. =650 14$aPavement evaluation. =650 24$aDesign parameters. =650 24$aDynamic cone. =650 24$aPenetrometer. =650 24$aTesting characteristics. =650 24$aProbability distribution. =650 24$aConceptual model. =700 1\$aLivneh, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12035J.htm =LDR 02882nab a2200517 i 4500 =001 JTE12042J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12042J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12042J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN752.T54 =082 04$a669/.96142$223 =100 1\$aHe, Q.,$eauthor. =245 10$aStress-Strain Behavior of a Fe-Ni-Cr Alloy During In-and Out-of-Phase Synchronized Thermal Cycling and Mechanical Cycling Tests /$cQ. He, J. Bressers, E. Fenske, R. Decat. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThe stress-strain behavior of a Fe-Ni-Cr alloy during in-phase and out-of-phase tests under conditions synchronizing thermal cycling with mechanical cycling has been studied by using a specially designed thermal cycling unit. The curves of cycling stress, strain, and temperature versus time indicate that the thermomechanical cycling softening phenomenon occurring in the higher-temperature region, close to the maximum thermal cycling temperature, is a common characteristic under thermomechanical cycling in-phase and out-of-phase superposition tests. However, a difference in behavior between in-phase and out-of-phase is evident. The tests show that the thermomechanical cycling softening occurred in the tensile strain range for in-phase testing and occurred in the compressive strain range for out-of-phase. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIn-phase testing. =650 \0$aCycling softening. =650 \0$aOut-of-phase testing. =650 \0$aMetals$xThermomechanical treatment. =650 14$aThermomechanical superposition. =650 24$aCycling softening. =650 24$aIn-phase testing. =650 24$aOut-of-phase testing. =700 1\$aBressers, J.,$eauthor. =700 1\$aFenske, E.,$eauthor. =700 1\$aDecat, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12042J.htm =LDR 02344nab a2200577 i 4500 =001 JTE12038J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12038J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12038J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aBledzki, AK.,$eauthor. =245 10$aLoss Energy of Composite Materials. Part II :$bImpact Loading /$cAK. Bledzki, J. Gassan, A. Kessler. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThis paper deals with the influence of material structure parameters (fiber treatment and content of micropores) on the impact behavior of composite materials. Furthermore, an impact falling-weight testing device and the characteristic impact values are introduced. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamping. =650 \0$aInterphase. =650 \0$aJute fibers. =650 \0$aGlass fibers. =650 \0$aFiber treatment. =650 \0$aLow-velocity impact. =650 \0$acomposite material. =650 \0$aComposites. =650 14$aLow-velocity impact. =650 24$aDamping. =650 24$aGlass fibers. =650 24$aJute fibers. =650 24$aInterphase. =650 24$aFiber treatment. =700 1\$aGassan, J.,$eauthor. =700 1\$aKessler, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12038J.htm =LDR 03294nab a2200565 i 4500 =001 JTE12036J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12036J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12036J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aGong, Y.,$eauthor. =245 10$aCyclic Response and Fatigue of Steels Subjected to Strain Control with Non-Zero Means /$cY. Gong, M. Norton. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aBaseline fatigue data are presented through a series of strain-controlled tension-compression-type fatigue tests on smooth specimens of a Type S1214 mild steel under various combinations of strain amplitudes and nonzero mean strains. The strain magnitudes were chosen in the upper limit of the elastic range, in the plastic range, or in the transition area between the elastic and the plastic range. Experimental results show that for strain amplitudes in the upper limit of the elastic range, positive mean strains prolong fatigue life and negative mean strains shorten fatigue life. The observations are explained by the analysis of the basic material properties associated with the material concerned. The cyclic response behavior of the materials, namely the Bauschinger effect, the cyclic softening, and the mean stress relaxation processes have been studied also to reveal the underlying fatigue mechanism. Several modified models have been proposed for life prediction under nonzero mean strain and/or mean stress based on experimental observations. The comparison of the experimental results with the predictions made from the proposed models and from an existing model are also presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMean strain. =650 \0$aFatigue life. =650 \0$aCyclic response. =650 \0$aMean stress relaxation. =650 \0$aThe Bauschinger effect. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aStrain-controlled fatigue. =650 24$aMean strain. =650 24$aMean stress relaxation. =650 24$aCyclic response. =650 24$aThe Bauschinger effect. =650 24$aFatigue life. =700 1\$aNorton, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12036J.htm =LDR 03125nab a2200661 i 4500 =001 JTE12040J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12040J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12040J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aSousa, JB.,$eauthor. =245 10$aEffect of Asphalt Mix Design Method on Binder and Gradation Selection /$cJB. Sousa, M. Prates, R. Barros, P. Langlois, AM. Leclerc, B. Briggs. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aTo investigate the hypothesis that Superpave Volumetric mix design yields superior performing mixes overall, the Portuguese Road Directorate (JAE) compared the performance of Superpave mixes with the performance of other mixes. The comparisons were made with gradations that pass through, above, and below the restricted zone. Performance was evaluated using the Marshall test, the Hveem test, the Repetitive Simple Shear Test at Constant Height, the Four Point Bending Fatigue Test, and the French Wheel Tracking Device. These research efforts led to consideration as to what extent the binder and gradation selections are dependent on the mix design tool. The results indicate that some Superpave mixes yield the lowest laboratory performance in some of the tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aRutting. =650 \0$aSuperpave. =650 \0$aMix design. =650 \0$aShear testing. =650 \0$aVolumetric design. =650 \0$aWheel tracking tests. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aSuperpave. =650 24$aVolumetric design. =650 24$aMix design. =650 24$aPerformance-based testing. =650 24$aFatigue. =650 24$aRutting. =650 24$aShear testing. =650 24$aWheel tracking tests. =700 1\$aPrates, M.,$eauthor. =700 1\$aBarros, R.,$eauthor. =700 1\$aLanglois, P.,$eauthor. =700 1\$aLeclerc, AM.,$eauthor. =700 1\$aBriggs, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12040J.htm =LDR 02645nab a2200649 i 4500 =001 JTE10399J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10399J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10399J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1425.S52 =082 04$a677/.21$223 =100 1\$aAjayi, JO.,$eauthor. =245 10$aEffects of Finishing Treatments on Fabric Friction /$cJO. Ajayi, HM. Elder. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aSimulation of finishing treatments to knitted and woven cotton fabric substrates causes significant changes in their frictional properties. It is found that the smaller the difference between static and kinetic frictional forces, the smoother the fabric surface. The changes in the amplitude of the stick-slip frictional traces appears to be the best indicator for assessing the effectiveness of finishing treatments on the tactile sensation of smoothness. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHandle. =650 \0$aFriction. =650 \0$aAmplitude. =650 \0$aFinishing. =650 \0$aSoftening. =650 \0$aRoughening. =650 \0$aSmoothness. =650 \0$aStick-slip scouring. =650 \0$aMercerization. =650 \0$aLubrication. =650 \0$aTextile chemistry. =650 14$aFinishing. =650 24$aFriction. =650 24$aHandle. =650 24$aAmplitude. =650 24$aSmoothness. =650 24$aStick-slip scouring. =650 24$aMercerization. =650 24$aSoftening. =650 24$aLubrication. =650 24$aRoughening. =700 1\$aElder, HM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10399J.htm =LDR 02559nab a2200517 i 4500 =001 JTE10401J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10401J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10401J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL671.7 =082 04$a629.1341$223 =100 1\$aZhu, YT.,$eauthor. =245 10$aOn the Nonuniform Distributions of Temperature and Thermal Stress in DTA Testing /$cYT. Zhu, JH. Devletian, SJ. Chen, A. Manthiram. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aA nonuniform distribution of temperature across the solid specimen during differential thermal analysis (DTA) can cause thermal stress. The effect of such thermal stress and the resulting thermal strain energy on the DTA results is theoretically analyzed. It is found that, for most solid metallic specimens, the temperature nonuniformity in the solid specimen is less than 0.18 °C during normal DTA operation. The thermal stress and thermal strain are usually very small due to the small size of the specimen, and they do not have a substantial effect on the DTA results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTemperature. =650 \0$aThermal stress. =650 \0$aThermal strain. =650 \0$aStrain gages. =650 14$aTemperature. =650 24$aThermal stress. =650 24$aThermal strain. =650 24$aDifferential thermal analysis (DTA) =700 1\$aDevletian, JH.,$eauthor. =700 1\$aChen, SJ.,$eauthor. =700 1\$aManthiram, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10401J.htm =LDR 03429nab a2200589 i 4500 =001 JTE10392J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10392J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10392J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126$223 =100 1\$aFoulds, JR.,$eauthor. =245 10$aFracture Toughness by Small Punch Testing /$cJR. Foulds, PJ. Woytowitz, TK. Parnell, CW. Jewett. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThe small punch test, currently being used to empirically estimate the material fracture appearance transition temperature (FATT) of a range of components in fossil power plant service, has been further developed for direct estimation of KIc and JIc in a manner that is analytical, material-independent, and requires no prior knowledge of material mechanical properties. The procedure follows an approach that is based on the continuum material toughness concept wherein the criterion for fracture is defined and measured via the continuum stress-strain deformation properties of the material. The procedure specifically involves computing the "local" strain energy density accumulated at the location and time of crack initiation in the small punch test specimen using large-strain finite element (FE) analysis. Since the procedure also includes estimation of the material uniaxial tensile stress-strain behavior from the small punch load-displacement curve, both the fracture toughness and the uniaxial tensile behavior are determined from a single test. The procedure has been developed in order to take advantage of the miniature sample removal techniques that can be applied "nondestructively" to operating components. Results are presented on a range of steels. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aDisk bend. =650 \0$aFracture toughness. =650 \0$aContinuum toughness. =650 \0$aSmall punch testing. =650 \0$aFracture. =650 \0$aFracture mechanism. =650 \0$aToughness. =650 14$aFracture toughness. =650 24$aSmall punch testing. =650 24$aDisk bend. =650 24$aContinuum toughness. =650 24$aSteels. =650 24$aFracture appearance transition temperature (FATT) =700 1\$aWoytowitz, PJ.,$eauthor. =700 1\$aParnell, TK.,$eauthor. =700 1\$aJewett, CW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10392J.htm =LDR 02582nab a2200517 i 4500 =001 JTE10395J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10395J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10395J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP245.N8 =082 04$a546/.683$223 =100 1\$aBolse, W.,$eauthor. =245 10$aIndentation Characterization of Silicon Nitride /$cW. Bolse, SD. Peteves. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b32 =520 3\$aThe hardness of hot-pressed silicon nitride ceramics has been measured over a wide range of applied loads, 0.02 to 300 N, for both Vickers and Knoop indenter geometries. The indentation size effect (ISE) was evident for loads less than about 1 N. The Vickers and Knoop hardness values agree provided they are compared at a given penetration of the respective indenter. The influence of the residual stresses of the ceramic surface on the indentation response in the as-machined, polished, and post-annealed state has been investigated. The results are discussed in relation to the characterization of indentation damage in brittle materials and fracture analysis models. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture toughness. =650 \0$aIndentation response. =650 \0$aSilicon nitride. =650 \0$aCeramics. =650 \0$aMicrohardness. =650 14$aCeramics. =650 24$aSilicon nitride. =650 24$aMicrohardness. =650 24$aIndentation response. =650 24$aFracture toughness. =700 1\$aPeteves, SD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10395J.htm =LDR 03101nab a2200541 i 4500 =001 JTE10393J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10393J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10393J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a620.1/7$223 =100 1\$aShanmugam, P.,$eauthor. =245 10$aDynamic Fracture Toughness (DFT) of Banded HSLA Steels /$cP. Shanmugam, B. Jana, SD. Pathak. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aDynamic fracture toughness (DFT) evaluation by instrumented impact analysis has been emerging as a time- and material-conservative technique.The present investigation attempts to assess DFT of a high strength low alloy (HSLA) steel showing alternate layers of ferrite and pearlite in microstructure.The banded microstructure has given rise to an irregular stable crack front which shows spikes and splits.Three approaches to evaluate DFT, namely, premaximum energy, compliance changing rate (CCR), and the low blow test method, have been analyzed and compared to assess applicability in the case of irregular crack front.The curve fitting analysis of data justifies the power law fit to give conservative DFT values.The effects of a/w and impact velocity have been investigated.Attempts have also been made to calculate dynamic CTOD from load-displacement curves.Single specimen CCR technique obviates the need for stable crack growth (?a) measurements and predicts conservative DFT values comparable to DFT values obtained from the low blow test method.Erratum to this paper appears in 23(2) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSpikes. =650 \0$aFracture. =650 \0$aLow alloy steel. =650 \0$aBanding. =650 \0$aHigh strength low alloy (HSLA) steel. =650 14$aHigh strength low alloy (HSLA) steel. =650 24$aBanding. =650 24$aFracture. =650 24$aSpikes. =650 24$aDynamic fracture toughness (DFT) JId. =650 24$aDFT methods. =700 1\$aJana, B.,$eauthor. =700 1\$aPathak, SD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10393J.htm =LDR 02951nab a2200541 i 4500 =001 JTE10400J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10400J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10400J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE662 =082 04$a666.893$223 =100 1\$aLi, J.,$eauthor. =245 10$aTwo Parameters Characterizing Superficial Mechanical Features /$cJ. Li, X. Gai, Z. Kang, Z. Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aTwo parameters, surface yield strength and surface work hardening exponent, have been newly suggested in this paper to characterize the superficial mechanical features in engineering metallic materials. Emphasis was placed on the method by which the two parameters are determined. X-ray stress determination and strain gage techniques were employed to measure stress and strain. The Mises effective stresses at a sample surface under different loading conditions were then calculated with the measured data; hence, the relationship between stress and strain was available. Consequently, with the data processing procedure for general yield point and work hardening exponent of uniaxially loaded materials, the yield point and work hardening exponent at the sample surface can thereby be obtained. Experimental studies on a shot-peened surface showed satisfactory results when the described method was used. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSurface yield strength. =650 \0$aMises yielding criterion. =650 \0$aBiaxial stress. =650 \0$aConcrete$xTesting. =650 \0$aEffective stress. =650 14$aBiaxial stress. =650 24$aEffective stress. =650 24$aMises yielding criterion. =650 24$aSurface yield strength. =650 24$aSurface work hardening exponent. =700 1\$aGai, X.,$eauthor. =700 1\$aKang, Z.,$eauthor. =700 1\$aWang, Z.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10400J.htm =LDR 02933nab a2200541 i 4500 =001 JTE10394J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10394J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10394J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC963.48 =082 04$a155.9/042$223 =100 1\$aRagazzo, C.,$eauthor. =245 12$aA Method for Generating Fatigue Marker Bands Using a Constant Kmax Test Procedure /$cC. Ragazzo, RW. Hertzberg, R. Jaccard. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aMarker bands were introduced onto fatigue fracture surfaces by a block loading technique wherein Kmax was held constant while Kmin was varied. Materials examined included Astroloy nickelbase superalloy, 1020 hot-rolled steel. AC112-TL aluminum, and 2024-T3 aluminum. The use of a constant Kmax test procedure allowed ?K to be varied without affecting crack growth rates, thereby providing a convenient method for documenting the shape of a progressing flaw. The nature of contrast differences between marker bands generated at different ?K levels were examined in terms of changes in fracture micromechanisms as well as changes in fracture surface roughness. Results indicate that a micromechanism transition from cleavage-like faceted growth at low ?K to striated growth at intermediate ?K was responsible for the major difference in fracture surface appearance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConstant Kmax. =650 \0$aContrast differences. =650 \0$aFatigue marker bands. =650 \0$aMicromechanism changes. =650 \0$aFatigue. =650 \0$aThermal-mechanical fatigue. =650 \0$aCrack growth. =650 14$aConstant Kmax. =650 24$aFatigue marker bands. =650 24$aMicromechanism changes. =650 24$aContrast differences. =700 1\$aHertzberg, RW.,$eauthor. =700 1\$aJaccard, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10394J.htm =LDR 02812nab a2200709 i 4500 =001 JTE10397J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10397J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10397J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA658.44 =082 04$a624.18341$223 =100 1\$aHsu, TTC,$eauthor. =245 12$aA Universal Panel Tester /$cTTC Hsu, A. Belarbi, X. Pang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aA universal panel tester was built at the University of Houston to test reinforced concrete panel elements subjected to any combination of in-plane and out-of-plane forces. The forces are applied by 40 in-plane hydraulic jacks of 250-kip (1120-kN) capacity each and 20 out-of-plane hydraulic jacks of 140-kip (630-kN) capacity. The sophisticated hydraulic system makes it possible to simulate any complex stress condition in a panel. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWall. =650 \0$aLoads. =650 \0$aPanel. =650 \0$aShell element. =650 \0$aBiaxial testing. =650 \0$aHydraulic jacks. =650 \0$aData acquisition. =650 \0$aMembrane element. =650 \0$aTriaxial testing. =650 \0$aDeformations (strains) =650 \0$aReinforced concrete. =650 \0$aTest facility. =650 \0$aDeformations. =650 14$aBiaxial testing. =650 24$aData acquisition. =650 24$aDeformations (strains) =650 24$aHydraulic jacks. =650 24$aLoads. =650 24$aMembrane element. =650 24$aPanel. =650 24$aReinforced concrete. =650 24$aShell element. =650 24$aTriaxial testing. =650 24$aTest facility. =650 24$aWall. =700 1\$aBelarbi, A.,$eauthor. =700 1\$aPang, X.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10397J.htm =LDR 03617nab a2200661 i 4500 =001 JTE10396J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10396J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10396J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQK753.E8 =082 04$a581.1/927$223 =100 1\$avan Ooij, WJ.,$eauthor. =245 10$aMetal Surface Preparation by Plasma-Polymerized Films /$cWJ. van Ooij, A. Sabata, DB. Zeik, CE. Taylor, FJ. Boerio, SJ. Clarson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThin films (<1000 Å thickness) were deposited by polymerization in an RF plasma of hexamethyldisiloxane (HMDS) and ethylene on cold-rolled steel (CRS), electrogalvanized steel (EGS) and on polished pure zinc substrates. Prior to deposition the metals were cleaned in a reactive or nonreactive plasma in the same reactor. The films were characterized by various analytical techniques (FTIR, TOF-SIMS, XPS, and AES) for structure, composition, and metal-polymer interfacial composition. All plasma films appeared to be highly polymerized, crosslinked, and virtually insoluble in organic solvents. The ethylene films also showed a high degree of aromaticity and unsaturation. Both types of films afforded excellent resistance of the metal substrate to corrosion in humidity tests at elevated temperatures. The films were stable in air at temperatures up to at least 175°C. Some films provided corrosion resistance even after severe deformation by deep drawing a 5 cm diameter dome in the panel. The corrosion resistance of the film deposited on zinc substrates was usually better than that of the same films on CRS. Analysis by AES indicated that the film-metal interface compositions for these two metals were different. These differences will be related to the surfaces of the substrates. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aZinc. =650 \0$aSteel. =650 \0$aCorrosion. =650 \0$aPretreatments. =650 \0$aHexamethyldisiloxane. =650 \0$aPlasma polymerization. =650 \0$aEthylene. =650 \0$aSurface analysis. =650 \0$aThin films. =650 14$aSteel. =650 24$aZinc. =650 24$aPlasma polymerization. =650 24$aEthylene. =650 24$aHexamethyldisiloxane. =650 24$aThin films. =650 24$aSurface analysis. =650 24$aCorrosion. =650 24$aPretreatments. =700 1\$aSabata, A.,$eauthor. =700 1\$aZeik, DB.,$eauthor. =700 1\$aTaylor, CE.,$eauthor. =700 1\$aBoerio, FJ.,$eauthor. =700 1\$aClarson, SJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10396J.htm =LDR 03809nab a2200553 i 4500 =001 JTE10398J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10398J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10398J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP217.N5 =082 04$a661/.24$223 =100 1\$aKain, V.,$eauthor. =245 10$aAssessment of the Corrosion Behavior of SS 304L in Nitric Acid Environments-An Alternative Approach /$cV. Kain, RC. Prasad, PK. De, HS. Gadiyar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aStainless steel (SS) 304L is widely used as a construction material in industries requiring corrosion resistance in nitric acid environments.Representative samples from 20 heats of SS 304L products were subjected to a testing procedure consisting of testing as per the rapid screening test (Practice A) and the Huey test (Practice C) of ASTM A 262, Practices for Detecting Susceptibility to Intergranular Attack in Austenitic Stainless Steels.The presensitization heat treatment of 677°C for 1 h and the modified heat treatment of 677°C for 20 min were used for characterizing the microstructures in Practice A, whereas only the former presensitization heat treatment was used for Practice C.The percent duality after the two heat treatments has been correlated with the corrosion rate obtained in Practice C.A chemical composition based parameter, Cr effective [% Cr - 0.18 (%Ni) - 100 (%C)], was calculated for all the heats and correlated with the percent duality after the two heat treatments as well as the corrosion rate in Practice C.It is observed that the SS 304L heats with Cr effective >14.0 and <50% grain boundary coverage after the modified heat treatment (Practice A) show low corrosion rates in Practice C.This eliminates the need for carrying out the lengthy Practice C of ASTM.Examples of heats of SS 304L are given to show that the modified presensitization heat treatment has better efficiency in screening materials and also exhibited better correlation with the results obtained in the Practice C.Guide rules for selection of SS 304L heats for nitric acid service are also suggested.Erratum to this paper appears in 23(2) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSensitization. =650 \0$aHuey Test (Practice C) =650 \0$aNitric Acid. =650 \0$aIntergranular corrosion. =650 \0$aChemical industries. =650 14$aAustenitic stainless steel. =650 24$aIntergranular corrosion (IGC) =650 24$aSensitization. =650 24$aPresensitization heat treatment. =650 24$aRapid Screening Test (Practice A) =650 24$aHuey Test (Practice C) =700 1\$aPrasad, RC.,$eauthor. =700 1\$aDe, PK.,$eauthor. =700 1\$aGadiyar, HS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10398J.htm =LDR 03516nab a2200493 i 4500 =001 JTE20120132 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120132$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120132$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRM666 =082 04$a546.39224$223 =100 1\$aYang, Yuyou,$eauthor. =245 10$aEffect of Magnesium Sulfate on the Unconfined Compressive Strength of Cement-Treated Soils /$cYuyou Yang, Guihe Wang, Siwei Xie. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aCement-treated soil is widely used as highway base, subbase, and roadbed material because there is a widespread source, and it has low cost and high compression strength. However, there are cases where an area using the cement-treated soil may be affected by corrosive ions, such as sulfate ion (SO42-), chloride ion (Cl-), magnesium ion (Mg2+), etc., because of industrial-activity-induced ground contamination, as well as seawater intrusion. In this paper, the effect of magnesium sulfate (MgSO4) on the unconfined compression strength (qu) of cement-treated soil has been investigated experimentally under two conditions: (a) the sample is steeped in MgSO4 solution, and (b) MgSO4 is added into the sample. The main control parameters in this research include cement content (10 %, 15 %, 20 %, and 25 %), concentration of MgSO4 (0.01 mol/l, 0.05 mol/l, and 0.1 mol/l) and curing time (7 days, 14 days, and 28 days). The test results show that the effect of MgSO4 on the qu value is greater when the sample was steeped in MgSO4 solution than by adding MgSO4 into the sample. When the sample was steeped into MgSO4 solution with a concentration of 0.05 mol/l, the qu value was increased, and further increased the concentration-reduced qu value. Also, the test results indicate that qu increased with the increase of cement content. The variation tendencies of the qu value with curing time are different for two different testing conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMagnesium sulfate. =650 \0$aCemented treated soil. =650 \0$aMagnesiumsulfate$xPhysiological effect$xDictionaries. =650 \0$aMagnesiumsulfate$xTherapeutic use. =650 14$aCemented treated soil. =650 24$aUnconfined compressive strength. =650 24$aMagnesium sulfate. =700 1\$aWang, Guihe,$eauthor. =700 1\$aXie, Siwei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120132.htm =LDR 04040nab a2200577 i 4500 =001 JTE20120147 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120147$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120147$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a625.85$223 =100 1\$aWang, Hainian,$eauthor. =245 10$aAnalysis of the Low-Temperature Rheological Properties of Rubberized Warm Mix Asphalt Binders /$cHainian Wang, Zhengxia Dang, Zhanping You, Peiwen Hao, Xiaoming Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aWarm mix asphalt (WMA) has generated a lot of interest worldwide based on the potential to realize environmental benefits related to lower production temperature and safe disposal of crumb rubber (tires). However, barriers to complete implementation of WMA technology still exist because of the lack of understanding of how different additives affect the performance of crumb rubber modified (CRM) binders. This paper investigates the effects of three WMA additives and crumb rubber concentration on the low-temperature performance of the CRM binders. The WMA additives used in this study were Sasobit, RH, and Advera, and the ambient 40 mesh tire rubber at different concentrations of 10 %, 15 %, 20 %, and 25 % by the weight of asphalt binder were applied in this paper. Burgers model was used to describe the relationship between deformation and time for rubberized WMA binder. The models parameters such as relaxation time, delay time, creep stiffness, m-value and m/S(t)-ratio were applied to evaluate the low-temperature performance of the rubberized WMA binders. Furthermore, the statistical analysis of variance (ANOVA) technique was applied to quantify the effects of different WMA additives and crumb rubber concentrations on the rubberized asphalt binders' low-temperature performance. It was found that Advera could be used to enhance the low-temperature performance by enhancing the stress relaxation, whereas RH and Sasobit did not exhibit this ability, thereby weakening the low-temperature performance of the CRM binders. The crumb rubber concentration could significantly increase the rubberized WMA binders' low-temperature performance by influencing the flexural creep stiffness of the control binders. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDelay time. =650 \0$aBurgers model. =650 \0$aRelaxation time. =650 \0$aCreep stiffness, m-value. =650 \0$aLow-temperature property. =650 \0$aMicromechanics. =650 14$aRubberized warm mix asphalt binder. =650 24$aBurgers model. =650 24$aRelaxation time. =650 24$aDelay time. =650 24$aCreep stiffness, m-value. =650 24$aLow-temperature property. =700 1\$aDang, Zhengxia,$eauthor. =700 1\$aYou, Zhanping,$eauthor. =700 1\$aHao, Peiwen,$eauthor. =700 1\$aHuang, Xiaoming,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120147.htm =LDR 03160nab a2200529 i 4500 =001 JTE20120144 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120144$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120144$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aLi, Chang,$eauthor. =245 10$aRelationship between Degree of Anisotropy of Asphalt Concrete and Its Geometrical Parameters /$cChang Li, Da. Ju. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe property of anisotropy is an inherent characteristic of asphalt concrete (AC) and is mainly created by the nonuniform distribution of aggregates. Although there are some previous studies on the subject, a universal anisotropic model is still unavailable. This paper selects an AC type frequently used in China, AC-20, and tries to establish a usable statistic regression relation to predict the degree of anisotropy. Specimens are fabricated and tested. Then regression equations are obtained, and the effects of different geometrical parameters are investigated. It can be concluded that the average long axis angle is more important than deviation from the gravity center. In resilient modulus experiments of this research, the anisotropic degree of AC-20 ranges from 0.78 to 0.85. It comes mainly from the largest granules in aggregates. The AC type that has the smaller nominal maximum particle size will have less anisotropic tendency. As for AC-20, the anisotropy tendency will be neutralized by granules smaller than 13.2 mm, and the most effective granules have sizes between 4.75 mm and 9.5 mm. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGeometry. =650 \0$aAggregates. =650 \0$aAnisotropy. =650 \0$aAsphalt pavements. =650 \0$aParticle distribution. =650 \0$aPavements,Asphaltconcrete. =650 14$aAsphalt pavements. =650 24$aAnisotropy. =650 24$aAggregates. =650 24$aGeometry. =650 24$aParticle distribution. =700 1\$aJu, Da.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120144.htm =LDR 03415nab a2200541 i 4500 =001 JTE20120136 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120136$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120136$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.E6 =082 04$a668/.374$223 =100 1\$aWei, Jianming,$eauthor. =245 10$aStudy on the Curing Process of Epoxy Asphalt /$cJianming Wei, Yuzhen Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b61 =520 3\$aIn the present study, the curing process of epoxy asphalt was studied using Fourier transform infrared spectroscopy (FTIR) with attenuated total reflectance, fluorescent microscopy morphology, and surface free energy. FTIR was utilized to track the functional group changes in epoxy resin (part A) and asphalt containing a curing agent (part B) at different curing times. It is proposed that the curing agent (hardener) in the asphalt (part B) is a carboxylic acid. The curing process is the reaction between the carboxyl group and the epoxy group through which the ester carbonyl group is formed, whereby carbonyl acid molecules and epoxy molecules are bound together to form a cross-linked network. The fluorescent microscopy morphology analysis indicates that the cross-linked network did not form at the beginning of the reaction. In the cured epoxy asphalt system, the epoxy resin is the continuous phase, and the asphalt constitutes the dispersed phase. The sessile drop method was employed to measure the static contact angle between asphalt binders and three probe liquids. The surface free energies of the epoxy asphalt at different curing times were determined using the Owens-Wendt method. Contact angle and surface free energy measurements indicate that the polarity of epoxy asphalt was reduced and the dispersion part was increased with the extended curing time. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt binder. =650 \0$aCuring process. =650 \0$aEpoxy resin. =650 \0$aMorphology. =650 \0$aSurface free energy. =650 \0$aEpoxy resins. =650 14$aEpoxy resin. =650 24$aAsphalt binder. =650 24$aCuring process. =650 24$aFTIR. =650 24$aMorphology. =650 24$aSurface free energy. =700 1\$aZhang, Yuzhen,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120136.htm =LDR 03634nab a2200529 i 4500 =001 JTE20120157 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120157$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120157$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH545.R62 =082 04$a388.12$223 =100 1\$aChai, Gary,$eauthor. =245 12$aA Study of the Semi-Perpetual Pavement Performance in Queensland /$cGary Chai, Giles Lewer, Yew-Chaye Loo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThis paper presents the characteristics of a long-term pavement performance site constructed with semi-perpetual materials. The design life of a perpetual pavement is normally specified as greater than 40 years. The design requires asphalt overlays at the tenth, 20th, and 30th year for extending the life of the pavement structure. A case study of a semi-perpetual pavement with an application of the stage construction technique will be presented. The study shows that the falling weight deflectometer (FWD) central deflection of the semi-perpetual pavement was reported to be between 230 to 240 microns and the deflection curvature is less than 100 microns. The horizontal tensile strain of the semi-perpetual structure varies from 102 to 187 micro-strains and the vertical compressive strain was analyzed to be between 65 to 98 micro-strains. For the structural overlay at the 30th year of service life would improve the tensile and compressive strains of the structure to the levels which would satisfy the fatigue endurance limit and limiting subgrade strains of that of a perpetual pavement. The non-linearity behaviour of the subgrade material of the semi-perpetual pavement was analyzed by computing the surface modulus using Boussinesq's equation and material constant of subgrade material model. The results obtained from both methods showed that the subgrade material of the semi-perpetual pavement exhibits linear elastic behaviour. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue endurance limit. =650 \0$aSemi-perpetual pavement. =650 \0$aSubgrade material model. =650 \0$aRoads$xDesign and construction$xEnvironmental aspects. =650 \0$aRoads$xEnvironmental aspects. =650 \0$aTransportation and state. =650 14$aSemi-perpetual pavement. =650 24$aFalling weight deflectometer. =650 24$aSubgrade material model. =650 24$aFatigue endurance limit. =700 1\$aLewer, Giles,$eauthor. =700 1\$aLoo, Yew-Chaye,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120157.htm =LDR 03126nab a2200529 i 4500 =001 JTE20120127 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120127$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120127$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD281.P6 =082 04$a620.19204232$223 =100 1\$aPouget, Simon,$eauthor. =245 10$aEffect of Vehicle Speed on the Millau Viaduct Response /$cSimon Pouget, Cédric Sauzéat, Hervé Di Benedetto, François Olard. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThis paper deals with the influence of a bituminous mix surfacing on orthotropic deck bridges. These researches are part of a French national project "Orthoplus," which is briefly introduced. The approach to take into account the surfacing and to develop calculation tools is explained. First, the behavior of the different bituminous constituent materials is investigated. A linear viscoelastic modeling is proposed with a rheological model, previously developed at the Civil Engineering and Buildings Dept. ("DGCB") of the University of Lyon/ENTPE. This model is implemented in a Finite Elements code, which enables the simulation of any orthotropic structures. To validate the proposed numerical tool, the highest bridge in the world, the Millau Viaduct (France) is studied. In situ measurements were especially carried out on the Millau Viaduct. Focus is made on comparisons between experimental data and simulations results. Influence of vehicle speed on bridge response is also analyzed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMillau Viaduct. =650 \0$aViscoelasticity. =650 \0$aBituminous materials. =650 \0$aPolymers$xViscosity. =650 14$aOrthotropic steel bridges deck. =650 24$aBituminous materials. =650 24$aViscoelasticity. =650 24$aFEM. =650 24$aMillau Viaduct. =700 1\$aSauzéat, Cédric,$eauthor. =700 1\$aDi Benedetto, Hervé,$eauthor. =700 1\$aOlard, François,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120127.htm =LDR 03326nab a2200517 i 4500 =001 JTE20120150 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120150$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120150$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a625.85$223 =100 1\$aMa, Tao,$eauthor. =245 10$aAging Behaviour and Mechanism of SBS-Modified Asphalt /$cTao Ma, Xiaoming Huang, Yongli Zhao, Hao Yuan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe aging behaviour and mechanism of styrene-butadiene-styrene (SBS)-modified asphalt has been investigated based on laboratory tests in this study. Rolling thin-film oven (RTFO) test and pressure-aging-vessel (PAV) test were conducted to prepare aged SBS-modified asphalt. Conventional property tests, including penetration, soften point, and ductility, as well as elastic recovery and SHRP property tests, including viscosity, dynamic shear rheometor (DSR) and bending-beam rheometer (BBR) tests, were mainly used to analyse the aging behaviour of SBS-modified asphalt. Then Fourier transform infrared spectroscopy (FTIR) and gel-permeation chromatography (GPC) tests were conducted to capture the aging mechanism of SBS-modified asphalt. The testing results indicated that SBS-modified asphalt has similar aging behaviour as base asphalt but better performance and anti-aging ability because of the existence of the SBS modifier. However, it is still inevitable that SBS-modified asphalt becomes aged because of thermal oxidation. The aging of SBS-modified binder consists of two parts: (i) the oxidative aging of the asphalt components, and (ii) the degradation of the SBS modifier. Because of the protective effect between asphalt and SBS polymer, the aging degrees of asphalt and SBS polymer were lower than those aged independently. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAging. =650 \0$aSBS-modified asphalt. =650 \0$aMicromechanics. =650 14$aSBS-modified asphalt. =650 24$aAging. =650 24$aSHRP. =650 24$aFTIR. =650 24$aGPC. =700 1\$aHuang, Xiaoming,$eauthor. =700 1\$aZhao, Yongli,$eauthor. =700 1\$aYuan, Hao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120150.htm =LDR 02978nab a2200541 i 4500 =001 JTE20120145 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120145$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120145$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a388 s$223 =100 1\$aZhang, Hongbin,$eauthor. =245 10$aStudy of Expressway Axle Load Spectrum Based on Toll Data of Jinghu Expressway /$cHongbin Zhang, Fujian Ni. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aTo describe the pavement load on the expressway, based on toll data, this paper analyzes the time and space distribution of the axle load spectrum for different vehicle types and different axle-wheel types. It studies the distribution of overload rate and overload weight for all kinds of axle-wheel types. It researches the growth rules of traffic volume and axle load. Results show that the axle load spectrum is basically same in the same direction and very different in the different directions on the Jinghu expressway, and axle load distribution of each day is similar to the one of a year. Since the Jinghu expressway was opened to traffic, the overload rate is very high and the rate is similar over the years. During the process of pavement design and maintenance, using the growth rate of traffic volume instead of that of equivalent single axle loads can lead to large errors. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOverload. =650 \0$aToll data. =650 \0$aAxle load spectrum. =650 \0$aPavement maintenance. =650 \0$aPavements$xMaintenanceand repair. =650 \0$aLane lines (Roads) =650 \0$aRoadside improvement. =650 14$aToll data. =650 24$aAxle load spectrum. =650 24$aOverload. =650 24$aESAL. =650 24$aPavement maintenance. =700 1\$aNi, Fujian,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120145.htm =LDR 03136nab a2200529 i 4500 =001 JTE20120198 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120198$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120198$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9C6 =082 04$a620.118$223 =100 1\$aQuintero, Luz S.,$eauthor. =245 10$aAnalysis of Colombian Bitumen Modified With a Nanocomposite /$cLuz S. Quintero, Luis E. Sanabria. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aNanotechnology is giving to materials science new opportunities to develop even further all engineering materials. This paper details the preparation of a nanocomposite aimed to be used as a bitumen modifier, the modification itself, and evaluation of some rheological properties of the modified asphalts intended to build long life asphalt pavements. The bitumen was modified with a polymer nanocomposite and its conventional material (without nanostructure) at three different compositions, while their rheological behavior was compared with the asphalt conditioned under the same temperature and stirring time than the modified binders. Evaluation of the binders was carried out to the samples as prepared and to their residues after Aging-Rolling Thin Film Oven Test. According to the experimental results, the Colombian bitumen modified with the new polymer nanocomposite could undergo much less mass loss under aging conditions than the bitumen modified with its standard material getting, at the same time, higher mechanical resistance, and less accumulated strain without being stress sensitive at high temperatures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBinder. =650 \0$aAsphalt. =650 \0$aPolymer. =650 \0$aNanocomposite. =650 \0$aComposites$xApplications industrielles. =650 14$aAsphalt. =650 24$aNanocomposite. =650 24$aSBS. =650 24$aPolymer. =650 24$aBinder. =650 24$aMWCNT. =700 1\$aSanabria, Luis E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120198.htm =LDR 02636nab a2200541 i 4500 =001 JTE20120131 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120131$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120131$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.85 ASPH$223 =100 1\$aHou, Rui,$eauthor. =245 10$aViscoelastic Performance Analysis of Sulfur-Modified Asphalt Mixture /$cRui Hou, Zhong-yin Guo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aTo understand the viscoelastic performance of sulfur-modified asphalt mixture, the penetration test and dynamic modulus test are used to analyze binder and mixture performance with different sulfur content. These test results show that lower sulfur concentration in the binder will increase asphalt mixture's viscosity and temperature sensitivity. But higher sulfur concentration in the binder will increase asphalt mixture's elasticity and reduce temperature sensitivity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDynamic modulus. =650 \0$aRoad engineering. =650 \0$aTemperature sensitivity. =650 \0$aViscoelastic performance. =650 \0$aAsphaltconcrete$xMechanical properties. =650 \0$aAsphaltconcrete$xTesting. =650 \0$aRoad materials. =650 14$aRoad engineering. =650 24$aSulfur-modified asphalt mixture. =650 24$aDynamic modulus. =650 24$aTemperature sensitivity. =650 24$aViscoelastic performance. =700 1\$aGuo, Zhong-yin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120131.htm =LDR 03377nab a2200577 i 4500 =001 JTE20120126 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120126$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120126$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.85 ASPH$223 =100 1\$aGuan, Yongsheng,$eauthor. =245 12$aA New High Rutting Resistance Asphalt Mixture for Intersection Maintenance under Heavy Traffic /$cYongsheng Guan, Hao Li, Zhixiang Zhang, Xiao-yan Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aIntersections of asphalt pavement are easily destroyed under heavy traffic in spite of several different technologies employed to combat such damage. Traditional high modulus asphalt mixtures were optimized according to the requirement of intersection maintenance. Penetration grade 40/60 base asphalt, an anti-rutting additive, and hard basalt aggregate were used to design a new high rutting resistance asphalt mixture. The air void content, compaction characteristics, water sensitivity, high temperature performance, and low temperature performance were investigated. Laboratory test results show that the new high rutting resistance asphalt mixture has very good high temperature performance and other beneficial characteristics. From the sensitivity analysis of the material composition, it can be deduced that the performance of the new high rutting resistance asphalt mixture is stable. Field tests also show that the new asphalt mixture is suitable for intersection maintenance of asphalt pavement and can be paved in one layer 9 to 14 cm in thickness. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt mixture. =650 \0$aPerformance test. =650 \0$aRutting resistance. =650 \0$aSensitivity analysis. =650 \0$aIntersection maintenance. =650 \0$aAsphaltconcrete$xMechanical properties. =650 \0$aAsphaltconcrete$xTesting. =650 \0$aRoad materials. =650 14$aRutting resistance. =650 24$aSensitivity analysis. =650 24$aPerformance test. =650 24$aAsphalt mixture. =650 24$aIntersection maintenance. =700 1\$aLi, Hao,$eauthor. =700 1\$aZhang, Zhixiang,$eauthor. =700 1\$aLi, Xiao-yan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120126.htm =LDR 03667nab a2200541 i 4500 =001 JTE20120162 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120162$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120162$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTF250 =082 04$a625.14$223 =100 1\$aDong, Zejiao,$eauthor. =245 10$aRutting Mechanism Analysis of Heavy-duty Asphalt Pavement Based on Pavement Survey, Finite Element Simulation, and Instrumentation /$cZejiao Dong, Yiqiu Tan, Liping Cao, Shenglong Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThe vertical strain of an asphalt layer is essentially important when identifying rutting mechanisms or causes in asphalt pavement with a semi-rigid base course, which is a typical pavement structure in China. As a result, three directional strain measurements (longitudinal, transverse, and vertical strain) in the field, together with a pavement rutting survey and finite element simulation, were carried out in order to clarify the causes of rutting happening in Beijing heavy-duty expressways. First, the basic principal of a fiber Bragg grating sensor is explained, followed by the introduction of sensor installation in the field. Then, a three-dimensional finite element pavement model subjected to a non-uniform moving load was established to validate the dynamic response measurement on site. Finally, based on a comprehensive analysis including a pavement condition survey, numerical simulation, and strain measurement, the rutting mechanism of heavy-duty asphalt pavement in Beijing is discussed. The results show that the occurrence of shear deformation within asphalt layers results in the rutting development, in which material weakness, modulus mismatch of asphalt layers, and heavy-duty characteristics play important roles. Optimizing asphalt layers' moduli, i.e., making them match, might make pavement bear the applied loading with integrity, thus averting the occurrence of excessive local strain, i.e., rutting. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFinite element. =650 \0$aRutting mechanism. =650 \0$aPavement instrumentation. =650 \0$aRailroad tracks$xFoundations. =650 \0$aAsphalt pavement. =650 14$aHeavy-duty asphalt pavement. =650 24$aRutting mechanism. =650 24$aPavement instrumentation. =650 24$aPavement condition survey. =650 24$aFinite element. =700 1\$aTan, Yiqiu,$eauthor. =700 1\$aCao, Liping,$eauthor. =700 1\$aLi, Shenglong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120162.htm =LDR 03262nab a2200517 i 4500 =001 JTE20120160 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120160$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120160$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTF250 =082 04$a625.14$223 =100 1\$aSun, Lijun,$eauthor. =245 10$aResearch on Design Method for Heavy-Duty Asphalt Pavements and Its Application /$cLijun Sun, Liping Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aPremature damage is currently the main problem with heavy-duty asphalt pavements. In order to decrease such premature damage, it is necessary to develop a new design system meeting the requirements of heavy-duty pavements. Based on considerable field investigations and mechanistic analysis, a five-phase design procedure, including data collection, structural combination design, structural thickness design, material testing and examination, and a final decision, was established. The procedure is a comprehensive design tool employing performance-related structural design consideration and mechanistic-based material design consideration that can link performance analysis, structural design, and material design (tests). After consideration of the extensive pavement performance data collected and subsequent analysis, relevant design equations and design criteria were proposed, including whole life asphalt pavement structural behavior equations, life cycle cost analysis models, field fatigue equations, and a shear-based rutting prediction model. As research progressed, test roads and pilot roads were constructed in ten provinces of China, and the first test road has been used successfully for 15 years. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMaterial design. =650 \0$aAsphalt pavements. =650 \0$aStructural design. =650 \0$aHeavy-duty highway. =650 \0$aRailroad tracks$xFoundations. =650 \0$aAsphalt pavement. =650 14$aHeavy-duty highway. =650 24$aAsphalt pavements. =650 24$aStructural design. =650 24$aMaterial design. =700 1\$aLiu, Liping,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120160.htm =LDR 03274nab a2200589 i 4500 =001 JTE20120148 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120148$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120148$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.85 ASPH$223 =100 1\$aLiao, G. Y.,$eauthor. =245 12$aA New "Mix-confined" Repeated Load Test for Evaluating Permanent Deformation of Asphalt Mixture /$cG. Y. Liao, J. Y. Xiang, X. M. Huang, Y. W. Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aExisting tests for evaluating the permanent deformation of an asphalt mixture have many problems, such as the fixed confining pressure for repeated load triaxial tests (RLTTs). The main objectives of this paper are to develop a new "mix-confined" test and to compare the accuracy and sensitivity of this test with those of RLTTs. A new mix-confined repeated load test (MCRLT) is developed to measure the permanent deformation of two types of test specimens, including field cores extracted from asphalt pavement and lab-mixed specimens. The accuracy and sensitivity of the MCRLT are compared with those of an RLTT. The results show that during the MCRLT the test specimen can provide some (but not enough) confining pressure itself (so-called mix-confined). MCRLTs have slightly higher accuracy and lower sensitivity than RLTTs. The MCRLT can be a good alternative to the RLTT for evaluating the permanent deformation of asphalt mixtures, especially when there is no RLTT equipment available. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAccuracy. =650 \0$aSensitivity. =650 \0$aMix-confined. =650 \0$aAsphalt mixture. =650 \0$aPermanent deformation. =650 \0$aAsphaltconcrete$xMechanical properties. =650 \0$aAsphaltconcrete$xTesting. =650 \0$aRoad materials. =650 14$aTest. =650 24$aMix-confined. =650 24$aPermanent deformation. =650 24$aAsphalt mixture. =650 24$aAccuracy. =650 24$aSensitivity. =700 1\$aXiang, J. Y.,$eauthor. =700 1\$aHuang, X. M.,$eauthor. =700 1\$aYang, Y. W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120148.htm =LDR 03301nab a2200553 i 4500 =001 JTE20120123 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120123$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120123$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTF250 =082 04$a625.14$223 =100 1\$aFei, Chen,$eauthor. =245 10$aField Performance Assessment of Porous Asphalt Pavement Under Heavy Traffic on Yan-Tong Expressway in China /$cChen Fei, Zhu Yazhou, Yang Jun, Xu. Gang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aWith their quick drainage, enhanced skid-resistance under wet conditions, noise-reducing effect, and lessened splashing and spraying, porous asphalt pavements are now receiving more and more attention. Since research and application of porous asphalt pavements has just started in China at present, there are no corresponding design and construction specifications. Therefore, it is essential to verify the design through actual field performance monitoring on such pavement as those of the Yan-Tong Expressway. This highway is ideal for such an investigation since it includes a section of porous asphalt surface together with stone mastic asphalt and another type of dense graded surface in the same section. The major parameters of the assessment consist of permeability and skid-resistance that are essential to porous asphalt pavements and rutting depth under heavy traffic. We use a simulation model to predict the rutting depth in the short term. The results show that porous asphalt pavement performs well under the heavy truck traffic volume on the Yan-Tong Expressway. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPermeability. =650 \0$aSkid resistance. =650 \0$aPavement performance. =650 \0$aPorous asphalt pavement. =650 \0$aRutting depth prediction. =650 \0$aRailroad tracks$xFoundations. =650 14$aPorous asphalt pavement. =650 24$aPavement performance. =650 24$aPermeability. =650 24$aSkid resistance. =650 24$aRutting depth prediction. =700 1\$aYazhou, Zhu,$eauthor. =700 1\$aJun, Yang,$eauthor. =700 1\$aGang, Xu.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120123.htm =LDR 04030nab a2200553 i 4500 =001 JTE20120140 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120140$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120140$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a625.85$223 =100 1\$aMwanza, Aaron D.,$eauthor. =245 10$aEffects of Type and Content of Mineral Fillers on the Consistency Properties of Asphalt Mastic /$cAaron D. Mwanza, Peiwen Hao, Hainian Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aAlthough commercial mineral fillers have become mandatory for use in asphalt concrete mixtures by many highway agencies, the consequences of such additives have shown a great effect on the consistency properties of asphalt mastic as compared to the neat asphalt binders. A detailed analysis as to whether neat asphalt binders or asphalt mastic should provide pertinent information for material characterization and construction indices for asphalt mixtures is presented. Laboratory experiments were conducted to investigate the effects of type and content of mineral fillers on the consistency properties of asphalt mastic to the neat asphalt binder designed to meet the JTG F40-2004 specification of China. Three different mineral fillers, namely hydrated lime, pulverized limestone, and Portland cement were separately dry mixed with neat asphalt binder at dust to binder ratios ranging from 0.0 to 1.5 in ratio increments of 0.3 % by weight of asphalt. Analysis of test results shows that asphalt mastic consistency properties are well-defined linear functions of mineral filler content. Hydrated lime mastics showed significant effects on the consistency properties of the neat binder as compared to Portland cement and limestone additives tested at the same mineral filler content. Penetration and ductility of the neat binder showed a linear reduction at increased hydrated lime content estimated at 4.8(0.1 mm) and 8.2 cm per 0.1 % of hydrated lime increment respectively while softening point and apparent viscosity increased at the rate of 4.7°C and 0.1 centipoises per 0.1 % of hydrated lime increment respectively. Asphalt mixtures mixing and compaction temperatures determined from equiviscous lines of 0.17±0.02 Pa.s and 0.280±0.03 Pa.s using hydrated lime mastics show a linear increment of 7.7°C and 7.9°C per 0.1 % increment of hydrated lime respectively. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConsistency. =650 \0$aNeat binder. =650 \0$aSpecification. =650 \0$aAsphalt mastic. =650 \0$aMineral filler. =650 \0$aAsphalt$xMicrostructure. =650 \0$aMicromechanics. =650 14$aMineral filler. =650 24$aAsphalt mastic. =650 24$aConsistency. =650 24$aSpecification. =650 24$aNeat binder. =700 1\$aHao, Peiwen,$eauthor. =700 1\$aWang, Hainian,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120140.htm =LDR 03297nab a2200553 i 4500 =001 JTE20120142 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120142$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120142$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.85 ASPH$223 =100 1\$aZhao, Yongli,$eauthor. =245 10$aGradation Design of the Aggregate Skeleton in Asphalt Mixture /$cYongli Zhao, Tao Xu, Xiaoming Huang, Zhidong Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aRutting is one of primary distresses in asphalt pavements. The asphalt mixtures with strong aggregate skeleton have a good rutting resistance. The gradation design method of coarse aggregate skeleton and asphalt mixture was studied. A three-dimensional spheroid model was used to analyze the mechanical characteristics of the aggregate skeleton. The aggregate crushing test and the Marshall compact test were conducted to verify the theoretical analysis. The results show that the stability of aggregate skeleton was improved by increasing the number of contact points. And a gradation design model was developed for the coarse aggregate skeleton. 4.75 mm was defined as the dividing size between coarse and fine aggregates. The asphalt content and performance-related volume parameters were introduced into the design method. It ensures the aggregate skeleton formation and the desired performance of asphalt mixtures. The aggregate gradation is very similar to that of SMA, and that the designed asphalt mixture has good high-temperature performance. It is concluded that the proposed design method a have good practical applicability. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRutting. =650 \0$aDesign method. =650 \0$aAsphalt mixture. =650 \0$aAggregate skeleton. =650 \0$aAsphaltconcrete$xMechanical properties. =650 \0$aAsphaltconcrete$xTesting. =650 \0$aRoad materials. =650 14$aAsphalt mixture. =650 24$aAggregate skeleton. =650 24$aRutting. =650 24$aDesign method. =700 1\$aXu, Tao,$eauthor. =700 1\$aHuang, Xiaoming,$eauthor. =700 1\$aLi, Zhidong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120142.htm =LDR 03413nab a2200565 i 4500 =001 JTE20120186 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120186$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120186$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.85 ASPH$223 =100 1\$aDong, Yuming,$eauthor. =245 10$aEvaluation of Performance on Crumb-Rubber-Modified Asphalt Mixture /$cYuming Dong, Yiqiu Tan, Liying Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThis paper investigates the performance of crumb-rubber-modified (CRM) asphalt mixture. Two different asphalt mixtures containing two types of asphalt binder (#90 original asphalt and CRM asphalt) were used to prepare Marshall specimens and determine optimum asphalt content. Mechanical performances of asphalt mixes were evaluated by the wheel rutting test (WRT) (dynamic stability (DS)), midpoint beam bend test (MBBT), at low temperature, and indirect tensile test (IDT), at the freezing and thawing cycle. Superpave gyratory compactor (SGC) specimens were also prepared for the modulus test. Using the simple performance test (SPT) and universal testing system (UTS), viscoelastic mechanical characteristics were evaluated by static and dynamic modulus tests. Static modulus (E) data were measured by the un-confinement uniaxial compression test according to the specification of China. Moreover, dynamic modulus (E0) data were obtained by SPT. The crumb-rubber content varies from 0, 10 %, 20 %, to 30 % at the static modulus test. Two test temperatures were selected for the dynamic modulus test. The results indicated that the CRM asphalt mixture performs better than the standard asphalt mixture on dynamic behavior, rutting resistance, cracking resistance, and moisture stability. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt. =650 \0$aFatigue. =650 \0$aModulus. =650 \0$aRutting. =650 \0$aCrumb rubber. =650 \0$aAsphaltconcrete$xMechanical properties. =650 \0$aAsphaltconcrete$xTesting. =650 \0$aRoad materials. =650 14$aCrumb rubber. =650 24$aAsphalt. =650 24$aRutting. =650 24$aFatigue. =650 24$aModulus. =700 1\$aTan, Yiqiu,$eauthor. =700 1\$aYang, Liying,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120186.htm =LDR 03254nab a2200517 i 4500 =001 JTE20120152 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120152$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120152$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96142$223 =100 1\$aYouqiang, Pan,$eauthor. =245 10$aResearch on ERS Steel Deck Pavement Techniques /$cPan Youqiang, Zhang Zhixiang, Cao Rongji. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aSteel bridge deck pavement has been considered as a worldwide engineering problem, especially in China. During the past decade, many famous long-span steel bridges have been built in China, for example, Sutong Yangze River Bridge. However, some serious deterioration on the steel bride deck pavement happened when it was opened to traffic because of the heavy traffic and high temperatures. Based on the analysis on the construction problem of steel deck pavement and special traffic and environmental conditions in China, a new kind of steel deck pavement structure, called epoxy-resin-stone (ERS) steel deck pavement, is presented in this paper. It contains three main layers, i.e., epoxy bonding chips layer (EBCL), resin-asphalt mixture (RA05), and stone mastic asphalt (SMA). EBCL is introduced to act as a waterproof, bonding, and slipping proof layer; RA05 is used as an intermediate layer; and SMA is used as a surface functional layer. Test results and engineering practice show that ERS steel deck pavement has excellent performance and good workability. The technique has been applied in more than 10 steel bridges. It is helpful to solve the difficult steel deck pavement problem in China. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteel bridge. =650 \0$aBridge deck pavement. =650 \0$aSteel$xMetallography. =650 \0$aSteel$xMetallurgy. =650 14$aSteel bridge. =650 24$aBridge deck pavement. =650 24$aERS. =650 24$aEpoxy bonding chips layer (EBCL) =650 24$aResin- asphalt mixture (RA05) =700 1\$aZhixiang, Zhang,$eauthor. =700 1\$aRongji, Cao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120152.htm =LDR 03040nab a2200529 i 4500 =001 JTE20120158 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120158$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120158$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a380.5 s$223 =100 1\$aGao, Ying,$eauthor. =245 10$aResearch on the Design of AR-AC13S Mixtures /$cYing Gao, Rongji Cao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aLists of requirements for asphalt concrete (AC)-asphalt rubber (AR) mixture designs and construction have been published by many countries. The criteria indicated by other countries needed to be evaluated when AR-AC mixtures were used in China. This study has produced mixture design requirements for AR-AC13S mixtures (AR-AC mixtures with a 13 mm nominal maximum aggregate size and an S-shaped gradation curve) based on laboratory tests and field application in Jiangsu Province, China. The molding method of the mixture specimen, voids in mineral aggregate (VMA), air voids, mineral filler content, and gradation of the mixture are discussed. Recommendations for 5.5 % air voids and 20 % minimum VMA were made. The ratio of mineral filler to AR should be greater than 0.3 for good high temperature stability. The low temperature performance degrades with an increasing ratio of mineral filler to AR. The gradation of AR-AC13S mixture is recommended based on the analysis of VMA, voids in coarse aggregate, and mineral filler content. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAR-AC13S. =650 \0$aAsphalt rubber. =650 \0$aMixture design. =650 \0$aGap-graded mixture. =650 \0$aSurface sealers. =650 \0$aSeal coating. =650 \0$aStripping (Pavements) =650 14$aAsphalt rubber. =650 24$aGap-graded mixture. =650 24$aMixture design. =650 24$aAR-AC13S. =700 1\$aCao, Rongji,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120158.htm =LDR 03346nab a2200577 i 4500 =001 JTE20120159 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120159$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120159$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC78.7.T62 =082 04$a616.07/575$223 =100 1\$aHu, Chichun,$eauthor. =245 10$aCharacterization of Asphalt Mixture Homogeneity Based on X-ray Computed Tomography /$cChichun Hu, Jack Youtcheff, Duanyi Wang, Xiaoning Zhang, Emin Kutay, Senthilmurugan Thyagarajan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aThe mechanical performance and life span of asphalt pavement depend largely on the homogeneity of the asphalt mixture. Inhomogeneity of asphalt mixtures is due to the non-uniform segregation of air voids and aggregates in mixtures. In order to evaluate the homogeneity of an asphalt mixture during lab compaction, computed tomography (CT) images of the specimen were obtained based on x-ray CT. The image was virtually cut into slices of various sizes, and the vertical air void distributions and aggregate gradations were quantified. Research results reveal that the air void content in the middle part of the specimen was lower than those on both ends. Also, the homogeneity was better under high compaction levels. The results from aggregate gradations were in good agreement with air void distribution calculations. Therefore, it is feasible to characterize an asphalt mixture's homogeneity based on the air void distributions and aggregate gradations as determined via x-ray CT. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAir void. =650 \0$aAsphalt mixture. =650 \0$aAggregate gradation. =650 \0$aHomogeneity evaluation. =650 \0$aMEDICAL$xRadiology & Nuclear Medicine. =650 \0$aTomography, Emission. =650 14$aAsphalt mixture. =650 24$aX-ray computed tomography. =650 24$aAir void. =650 24$aAggregate gradation. =650 24$aHomogeneity evaluation. =700 1\$aYoutcheff, Jack,$eauthor. =700 1\$aWang, Duanyi,$eauthor. =700 1\$aZhang, Xiaoning,$eauthor. =700 1\$aKutay, Emin,$eauthor. =700 1\$aThyagarajan, Senthilmurugan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120159.htm =LDR 03378nab a2200565 i 4500 =001 JTE20120133 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120133$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120133$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96142$223 =100 1\$aChen, Xianhua,$eauthor. =245 10$aState of the Art of Asphalt Surfacings on Long-spanned Orthotropic Steel Decks in China /$cXianhua Chen, Zhendong Qian, Xueyan Liu, Zhang Lei. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aReliable and durable asphalt surfacing systems still are desired for long-spanned orthotropic steel bridges according to national and international reports on distresses in deck pavement. Based on ten-year research works, this paper presents a brief review and discussion of the practices and experiences of deck pavement on long-spanned steel bridges in China, including issues of typical surfacing materials and their properties, main distresses in asphalt surfacing, and the basic characteristics of asphalt surfacing on orthotropic steel bridge decks. It is concluded that the behaviours of deck pavement on orthotropic steel bridge decks under truck loads are complex as a result of geometric and material-dependent nonlinearity, coupling the global dynamic effects of the whole bridge system. More efficient computational techniques are still desirable for coupling global effects with local responses, counting the interfacial effects and interactions, and evaluating the effect of the predominant distress of fatigue cracking and de-bonding on the service life of this type of structure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aComposite action. =650 \0$aFatigue cracking. =650 \0$aOrthotropic steel decks. =650 \0$aAsphalt surfacing system. =650 \0$aLong-spanned steel bridge. =650 \0$aSteel$xMetallurgy. =650 14$aLong-spanned steel bridge. =650 24$aOrthotropic steel decks. =650 24$aAsphalt surfacing system. =650 24$aLocal deflection behaviour. =650 24$aComposite action. =650 24$aFatigue cracking. =700 1\$aQian, Zhendong,$eauthor. =700 1\$aLiu, Xueyan,$eauthor. =700 1\$aLei, Zhang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120133.htm =LDR 03125nab a2200529 i 4500 =001 JTE20120129 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120129$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120129$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRD680 =082 04$a617.4/7044$223 =100 1\$aXu, Yifeng,$eauthor. =245 10$aInterrelationship between Tire Contact Stress and Longitudinal Construction Joint Layout in Pavement /$cYifeng Xu, Yang Cai, Shuming Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aIn reconstruction and rehabilitation expressway projects, there are a series of longitudinal construction joints between old and new semi-rigid bases. As the weak parts in the whole structure, the longitudinal construction joints have a trend to damage earlier than other parts. In this paper, based on a highway project, the finite element method was used to analyze the effect of longitudinal construction joint layout and bond conditions on mechanical response of semi-rigid base pavement under normal loading and heavy loading. Analysis results showed that maximum stress under heavy loading of 50 % larger than normal loading would increase 20 %. Bond condition was another significantly important factor. Under heavy loading, the bond between old parts and new parts need higher adhesion strength. The longitudinal construction joints should be set as far as possible away from the wheelpath. If its position was 50 cm away from the load, maximum stress in the structure will decrease more than 25 %. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStress. =650 \0$aHeavy loading. =650 \0$aFinite-element analysis. =650 \0$aMusculoskeletal Diseases. =650 \0$aOccupational Diseases. =650 \0$aStress, Mechanical. =650 14$aHeavy loading. =650 24$aLongitudinal construction joint. =650 24$aFinite-element analysis. =650 24$aStress. =700 1\$aCai, Yang,$eauthor. =700 1\$aLi, Shuming,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120129.htm =LDR 03558nab a2200541 i 4500 =001 JTE20120125 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120125$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120125$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8/5$223 =100 1\$aSha, Aimin,$eauthor. =245 14$aThe Temperature Measuring and Evaluating Methods Based on Infrared Thermal Image for Asphalt-Pavement Construction /$cAimin Sha, Cheng Zhang, Hao Zhou. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aTo investigate the temperature segregation of asphalt mixture and the corresponding influence on construction quality, the infrared thermal imager was used to detect the loading, unloading, and paving temperature of the asphalt mixture, and a pavement-quality indicator (PQI) test was used to work out the density of pavement, and several conclusions were obtained. During the mixture delivery, the inner temperature changes little, whereas the surface temperature decreases greatly. The temperature decrease during the process from the unloading to the paving is mainly caused by the heat convection of the surface mixture. The paving mixture temperature is not consistent and obviously there is variation in features serrated. The maximum temperature of mat occurs toward the end of the paving period for a truckload of mixture, the lowest temperature appears after the beginning of the paving period of the next truckload of mixture, and the process repeats in this way. Transversal temperature segregation is more obvious than the longitudinal one. Compaction degree distribution along the transverse has the same variation tendency with temperature distribution. Finally, the evaluation criteria for asphalt-pavement temperature segregation were proposed based on the percentage of the point numbers with more than 6°C variation of average temperature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPQI test. =650 \0$aQuality control. =650 \0$aInfrared thermal image. =650 \0$aTemperature segregation. =650 \0$aPavements, Asphalt concrete$xDesign and construction. =650 \0$aBridge design. =650 14$aInfrared thermal image. =650 24$aTemperature segregation. =650 24$aPQI test. =650 24$aQuality control. =650 24$aAsphalt-pavement construction. =700 1\$aZhang, Cheng,$eauthor. =700 1\$aZhou, Hao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120125.htm =LDR 03356nab a2200541 i 4500 =001 JTE20120141 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120141$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120141$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTF250 =082 04$a625.14$223 =100 1\$aHuang, Xiaoming,$eauthor. =245 10$aInvestigation into High-Temperature Stability of Asphalt Pavement /$cXiaoming Huang, Tao Xu, Yongli Zhao, Zhidong Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aTo identify potential causes of the unstability problems of asphalt pavement at high temperature, effects of reinforced fiber, asphalt content, and temperature on the stability were analyzed using the wheel tracking test, the triaxial repeated load test (TRT), and partial triaxial test (PTT). The results indicated that Sup19 shows a better rutting resistance and lower permanent deformation than that of AC20, and the polyester fiber has significantly improved the rutting resistance of asphalt mixtures. The asphalt content affects greatly the mixture deformation. PTT method is more sensitive to asphalt content change. High-temperature facilitates to reduce the viscosity of asphalt binder and internal friction between the aggregate particles, resulting in permanent deformation. And most permanent deformation occurs at the first loading cycles because of densification followed by a slight increase in permanent deformation owing to plastic flow. It is concluded that the asphalt content and mixture compaction should be controlled strictly during construction, and fiber can improve the resistance to rutting in pavement, and PTT method can better understand dynamic properties of asphalt mixtures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt content. =650 \0$aAsphalt mixture. =650 \0$aReinforced fiber. =650 \0$aPartial triaxial test. =650 \0$aRailroad tracks$xFoundations. =650 14$aAsphalt mixture. =650 24$aHigh-temperature stability. =650 24$aReinforced fiber. =650 24$aAsphalt content. =650 24$aPartial triaxial test. =700 1\$aXu, Tao,$eauthor. =700 1\$aZhao, Yongli,$eauthor. =700 1\$aLi, Zhidong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120141.htm =LDR 03514nab a2200529 i 4500 =001 JTE20120128 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120128$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120128$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8/5$223 =100 1\$aHu, Xudong,$eauthor. =245 10$aPavement Performance of Asphalt Surface Course Containing Reclaimed Asphalt Pavement (RAP) /$cXudong Hu, Yihua Nie, Yu. Feng, Qisen Zheng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aReclaimed asphalt pavement (RAP) provides many advantages. The performance of a provincial road with an asphalt surface course containing RAP in Zhejiang, China was evaluated. The surface course was prepared by central plant hot mix recycling and virgin asphalt concrete. An AC-13 was chosen as gradation design in all mixes. The performance of asphalt mixture (containing 0 %, 10 %, 20 %, and 30 % RAP) was evaluated in the laboratory for fatigue resistance condition, moisture susceptibility, high-temperature stability, and low-temperature anti-cracking. Based on the laboratory results, the provincial road was constructed consisting of three sections (corresponding to 0 %, 10 %, and 20 % RAP content) in surface course with a 30-mm depth. The field site has been inspected and observed for 4 years. The field testing included deflection, skid resistance, permeable performance, and evenness evaluations. The laboratory test results show that all the testing indices satisfied the demand of the specifications, except moisture susceptibility and low temperature anti-cracking performance of the recycled asphalt concrete, including 30 % RAP. The inspection data proved that a small percentage of RAP unaffected the surface course performance, but RAP ratios greater than 20 % are not suitable in the mainline for high-volume roadways. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSurface course. =650 \0$aPavement performance. =650 \0$aPavements, Asphalt concrete$xDesign and construction. =650 \0$aBridge design. =650 14$aReclaimed asphalt pavement (RAP) =650 24$aRecycled asphalt concrete. =650 24$aCentral hot plant recycling. =650 24$aPavement performance. =650 24$aSurface course. =700 1\$aNie, Yihua,$eauthor. =700 1\$aFeng, Yu.,$eauthor. =700 1\$aZheng, Qisen,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120128.htm =LDR 03422nab a2200565 i 4500 =001 JTE20120153 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120153$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120153$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA438 =082 04$a620.135$223 =100 1\$aGu, Xingyu,$eauthor. =245 10$aLaboratory Test and Numerical Simulation of Bond Performance between Basalt Fiber Reinforced Polymer Rebar and Concrete /$cXingyu Gu, Qiao Dong. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aBecause of its high strength and durability, basalt fiber reinforced polymer (BFRP) rebar is a promising alternative to the steel counterpart in reinforced concrete. Using BFRP rebar in continuously reinforced concrete pavement (CRCP) allows one to avoid the rusting of traditional steel bars caused by water that infiltrates through cracks. A sufficient bond between BFRP rebar and concrete is critical in order to apply BFRP rebar in CRCP. This paper investigates the effects of different ribs and anchorage lengths on the bond performance of BFRP rebar and concrete through a series of pull-out tests. The finite element method (FEM) is utilized to simulate the bond between BFRP rebar and concrete. The pull-out test results indicate that the bond strength changes with rib depth and rib spacing. The highest bond strength can be achieved when the rib depth is 10 % of the diameter of the BFRP rebar and the rib spacing is 80 % of the diameter. The bond strength of BFRP rebar with an anchorage length of 10 times the diameter is greater than that of BFRP rebar with an anchorage length of 5 times the diameter. The developed FEM models could provide the same bond-sliding relationship as the results of pull-out tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRib depth. =650 \0$aRib spacing. =650 \0$aBond strength. =650 \0$aPull-out test. =650 \0$aBond-sliding relationship. =650 \0$aCement composites. =650 \0$aPolymer-impregnated cement. =650 \0$aPolymer-impregnated concrete. =650 14$aBFRP. =650 24$aPull-out test. =650 24$aBond strength. =650 24$aRib depth. =650 24$aRib spacing. =650 24$aBond-sliding relationship. =700 1\$aDong, Qiao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120153.htm =LDR 02805nab a2200493 i 4500 =001 JTE20120154 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120154$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120154$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTF250 =082 04$a625.14$223 =100 1\$aBian, Fenglan,$eauthor. =245 10$aChoice of Crack Repairing Material for Asphalt Pavement Based on AHP /$cFenglan Bian, Haiquan Cai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aIn the past decades, little attention was paid to the study on evaluation indexes of the performance of asphalt pavement crack repairing materials. In this paper, the indexes of material performance and economic evaluation based on the analysis of requirements for the crack repairing materials and the regulations are proposed. The indexes are subjected to interact, which will lead to inaccurate evaluation on the selection of crack repairing materials. Analytic hierarchy process (AHP) is employed to rank the indexes and select proper crack repairing material according to the evaluation result. The concrete steps of the AHP based model for the selection of asphalt pavement crack repairing materials is given. Finally, a practical example is employed to check the feasibility of this method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt pavement. =650 \0$aPerformance indexes. =650 \0$aCrack repairing material. =650 \0$aRailroad tracks$xFoundations. =650 14$aAsphalt pavement. =650 24$aCrack repairing material. =650 24$aPerformance indexes. =650 24$aAnalytic hierarchy process (AHP) =700 1\$aCai, Haiquan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120154.htm =LDR 03411nab a2200541 i 4500 =001 JTE20120138 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120138$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120138$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.85 ASPH$223 =100 1\$aYang, Jun,$eauthor. =245 10$aVirtual Triaxial Test Simulation Based on Discrete Element Method for Shear Resistance Property Assessment of Asphalt Mixtures /$cJun Yang, KeLi Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aIn this paper, the shear resistance of asphalt mixtures, which accounts for the permanent deformation characteristics of flexible pavements to a large extent, is analyzed based on the discrete element (DE) method from a microscopic perspective. This study first considered the processes used to obtain the microscopic parameters for the DE model, which typically simulated an asphalt mixture based on its three components. Then the study employed Burger's model to simulate the rheological behavior of asphalt sand mastics (fine aggregates, fines, and asphalt binder). A random generation algorithm was also developed to generate coarse aggregate elements in the DE model complying with the realistic gradations of asphalt mixtures. So as to more precisely model the rheological characteristics of asphalt sand mastics, the microscopic parameters of Burger's model were calibrated via simulations of uniaxial tests in the DE model. Finally, meaningful conclusions were achieved by analyzing the simulation result and the laboratory result. The simulation result was consistent with the laboratory test result, so the use of the established DE model to evaluate the shear resistance property of asphalt mixtures is feasible. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSimulation. =650 \0$aTriaxial test. =650 \0$aPermanent deformation. =650 \0$aDiscrete element method. =650 \0$aAsphaltconcrete$xMechanical properties. =650 \0$aAsphaltconcrete$xTesting. =650 \0$aRoad materials. =650 14$aDiscrete element method. =650 24$aSimulation. =650 24$aTriaxial test. =650 24$aPermanent deformation. =650 24$aShear resistance property. =700 1\$aWang, KeLi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120138.htm =LDR 03794nab a2200565 i 4500 =001 JTE20120187 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120187$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120187$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC377 =082 04$a616.8/34$223 =100 1\$aHaritonovs, Viktors,$eauthor. =245 10$aPerformance Characterization of Bituminous Mixtures With Dolomite Sand Waste and BOF Steel Slag /$cViktors Haritonovs, Martins Zaumanis, Guntis Brencis, Juris Smirnovs. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe rapid growth of transport load in Latvia increases the demands for asphalt carrying capacity on large motorways. The limestone and sandstone that can be found in Latvia lack the mechanical strength and, for most of the large motorways, the aggregates are imported from other countries causing increase of the costs and growth of emissions from transportation. On the other hand, large amounts of basic oxygen furnace (BOF) steel slag aggregates with good qualities are being produced in Latvia and put to waste. During recent decades, the dolomite sand waste has been accumulating and its quantity has reached a million tons and is rapidly increasing. This huge quantity of technological waste needs to be recycled with maximum efficiency. The lack of experience on the use of steel slag and sand waste requires an accelerated evaluation of the asphalt performance-based characteristics. This paper presents the testing results of different combinations of steel slag, dolomite sand waste, and local limestone aggregates that were proportioned to develop a mixture that would satisfy the requirements of permanent deformation and fatigue. Analysis of the results showed that mixes with steel slag and local limestone in coarse portion and dolomite sand waste in sand and filler portions had high resistance to plastic deformations and good resistance to fatigue failure. These mixes can fully satisfy and, in some cases, significantly overcome the requirements of local asphalt specifications for highly loaded motorways. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aSteel slag. =650 \0$aAsphalt mixture. =650 \0$aDolomite sand waste. =650 \0$aPermanent deformation. =650 \0$aMultiple sclerosis. =650 \0$aMultiple sclerosis$xExercise therapy. =650 14$aSteel slag. =650 24$aDolomite sand waste. =650 24$aAsphalt mixture. =650 24$aPermanent deformation. =650 24$aFatigue. =700 1\$aZaumanis, Martins,$eauthor. =700 1\$aBrencis, Guntis,$eauthor. =700 1\$aSmirnovs, Juris,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 7 Special Issue on Heavy Duty Asphalt Pavements and Bridge Deck Pavement.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120187.htm =LDR 02460nab a2200517 i 4500 =001 JTE11076J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11076J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11076J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF1416 =082 04$a658.8/48$223 =100 1\$aGoddard, MJ.,$eauthor. =245 10$aComplementary Statistical Methodology for Precision and Bias Determination of Test Methods from Collaborative Studies on Analysis of Solutes in Water Cited in ASTM Standard Practice D 2777-86 /$cMJ. Goddard, M. Malaiyandi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aASTM Standard Practice D 2777-86 provides simplified numerical methods for the statistical analysis of collaborative tests of chemical assays. Herein, we discuss the critical assumptions underlying the statistical methods in the standard practice. Further statistical analyses are discussed to indicate additional information which may be obtained through a more rigorous statistical treatment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPrecision. =650 \0$aWater quality. =650 \0$aQuality assurance. =650 \0$aQualityassurance$xStandards. =650 \0$aQualitycontrol$xStandards. =650 \0$aExport marketing. =650 14$aQuality assurance. =650 24$aBias. =650 24$aPrecision. =650 24$aWater quality. =700 1\$aMalaiyandi, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11076J.htm =LDR 01759nab a2200469 i 4500 =001 JTE11085J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11085J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11085J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQM549 =082 04$a612/.98$223 =100 1\$aHicks, JF.,$eauthor. =245 10$aFitting a Population of Feet /$cJF. Hicks. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aResults of foot surveys of men's, women's, and children's feet are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShoe fit. =650 \0$aShoe size. =650 \0$aFeet. =650 \0$aFoot. =650 14$aShoe fit. =650 24$aShoe size. =650 24$aFeet. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11085J.htm =LDR 02486nab a2200493 i 4500 =001 JTE11080J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11080J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11080J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC100 =082 04$a602/.18$223 =100 1\$aBarbato, G.,$eauthor. =245 10$aMeasurement of the Spherical Tip of Rockwell Indenters /$cG. Barbato, S. Desogus. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aRecent international comparisons of primary standards of Rockwell C hardness showed that the indenter shape is largely responsible for differences in measurement results. Measurements, especially of spherical-tip shape, made by means of high-magnification (500 x) profile projectors proved to be affected by an uncertainty that also depended on the operator. In connection with such problems, a measurement system using a rotating table centered by means of an air bearing was developed together with a method for result analysis so as to allow the evaluations required by ASTM and ISO standards to be made quickly. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDiamond indenter. =650 \0$aRockwell hardness. =650 \0$aRoundness measurement. =650 \0$aRockwellhardness. =650 \0$aMetals$xTesting. =650 14$aRockwell hardness. =650 24$aDiamond indenter. =650 24$aRoundness measurement. =700 1\$aDesogus, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11080J.htm =LDR 02696nab a2200565 i 4500 =001 JTE11087J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11087J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11087J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD9868 =082 04$a338.4/7677/00994$223 =100 1\$aRobbins, SE.,$eauthor. =245 10$aSensory Attenuation Induced by Modern Athletic Footwear /$cSE. Robbins, A. Hanna, LA. Jones. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b39 =520 3\$aDisorders that impair sensory perception can cause serious injury. It has been proposed that many running-related injuries may result from wearing athletic footwear which induces changes in the perception of loads encountered during running. To test this hypothesis a psychophysical investigation was performed in which subjects were required to give numerical estimates of the perceived magnitude of a load experienced on the plantar surface. The loads were applied to the flexed knee, and the foot was supported on one of three different weight-bearing surfaces. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLocomotion. =650 \0$aNeuropathic injury. =650 \0$aProtective footwear. =650 \0$aBiomechanics of running. =650 \0$aRunning-related injuries. =650 \0$aFootwearindustry. =650 \0$aInternational economic relations. =650 \0$aTextile industry. =650 14$aProtective footwear. =650 24$aRunning-related injuries. =650 24$aBiomechanics of running. =650 24$aLocomotion. =650 24$aNeuropathic injury. =700 1\$aHanna, A.,$eauthor. =700 1\$aJones, LA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11087J.htm =LDR 02344nab a2200517 i 4500 =001 JTE11086J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11086J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11086J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRD757.S45 =082 04$a617.1027$223 =100 1\$aBunch, RP.,$eauthor. =245 10$aFoot Measurement Strategies for Fitting Athletes /$cRP. Bunch. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aLast development in the shoe industry has historically been a craft practiced by skilled artisans. Although satisfactory fit has been established over the years for the general population, it is very difficult, if not impossible, to evaluate if the fit is "optimal" for a specific group of athletes. Two development projects, supported by case studies, are reported which demonstrate improvements in the traditional approach to last design, and the resulting fit for shoes built on the lasts. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLasts. =650 \0$aFit tests. =650 \0$aAthletic shoes. =650 \0$aFoot measurement. =650 \0$aAthleticshoes. =650 \0$aFoot. =650 \0$aHealth aspects. =650 14$aFoot measurement. =650 24$aLasts. =650 24$aFit tests. =650 24$aAthletic shoes. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11086J.htm =LDR 03206nab a2200577 i 4500 =001 JTE11081J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11081J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11081J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620.11$223 =100 1\$aDu Quesnay, DL.,$eauthor. =245 13$aAn Analysis of Notch-Size Effects at the Fatigue Limit /$cDL. Du Quesnay, MT. Yu, TH. Topper. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b43 =520 3\$aThis investigation examines the variation of the fatigue notch factor with notch size for sharp and blunt notches. Analytical expressions are developed to predict the fatigue notch factor for sharp notches based on short crack fracture mechanics and for blunt notches based on Neuber's rule. Experimental evidence to support these expressions is provided together with fatigue notch factors for circularly center-notched plate specimens of 2024-T351 aluminum and SAE 1045 steel. The notch diameters were varied from 0.24 to 5.0 mm. The specimens were tested in laboratory air under uniaxial constant-amplitude loading at load ratios of R = -1 and R = 0. Further experimental evidence to support the analysis is provided by data from the literature for two low carbon steels and a copper. At the fatigue limit, the fatigue notch factor increases with notch size for sharp notches. However, a notch-size effect does not occur for blunt notches. The observed notch-size effects from this and other investigations are in good agreement with the analytical expressions that are presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNotch. =650 \0$aShort crack. =650 \0$aFatigue (metals) =650 \0$aNotch-size effect. =650 \0$aFatigue notch factor. =650 \0$aNonpropagating crack. =650 \0$aMetals$xFatigue. =650 \0$aMetals$xEffect of high temperatures on. =650 14$aFatigue (metals) =650 24$aFatigue notch factor. =650 24$aNonpropagating crack. =650 24$aNotch. =650 24$aNotch-size effect. =650 24$aShort crack. =700 1\$aYu, MT.,$eauthor. =700 1\$aTopper, TH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11081J.htm =LDR 02501nab a2200553 i 4500 =001 JTE11077J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11077J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11077J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK1081 =082 04$a621.312134$223 =100 1\$aFutamata, M.,$eauthor. =245 10$aSimple Measuring System for Electrical Energy Consumed by Auxiliaries for Advanced Batteries /$cM. Futamata, S. Takahashi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aWe have constructed a new measuring system of electrical energy for widely varying load current between 0.5 and 100 A using a controller for the current transformers (CT), a personal computer, and wattmeters. This system possesses special characteristics as a controller circuit of the CT. When the load current changes greatly, the most appropriate first terminal of the CT is instantaneously selected by the controller to provide an accurate measurement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAccuracy. =650 \0$aEfficiency. =650 \0$aMeasurement. =650 \0$aMicrocomputers. =650 \0$aSecondary battery. =650 \0$aelectricalenergy. =650 \0$awater currents. =650 \0$aElectric power production. =650 14$aMicrocomputers. =650 24$aAccuracy. =650 24$aMeasurement. =650 24$aSecondary battery. =650 24$aEfficiency. =700 1\$aTakahashi, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11077J.htm =LDR 02294nab a2200565 i 4500 =001 JTE11089J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11089J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11089J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS989 =082 04$a338.476853$223 =100 1\$aCollazzo, C.,$eauthor. =245 12$aA 1986-1987 Study of Consumer Problems in Shopping for Footwear, with Emphasis on Size and Fit /$cC. Collazzo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA study was conducted to determine the cost in time, money, frustration, and health to consumers because of failure to obtain proper size, fit, style, price, or quality of footwear. Consumer frequency of footwear shopping was also examined. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShoe fit. =650 \0$aShoe size. =650 \0$aFootwear fit. =650 \0$aFootwear size. =650 \0$aShopping costs. =650 \0$aShopping frequency. =650 \0$aFootwear. =650 \0$aFootwear$vPeriodicals. =650 14$aFootwear size. =650 24$aFootwear fit. =650 24$aConsumer shopping problems. =650 24$aShoe size. =650 24$aShoe fit. =650 24$aShopping costs. =650 24$aShopping frequency. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11089J.htm =LDR 01992nab a2200421 i 4500 =001 JTE11083J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11083J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11083J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGT2130 =082 04$a391.4/1303$223 =100 1\$aTrott, AW.,$eauthor. =245 10$aIntroduction to Symposium on the Fitting of Footwear /$cAW. Trott. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$a[The Symposium on the Fitting of Footwear, held 27 April 1987 in Cincinnati, Ohio, was sponsored by ASTM Committee F-13 on Safety and Traction for Footwear.Arthur Trott and B.Everett Gray served as chairmen.Six papers from the symposium are presented in this issue of Journal of Testing and Evaluation; Mr.Trott has provided a brief Introduction.-Editor]. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFootwear. =650 \0$aFootwearindustry. =650 \0$aShoes$xSocial aspects. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11083J.htm =LDR 02419nab a2200577 i 4500 =001 JTE11079J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11079J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11079J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aMurphy, JF.,$eauthor. =245 10$aMode II Wood Test Specimen :$bBeam with Center Slit /$cJF. Murphy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA test specimen and equation are demonstrated to measure critical Mode II stress-intensity factor KIIc for wood. Knowledge of this critical material property is necessary for predicting crack propagation loads and, specifically, split propagation loads in split wood beams. Results for the specimen with two different notches reveal a difference in coefficient of variation of KIIc of a factor of two. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aCracks. =650 \0$aSplits. =650 \0$aMode II. =650 \0$aSliding shear fracture. =650 \0$aStress-intensity factor. =650 \0$aFracture mechanics. =650 \0$aStructural dynamics. =650 14$aStress-intensity factor. =650 24$aMode II. =650 24$aKII. =650 24$aFracture mechanics. =650 24$aSliding shear fracture. =650 24$aCracks. =650 24$aSplits. =650 24$aWood. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11079J.htm =LDR 03102nab a2200529 i 4500 =001 JTE11088J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11088J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11088J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGT2130 =082 04$a391.4/1303$223 =100 1\$aStaros, A.,$eauthor. =245 10$aCustom Footwear :$bThe Role of Computer-Aided Engineering /$cA. Staros, RS. Schwartz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b38 =520 3\$aWe propose that research be performed to specify the computer-aided engineering required in custom footwear production. Presently, custom shoes for orthopedic conditions and for very active athletes must be derived from casts representing foot topography or wood lasts which must be modified by hand to represent the essential biomechanical features. Three-dimensional (3-D) imaging technology should be accessed for application to this problem. In replacing the cast and last skill-based techniques, the proposed system would record surface and underlying bony topographies for display and operator modifications made interactively on the computer screen. Software, like the operator intervention, would introduce biomechanical requirements of pathology or of special service demands, as in sports. Pressure mapping can also be introduced to display how shape modifications affect the critical force (shear) patterns on the foot. Stages are proposed in the development of a complete system for the provision of custom footwear, making such footwear accessible to an increased proportion of the nation's population. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBiomechanics. =650 \0$aCustom footwear. =650 \0$aFootwear. =650 \0$aFootwearindustry. =650 \0$aShoes$xSocial aspects. =650 14$aFootwear. =650 24$aCustom footwear. =650 24$aComputer-aided design (CAD) =650 24$aComputer-aided manufacturing (CAM) =650 24$aThree-dimensional imaging. =650 24$aBiomechanics. =700 1\$aSchwartz, RS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11088J.htm =LDR 03149nab a2200565 i 4500 =001 JTE11082J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11082J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11082J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA413 =082 04$a620.12$223 =100 1\$aArora, PR.,$eauthor. =245 10$aPrediction of Specimen Strain from Extensometer Deflection Measurements in a Direct Stress Fatigue Test Specimen under Static Tensile Loading /$cPR. Arora, MR. Raghavan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aThe displacement between the ridges situated outside the filleted test section of an axially loaded unnotched specimen is computed from the axial load and shape of the specimen and compared with extensometer deflection data obtained from experiments. The effect of prestrain on the extensometer deflection versus specimen strain curve has been studied experimentally and analytically. An analytical study shows that an increase in the slope of the stress-strain curve in the inelastic region increases the slope of the corresponding computed extensometer deflection versus specimen strain curve. A mathematical model has been developed which uses a modified length ¯lef in place of the actual length of the uniform diameter test section of the specimen. This model predicts the extensometer deflection within 5% of the corresponding experimental value. This method has been successfully used by the authors to evolve an iterative procedure for predicting the cyclic specimen strain in axial fatigue tests on unnotched specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRidges. =650 \0$aCalibration. =650 \0$aTest section. =650 \0$aSpecimen strain. =650 \0$aTensile prestrain. =650 \0$aExtensometer deflection. =650 \0$aExtensometer. =650 \0$aStrain gages. =650 14$aSpecimen strain. =650 24$aRidges. =650 24$aTest section. =650 24$aExtensometer deflection. =650 24$aTensile prestrain. =650 24$aCalibration. =700 1\$aRaghavan, MR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11082J.htm =LDR 02481nab a2200589 i 4500 =001 JTE11078J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11078J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11078J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aSousa, J.,$eauthor. =245 10$aDynamic Properties of Asphalt Concrete /$cJ. Sousa, CL. Monismith. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThis paper describes equipment developed to determine the dynamic properties of paving materials in axial and torsional loading. Dynamic properties were determined by the excitation of hollow cylindrical specimens using two independent sinusoidal loads with frequencies up to 30 Hz. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt concrete. =650 \0$aInternal damping. =650 \0$aResilient modulus. =650 \0$aDynamic shear modulus. =650 \0$aDynamic elastic modulus. =650 \0$aDynamic Poisson's ratio. =650 \0$asphaltconcrete. =650 \0$aPavements,Asphaltconcrete. =650 14$aAsphalt concrete. =650 24$aDynamic elastic modulus. =650 24$aDynamic shear modulus. =650 24$aInternal damping. =650 24$aDynamic Poisson's ratio. =650 24$aHollow cylindrical specimen. =650 24$aResilient modulus. =650 24$aComputer-controlled test equipment. =700 1\$aMonismith, CL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11078J.htm =LDR 02157nab a2200469 i 4500 =001 JTE11084J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11084J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11084J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQM549 =082 04$a612/.98$223 =100 1\$aRossi, WA.,$eauthor. =245 14$aThe Futile Search for the Perfect Shoe Fit /$cWA. Rossi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b34 =520 3\$aThe common assumption that perfect or correct shoe fit can be expected if the shoe and fitting are proper is untenable for a variety of reasons. For instance, no two feet of a pair are exactly alike, inevitably resulting in some degree of shoe misfit. Also, the foot assumes four different sizes and shapes under different conditions: at rest, on weight-bearing, in gait, and under thermal variations, yet all must comply to a shoe of only one size and shape. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShoe fit. =650 \0$aShoe size. =650 \0$aFeet. =650 \0$aFoot. =650 14$aShoe fit. =650 24$aShoe size. =650 24$aFeet. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11084J.htm =LDR 02749nab a2200505 i 4500 =001 JTE11843J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11843J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11843J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aCC79.E85 =082 04$a930.1$223 =100 1\$aCios, KJ.,$eauthor. =245 10$aRadial Basis Function Network Learns Ceramic Processing and Predicts Related Strength and Density /$cKJ. Cios, GY. Baaklini, A. Vary, RE. Tjia. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aRadial basis function (RBF) neural networks were trained using the data from 273 Si3N4 modulus of rupture (MOR) bars that were tested at room temperature and 135 MOR bars that were tested at 1370°C. Milling time, sintering time, and sintering gas pressure were the processing parameters used as the input features. Flexural strength and density were the outputs by which the RBF networks were assessed. The "nodes at data points" method was used to set the hidden layer centers and output layer training used the gradient descent method. The RBF network predicted strength with an average error of less than 12% and density with an average error of less than 2%. Further, the RBF network demonstrated a potential for optimizing and accelerating the development and processing of emerging ceramic materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCeramics. =650 \0$aNeural networks. =650 \0$aSilicon nitride. =650 \0$aCeramics$vAnalysis. =650 14$aCeramics. =650 24$aNeural networks. =650 24$aSilicon nitride. =700 1\$aBaaklini, GY.,$eauthor. =700 1\$aVary, A.,$eauthor. =700 1\$aTjia, RE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11843J.htm =LDR 03494nab a2200625 i 4500 =001 JTE11846J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11846J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11846J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC191 =082 04$a620.1/632$223 =100 1\$aTrindade, AC.,$eauthor. =245 10$aEstimation of Young's Modulus and of Hardness by Ultra-Low Load Hardness Tests with a Vickers Indenter /$cAC. Trindade, A. Cavaleiro, JV. Fernandes. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe evaluation of the elastic-plastic properties of a material by using an ultra-low load hardness test requires a geometrical calibration that must take into account the imperfect form of the diamond indenter. In the present work, the Vickers indenter offset of the microindentation equipment was estimated using differently heat-treated steel samples. To this end, the dimensions of the indentations have been evaluated by two different methods: optical measurement of the diagonals and direct measurement of the penetration depth during the test. The elastic-plastic properties are then calculated from the analysis of the penetration depth/indentation load curves. The Young's modulus values determined for the different high-speed steel samples were very similar and close to the literature value for steel if the appropriate corrections are performed. The hardness values decrease when the determination procedure includes the geometrical correction of the indenter offset, and still further when using the total correction obtained by means of optical measurements of the indenter diagonal. Variation of the hardness values with the applied load is much less when the corrections are carried out. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOffset. =650 \0$aUnloading. =650 \0$aExtruded lip. =650 \0$aDiagonal length. =650 \0$aVickers hardness. =650 \0$aIndentation depth. =650 \0$aUltra-low load hardness. =650 \0$aYoung's modulus. =650 \0$aElastic properties. =650 \0$aMathematical physics. =650 14$aVickers hardness. =650 24$aUltra-low load hardness. =650 24$aUnloading. =650 24$aIndentation depth. =650 24$aDiagonal length. =650 24$aExtruded lip. =650 24$aOffset. =650 24$aYoung's modulus. =700 1\$aCavaleiro, A.,$eauthor. =700 1\$aFernandes, JV.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11846J.htm =LDR 03008nab a2200505 i 4500 =001 JTE11848J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11848J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11848J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aPellicane, PJ.,$eauthor. =245 10$aModeling Wood in Transverse Compression /$cPJ. Pellicane, J. Bodig, AL. Mrema. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aA plane-stress, Finite element model has been developed to predict the stress distribution in wood members subject to perpendicular-to-grain compression. This model exploits linearstrain, isoparametric triangular elements used in sufficient number to achieve a convergent solution. Model verification was achieved through comparison of numerically obtained deformation predictions with corresponding experimental data obtained from actual test specimens. Twenty-seven specimens were instrumented to determine their deformations at numerous locations. Test materials were sampled from three logs (two eagelemann spruce, one western hemlock). Specimens were fabricated with three widely different orthotropic ratios, three geometries (length/depth ratios), and three loading geometries (uniformly distributed load across the estire length, one-half length, and one-quarter length). In total, 377 experimental measurements on 27 specimens were compared to finite element predictions. The results showed that on average the model predicted local deformation to within 5%. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aExperimental verification. =650 \0$aFinite element method. =650 \0$aTECHNOLOGY & ENGINEERING$xStructural. =650 14$aCompression parpendicular-to-grain. =650 24$aFinite element method. =650 24$aWood. =650 24$aExperimental verification. =700 1\$aBodig, J.,$eauthor. =700 1\$aMrema, AL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11848J.htm =LDR 02872nab a2200505 i 4500 =001 JTE11842J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11842J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11842J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE33.2.S82 =082 04$a551.072$223 =100 1\$aRodríguez, J.,$eauthor. =245 10$aNumerical Assessment of the Dynamic Tension Test Using the Split Hopkinson Bar /$cJ. Rodríguez, C. Navarro, V. Sánchez-Gálvez. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aAn experimental and numerical analysis of tension tests in the Hopkinson bar is made to assess the suitability of this method to characterize materials in tensile conditions at strain rates about 1000/s. The stress and strain fields that appear in the specimen are analyzed by the finite element method. This mathematical simulation of the test allows a check of the hypotheses normally used in obtaining results: equilibrium situation and uniform strain distribution in the specimen. The simulation process also provides some criteria to design the experimental setup and the specimen geometry for the best agreement with the ideal situation. Finally, because of the usual assumption regarding the uniformity of the strain distribution in the specimen may not be valid, some corrections are suggested to obtain reliable material properties from direct test results in different situations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDynamic tests. =650 \0$aHopkinson bar. =650 \0$aNumerical modeling. =650 \0$aNumerical and Computational Methods. =650 \0$aSimulation and Modeling. =650 14$aDynamic tests. =650 24$aHopkinson bar. =650 24$aNumerical modeling. =700 1\$aNavarro, C.,$eauthor. =700 1\$aSánchez-Gálvez, V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11842J.htm =LDR 03011nab a2200613 i 4500 =001 JTE11844J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11844J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11844J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5415.153 =082 04$a658.5$223 =100 1\$aLarralde, J.,$eauthor. =245 10$aBond Tests of Fiberglass-Reinforced Plastic Bars in Concrete /$cJ. Larralde, R. Silva-Rodriguez, J. Burdette, B. Harris. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aFiberglass Reinforced Plastic (FRP) bars for concrete reinforcement have been commercially available for several years. The main advantage of such bar relative to the conventional steel reinforcing bars is their resistance to corrosion. The reinforced plastic bars are slightly different from the conventional steel bars both geometrically and mechanically. Thus, research is needed to understand their behavior and to be able to use them in concrete reinforcement with adequate reliability. Bond strength of reinforced plastic bars in concrete is one of the mechanical and behavioral differences with the steel bars. This paper presents the results of pullout and beam tests conducted to determine the bond stress-slip behavior of FRP bars in concrete. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBond test. =650 \0$aPullout test. =650 \0$aBond strength. =650 \0$aReinforced plastics. =650 \0$aReinforced composites. =650 \0$aConcrete reinforcement. =650 \0$aComposites. =650 \0$aComposite materials. =650 14$aReinforced composites. =650 24$aFiberglass reinforced plastics. =650 24$aConcrete reinforcement. =650 24$aBond strength. =650 24$aReinforced plastics. =650 24$aPullout test. =650 24$aSlip. =650 24$aBond test. =700 1\$aSilva-Rodriguez, R.,$eauthor. =700 1\$aBurdette, J.,$eauthor. =700 1\$aHarris, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11844J.htm =LDR 03179nab a2200541 i 4500 =001 JTE11847J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11847J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11847J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA355 =082 04$a620.2$223 =100 1\$aSalawu, OS.,$eauthor. =245 13$aAn Excitation System for Dynamic Testing of Large Structures /$cOS. Salawu, C. Williams. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe service behavior and real performance of engineering materials and systems are best evaluated using data obtained from prototype or full-scale testing, or both. For large engineering structures composed of materials such as concrete, with variable properties, data from such tests are invaluable. Full-scale forced vibration testing is a useful tool for obtaining information on the condition of structural systems. As compared to ambient vibration testing, forced vibration testing can provide more accurate estimates of damping capacity and yield data from which better system identification of structural parameters is possible. However, full-scale forced vibration field testing is much more difficult to achieve when compared with laboratory tests on prototypes. The (large) size of the structure usually means special excitation systems are required. The development and performance characteristics of such an excitation system is described in the article. The system consists of an hydraulic actuator, mounted within a purpose built frame, two pumps, an electronic control unit, and a personal computer. It can be used to induce vertical excitation of highway bridges, long-span floor slabs, and similar structures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aExciters. =650 \0$aVibration. =650 \0$aVibrators. =650 \0$aDynamic testing. =650 \0$aFull-scale testing. =650 \0$aSound. =650 \0$aStructural dynamics. =650 14$aVibrators. =650 24$aExciters. =650 24$aDynamic testing. =650 24$aFull-scale testing. =650 24$aVibration. =700 1\$aWilliams, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11847J.htm =LDR 03017nab a2200601 i 4500 =001 JTE11839J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11839J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11839J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aKobayashi, T.,$eauthor. =245 10$aDeducing Crack History in an Aged Boiler Tube from Fracture Surface Topography /$cT. Kobayashi, DA. Shockey, G. Ogundele, DD. McNabb, D. Sidey. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aA new fractographic technique, FRActure Surface Topography Analysis (FRASTA), was applied to a crack in a boiler tube of a fossil-fired power plant in an attempt to determine when in its 22-year service history the crack initiated and the rate at which it grew. By comparing the topographies of the conjugate crack surfaces, we estimated that the crack nucleated about 68 000 h after onset of service and experienced several periods of accelerated and decelerated growth with rates ranging from 5 x 10 to 9.5 x 10 mm/h. These findings correlated roughly with chemical cleanings and startup/shutdown cycles. A similar analysis of a corrosion fatigue specimen tested under controlled conditions in the laboratory provided results consistent with measured values. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBoiler tubes. =650 \0$aFractography. =650 \0$aAging systems. =650 \0$aCrack history. =650 \0$aCrack growth rate. =650 \0$aCrack initiation time. =650 \0$aFracture mechanics. =650 14$aFRActure Surface Topography Analysis (FRASTA) =650 24$aFractography. =650 24$aAging systems. =650 24$aBoiler tubes. =650 24$aCrack history. =650 24$aCrack initiation time. =650 24$aCrack growth rate. =700 1\$aShockey, DA.,$eauthor. =700 1\$aOgundele, G.,$eauthor. =700 1\$aMcNabb, DD.,$eauthor. =700 1\$aSidey, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11839J.htm =LDR 02785nab a2200589 i 4500 =001 JTE11849J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11849J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11849J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aPellicane, PJ.,$eauthor. =245 10$aBehavior of Wood in Transverse Compression /$cPJ. Pellicane, J. Bodig, AL. Mrema. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aA finite element analysis program exists to evaluate the stress distribution in wood members subjected to perpendicular-to-grain (transverse) compression.In this study, the program was used to perform parameter studies to evaluate the effects of key variables on the distribution of stresses and the maximum stress concentrations in wood subjected to transverse compression.These variables included: specimen geometry (length/depth), loading geometry (loaded length/specimen length), and material properties (ratio of moduli of elasticity of the wood in the direction of loading/perpendicular to loading) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aLoading geometry. =650 \0$aSpecimen geometry. =650 \0$aOrthotropic ratios. =650 \0$aFinite element model. =650 \0$aSensitivity analysis. =650 \0$aFinite element method. =650 \0$aTECHNOLOGY & ENGINEERING$xStructural. =650 14$aFinite element model. =650 24$aCompression perpendicular to grain. =650 24$aWood. =650 24$aSensitivity analysis. =650 24$aOrthotropic ratios. =650 24$aLoading geometry. =650 24$aSpecimen geometry. =700 1\$aBodig, J.,$eauthor. =700 1\$aMrema, AL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11849J.htm =LDR 02357nab a2200481 i 4500 =001 JTE11845J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11845J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11845J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.7.C65 =082 04$a620.1/1242$223 =100 1\$aHäberle, JG.,$eauthor. =245 14$aThe Influence of Test Piece Preparation on the Compressive Strength of Unidirectional Fiber-Reinforced Plastic /$cJG. Häberle, FL. Matthews. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aDuring a wide-ranging experimental study of compression testing of unidirectional fiber-reinforced plastics (FRP), covering several materials and test methods, it became apparent that the variability of data could be reduced by adopting a rigorous and consistent approach to all phases of specimen production. Details are given of the procedures adopted, together with results from an associated parameter study. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompression testing. =650 \0$aSpecimen preparation. =650 \0$aFiber-reinforced plastics. =650 \0$aMaterials$xCompression testing. =650 14$aFiber-reinforced plastics. =650 24$aCompression testing. =650 24$aSpecimen preparation. =700 1\$aMatthews, FL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11845J.htm =LDR 03016nab a2200529 i 4500 =001 JTE11841J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11841J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11841J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aKumar, AM.,$eauthor. =245 12$aA Suggested Test Procedure to Measure Mixed Mode I-III Fracture Toughness of Brittle Materials /$cAM. Kumar, JP. Hirth, R. Hoagland, X. Feng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThis article describes a test procedure to measure mixed mode I-III fracture toughness. The traditional compact tension specimen geometry is modified to include an angled crack slot. This angle is varied to produce various mode I/mode III ratios. A further modification to the specimen design involving two crack fronts in a triple "pantleg" configuration that can produce near-mode III loading at the crack tip is also described. Together, these two specimens can be used to test the entire spectrum of combined mode I-III. Results of mixed mode fracture tests on 2034 aluminum alloys using these specimens are presented. A three-dimensional (3-D) finite element model of the modified compact specimen to validate the analytical procedure is also described. Angular correction factors for the mixed mode case are also presented. The results indicate the feasibility of developing a new standard test method to measure mixed mode fracture toughness in macroscopically brittle metallic materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture. =650 \0$aToughness. =650 \0$aMixed mode toughness. =650 \0$aStress intensity factor. =650 \0$aFracture mechanics. =650 14$aFracture. =650 24$aMixed mode toughness. =650 24$aToughness. =650 24$aStress intensity factor. =700 1\$aHirth, JP.,$eauthor. =700 1\$aHoagland, R.,$eauthor. =700 1\$aFeng, X.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11841J.htm =LDR 02485nab a2200505 i 4500 =001 JTE11838J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11838J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11838J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aSrinivas, M.,$eauthor. =245 12$aA Fractographic Technique for the Estimation of Initiation Fracture Toughness JIc for Ductile Materials /$cM. Srinivas, SV. Kamat, PR. Rao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aA single specimen fractographic technique based on critical stretch zone width measurements is suggested for the estimation of fracture toughness (JIc) for highly ductile materials. The salient feature of this technique is that it overcomes the problem of fatigue precracking and is able to predict the fracture toughness of a material using a blunt notch specimen. Fracture toughness tests on commercially pure Armco iron, nickel, and aluminum as well as Al-Mn based austenitic stainless steel and En28 steel were carried out to validate the method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBlunt notch. =650 \0$aSingle specimen. =650 \0$aStretch zone width. =650 \0$aFracture mechanics. =650 14$aJIc. =650 24$aSingle specimen. =650 24$aStretch zone width. =650 24$aBlunt notch. =700 1\$aKamat, SV.,$eauthor. =700 1\$aRao, PR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11838J.htm =LDR 02486nab a2200577 i 4500 =001 JTE11840J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11840J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11840J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aMurakami, Y.,$eauthor. =245 10$aInstructions for a New Method of Inclusion Rating and Correlations with the Fatigue Limit /$cY. Murakami, T. Toriyama, EM. Coudert. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aMany inclusion rating methods already exist [1-6], some of which have been adopted as the standards for particular countries or industries. However, with the existing methods, it is difficult to evaluate the relationship between the fatigue limit and the type, size, or distribution of the inclusions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue strength. =650 \0$aInclusion rating. =650 \0$aVickers hardness. =650 \0$aHigh-strength steel. =650 \0$aStatistics of extreme. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aInclusion rating. =650 24$aFatigue strength. =650 24$aSquare root of projection area (?area) =650 24$aVickers hardness. =650 24$aStatistics of extreme. =650 24$aHigh-strength steel. =700 1\$aToriyama, T.,$eauthor. =700 1\$aCoudert, EM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11840J.htm =LDR 03272nab a2200529 i 4500 =001 JTE11837J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11837J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11837J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aMcKeighan, PC.,$eauthor. =245 10$aDetermining the Potential Drop Calibration of a Fatigue Crack Growth Specimen Subject to Limited Experimental Observations /$cPC. McKeighan, DJ. Smith. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aSix separate calibration techniques are applied to potential drop (PD) and crack length data from 23 experimental datasets. Five of the techniques use limited experimental input gained during precracking and after test completion to derive the coefficients associated with the calibrations. The datasets include SE(B) and M(T) specimens, fatigue crack growth (FCG) tests and foil analog simulations as well as various aluminum alloys and steel. A comparison of the calibration techniques is undertaken in terms of crack length and the subsequent effect on stress intensity factor errors. The best calibration techniques using two PD and crack length data pairs are the two-point modified and post-test corrected Johnson's equation. Using these methods, 21 of the 23 tests satisfy a criterion based on an acceptable ±2% mean variation in stress intensity factor. If a statistical assessment of the data is made, only 30 to 35% of the tests satisfy this criterion. Finally, the crack length prediction errors that result from the different calibrations can typically cause a 15 to 30% variation in FCG rate da/dN at a given ?K level. This difference is found to be primarily due to errors in the ?K calculation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCalibration errors. =650 \0$aCrack length errors. =650 \0$aPotential drop (PD) =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFatigue crack growth (FCG) =650 24$aPotential drop (PD) =650 24$aCrack length errors. =650 24$aCalibration errors. =650 24$aVariability of fatigue data. =700 1\$aSmith, DJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11837J.htm =LDR 02855nab a2200649 i 4500 =001 JTE11850J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11850J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11850J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA355 =082 04$a511/.4$223 =100 1\$aAjayi, JO.,$eauthor. =245 10$aObjective Evaluation of Surface Characteristics to Determine Smoothness of Pile Fabrics /$cJO. Ajayi, HM. Elder. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aMeasurements of surface characteristics of pile fabrics by various methods to determine surface smoothness is reported. It is demonstrated that the number of peaks detected by methods using a roller, stylus, and friction traces is the best indicator of fabric smoothness. A negative correlation between this quantity and smoothness suggests that fabrics that yield more peaks are likely to be smoother than those with fewer peaks. This also agrees broadly with the results of friction measurement, lateral air flow, and microscopic measurements. Subjectively, judges found fabrics readily identifiable, but finding the right descriptive adjective for these differences remains a problem. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPeaks. =650 \0$aPitch. =650 \0$aRollet. =650 \0$aStylus. =650 \0$aContour. =650 \0$aFriction. =650 \0$aAmplitudes. =650 \0$aSmoothness. =650 \0$aStick-slip. =650 \0$aSmoothness of functions. =650 \0$aModuli theory. =650 14$aRollet. =650 24$aStylus. =650 24$aFriction. =650 24$aSmoothness. =650 24$aContour. =650 24$aPile. =650 24$aStick-slip. =650 24$aPitch. =650 24$aAmplitudes. =650 24$aPeaks. =700 1\$aElder, HM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11850J.htm =LDR 02638nab a2200577 i 4500 =001 JTE10382J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10382J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10382J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126$223 =100 1\$aArora, PR.,$eauthor. =245 10$aEffect of Prestrain on Fracture Toughness of Rolled Mild Steel with Significant Inclusion Content /$cPR. Arora, MR. Raghavan, YVRK Prasad. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThe basic method of JIc calculation using a single specimen is discussed. Dokouipil's approach for evaluating the JIc value is extended further and the effect of prestrain on rolled mild steel with significant inclusions is studied using this modified approach. Although this method does not give an accurate value of JIc, it is quite effective for a comparative study. While the fracture toughness of annealed and 7% prestrained materials are about the same, the fracture toughness of 3% prestrained material is significantly lower. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack. =650 \0$aPrestrain. =650 \0$aMild steel. =650 \0$aStrain energy. =650 \0$aCrack extension. =650 \0$aFracture. =650 \0$aFracture mechanism. =650 \0$aToughness. =650 14$aPrestrain. =650 24$aMild steel. =650 24$aUnloading compliance method. =650 24$aCrack. =650 24$aCrack extension. =650 24$aStrain energy. =700 1\$aRaghavan, MR.,$eauthor. =700 1\$aPrasad, YVRK,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10382J.htm =LDR 02342nab a2200469 i 4500 =001 JTE10385J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10385J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10385J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTX531 =082 04$a664/.117$223 =100 1\$aJohnston, PR.,$eauthor. =245 10$aLiquid Filtration :$bExamples of the Effects of Temperature, Viscosity, and Liquid Flow Rate /$cPR. Johnston. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aOn filtering particles of silica or iron oxide from water with filter paper, or a cartridge built of rayon fibers, the filtration efficiency, E, of 1 to 10 ?m particles changed from 0.4 to 0.999 with changes in temperature, viscosity, and liquid flow rate. Variations in temperature and in viscosity changed the Brownian diffusivity, D, of the particles. Correlations are shown between D and log R, where R = 1/(1 - E). The results indicate the importance of specifying these variables in any referenced filtration test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBrownian diffusivity. =650 \0$aViscosity. =650 \0$aLiquid filtration. =650 \0$aLiquid flow rate. =650 14$aLiquid filtration. =650 24$aBrownian diffusivity. =650 24$aLiquid flow rate. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10385J.htm =LDR 03105nab a2200589 i 4500 =001 JTE10376J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10376J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10376J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aJoyce, JA.,$eauthor. =245 10$aCrack Length Measurement During Rapid Crack Growth Using an Alternating-Current Potential Difference Method /$cJA. Joyce, CS. Schneider. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe object of this project has been to investigate the applicability of an alternating-current potential difference method of crack length estimation to rapid loading fracture mechanics tests in ferromagnetic materials. The more commonly used direct-current method has been demonstrated to be very sensitive to induced magnetization under rapid loadings. The resulting direct-current output signal is complex and not repeatable, and the component related to crack extension cannot be separated from the total response. The tests reported here show calibrations of a 10 kHz alternating-current system on an A533B material and application of the calibration to a static unloading compliance test and to rapid servohydraulic tests. A d-c component dependent on stress-induced magnetization is still present but can now be separated from the high frequency component using Fourier series methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ integral. =650 \0$aCrack extension. =650 \0$aDynamic loading. =650 \0$aCrack propagation. =650 \0$aFracture (materials) =650 \0$aFracture. =650 \0$aFracture mechanism. =650 \0$aElastic-plastic fracture. =650 14$aElastic-plastic fracture. =650 24$aDynamic loading. =650 24$aJ integral. =650 24$aAlternating-current potential difference. =650 24$aCrack propagation. =650 24$aA533B steel. =650 24$aCrack extension. =650 24$aFracture (materials) =700 1\$aSchneider, CS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10376J.htm =LDR 03495nab a2200613 i 4500 =001 JTE10379J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10379J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10379J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH1091 =082 04$a628.922$223 =100 1\$aNakamura, H.,$eauthor. =245 12$aA Method for Obtaining Conservative S-N Data for Welded Structures /$cH. Nakamura, S. Nishijima, A. Ohta, Y. Maeda, K. Uchino, T. Kohno, K. Toyomasu, I. Soya. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aA method of fatigue testing is proposed to simulate the behavior of large-sized welded structures having high tensile residual stresses by means of ordinary small width specimens containing a low level of residual stresses. The method involves the varying of the stress range from test to test while always maintaining the maximum stress at the yield strength of base metal. The results obtained by the proposed method agreed with those for slit welded joints containing high tensile residual stresses fatigued at constant amplitude at a stress ratio of zero. However, the fatigue strength of small width welded specimens as determined by the proposed method was lower than that obtained by the conventional method at a stress ratio of zero. It is emphasized that the proposed method is effective in obtaining conservative S-N data to be used for design of welded structures, where local fluctuating stresses were considered to pulsate downwards from tensile yield strength regardless of the applied stress ratio. It was also found that in the presence of a high tensile residual stress the grinding of the toe of welds which contain no undercut was not effective in improving the fatigue strength of welded joints. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aYield strength. =650 \0$aResidual stress. =650 \0$aFatigue of metals. =650 \0$aFatigue design stresses. =650 \0$aWelded joints. =650 \0$aSteel. =650 \0$aFatigue. =650 14$aFatigue of metals. =650 24$aWelded joints. =650 24$aResidual stress. =650 24$aYield strength. =650 24$aFatigue design stresses. =700 1\$aNishijima, S.,$eauthor. =700 1\$aOhta, A.,$eauthor. =700 1\$aMaeda, Y.,$eauthor. =700 1\$aUchino, K.,$eauthor. =700 1\$aKohno, T.,$eauthor. =700 1\$aToyomasu, K.,$eauthor. =700 1\$aSoya, I.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10379J.htm =LDR 02714nab a2200589 i 4500 =001 JTE10377J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10377J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10377J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.A1 =082 04$a624.1/51362/0287$223 =100 1\$aBlackburn, LB.,$eauthor. =245 10$aStrain Measurement Technique for Elevated Temperature Tensile and Creep Testing of Foil-Gage Metals /$cLB. Blackburn. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA technique has been developed for elevated temperature tensile testing of foil-gage metals which employs a modified mechanical extensometer in conjunction with a displacement transducer. The extensometer has been modified by attachment of a counterbalance to reduce the axial load contribution due to the mass of the extensometer to the total maximum test load. In addition, the extensometer grip inserts have been modified to incorporate a conical tip/flat-edge design to minimize induced stresses in the specimen resulting from extensometer attachment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep test. =650 \0$aTensile test. =650 \0$aCounterbalance. =650 \0$aFoil-gage metals. =650 \0$aElevated temperature. =650 \0$aMechanical properties. =650 \0$aMechanical extensometer. =650 \0$aCreep. =650 \0$aAsphalt. =650 \0$aPavement. =650 14$aTensile test. =650 24$aCreep test. =650 24$aFoil-gage metals. =650 24$aElevated temperature. =650 24$aCounterbalance. =650 24$aMechanical properties. =650 24$aMechanical extensometer. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10377J.htm =LDR 02435nab a2200625 i 4500 =001 JTE10383J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10383J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10383J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC665.E4 =082 04$a537$223 =100 1\$aPretnar, B.,$eauthor. =245 10$aEffect of Nonmetallic Inclusions on Some Ductility Parameters of Hot-Rolled Steel Sheet /$cB. Pretnar, RAN Yebuah. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aNonmetallic inclusions have detrimental effects on ductility parameters such as elongation and reduction in area obtained in tension testing. Moreover, inclusions elongated in the rolling direction cause distinct anisotropy of these parameters. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSheet. =650 \0$aSteel. =650 \0$aDuctility. =650 \0$aAnisotropy. =650 \0$aElongation. =650 \0$aTension testing. =650 \0$aReduction in area. =650 \0$aNonmetallic inclusions. =650 \0$aAnisotropies. =650 \0$aComposite materials. =650 \0$aTension test. =650 14$aDuctility. =650 24$aReduction in area. =650 24$aElongation. =650 24$aTension testing. =650 24$aNonmetallic inclusions. =650 24$aAnisotropy. =650 24$aSteel. =650 24$aSheet. =700 1\$aYebuah, RAN,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10383J.htm =LDR 02843nab a2200601 i 4500 =001 JTE10384J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10384J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10384J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD79.C4 =082 04$a543/.0892$223 =100 1\$aShestopal, VO.,$eauthor. =245 10$aImpact Testing of Flexible Polyurethane Foams /$cVO. Shestopal, B. Chilcott. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aMethods of obtaining information on dynamic properties of flexible foams from a limited number of impact tests are considered. The test procedure is based on measuring acceleration and displacement during the entire impact (not only maximum values as required in current standards). Interpretation of the results uses two theoretical approaches: stress-strain relationships and similarity considerations. Each approach has its own advantages. The developed algorithm, applied presently to four commercial packaging foams, allows the plotting of cushioning diagrams and predicts the shape of time-impact dependence for an arbitrary drop height and foam thickness. Properties of composite cushioning structures can be calculated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImpact. =650 \0$aDrop test. =650 \0$aCushioning. =650 \0$aFlexible foam. =650 \0$aPolyurethane foam. =650 \0$aCushioning diagram. =650 \0$aDynamic properties. =650 \0$aPlastic foams. =650 \0$aFoam rubber. =650 \0$aPolyurethane. =650 14$aPolyurethane foam. =650 24$aFlexible foam. =650 24$aImpact. =650 24$aDrop test. =650 24$aDynamic properties. =650 24$aCushioning. =650 24$aCushioning diagram. =700 1\$aChilcott, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10384J.htm =LDR 02839nab a2200553 i 4500 =001 JTE10380J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10380J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10380J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD491 =082 04$a628.1/5$223 =100 1\$aChaoui, K.,$eauthor. =245 10$aStrain Gage Analysis of Residual Stress in Plastic Pipes /$cK. Chaoui, A. Moet, A. Chudnovsky. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aResidual stress distribution in medium density polyethylene (MDPE) 102 mm (4 in.) pipe with 11.1 mm wall thickness is evaluated using three different procedures. A modified layer removal procedure is employed to evaluate the residual stress component in the longitudinal direction as a function of the pipe wall thickness. On the other hand, the residual stress distribution in the circumferential direction is estimated using the conventional ring slitting method. A strain gage technique for direct residual strain measurements is described. The results obtained from the three procedures in a given direction are in qualitative agreements. A tensile residual stress dominates about 24% of the inner section of the pipe wall. The residual stress then becomes compressive reaching its maximum value at the outermost layer. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrain gage. =650 \0$aLayer removal. =650 \0$aRing slitting. =650 \0$aResidual stress. =650 \0$aPlastic pipes. =650 \0$aPolyvinyl chloride. =650 \0$aPipe, Plastic. =650 14$aResidual stress. =650 24$aPlastic pipes. =650 24$aLayer removal. =650 24$aRing slitting. =650 24$aStrain gage. =700 1\$aMoet, A.,$eauthor. =700 1\$aChudnovsky, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10380J.htm =LDR 02806nab a2200577 i 4500 =001 JTE10378J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10378J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10378J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA484 =082 04$a620.1/66$223 =100 1\$aFuchs, HO.,$eauthor. =245 14$aThe Risks of Extrapolations of Metal Fatigue Data /$cHO. Fuchs, MV. Johns. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe risks associated with extrapolations are quantified by simulation for the case of metal fatigue data. Extrapolations to 1% failures are made from samples of 10 or 20 or 50 specimens for four assumed distributions of the failures. Two methods of extrapolation are investigated. Method A corresponds to straight line fitting on lognormal probability paper. Method B applies extreme value theory to the 40% smallest values in a sample and gives superior results for samples of 50 specimens. For the small samples usual in metal fatigue, Method A gives equally good (or poor) results. Results are presented in several measures. An empirical risk divisor is introduced as a practical means of reducing the risk. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSimulation. =650 \0$aExtrapolation. =650 \0$aConfidence bounds. =650 \0$aDistribution functions. =650 \0$aEstimates of percentiles. =650 \0$aMetal fatigue. =650 \0$aLight metal alloys$xFatigue. =650 \0$aAlliages$xFatigue. =650 14$aRisk. =650 24$aExtrapolation. =650 24$aMetal fatigue. =650 24$aSimulation. =650 24$aDistribution functions. =650 24$aEstimates of percentiles. =650 24$aConfidence bounds. =700 1\$aJohns, MV.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10378J.htm =LDR 02761nab a2200625 i 4500 =001 JTE10386J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10386J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10386J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH2431 =082 04$a695$223 =100 1\$aDutt, O.,$eauthor. =245 10$aGranule Embedment on Shingles and Roofing Membranes /$cO. Dutt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aSamples of shingles and modified bituminous membranes covered with stone, slag or slate granules were tested for the amount of granules applied and the coverage provided to the bitumen. The granule embedment in the as-received condition and after wetting was measured by scrubbing the samples with 50 strokes of a steel wire brush. Five representative samples out of the thirteen were also subjected to an extended scrub test, where the number of scrub strokes was increased to 150 (in intervals) to evaluate the retention. The results showed significant variations between samples. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShingles. =650 \0$aScrub test. =650 \0$aSlag granules. =650 \0$aSlate granules. =650 \0$aRoofing granules. =650 \0$aGranule embedment. =650 \0$aBituminous surface. =650 \0$aAdhesion of granules. =650 \0$aRoofing. =650 \0$aCurtain walls. =650 \0$aTensile force. =650 14$aAdhesion of granules. =650 24$aBituminous surface. =650 24$aGranule embedment. =650 24$aModified bituminous membrane. =650 24$aRoofing granules. =650 24$aScrub test. =650 24$aShingles. =650 24$aSlag granules. =650 24$aSlate granules. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10386J.htm =LDR 01641nab a2200409 i 4500 =001 JTE10387J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10387J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10387J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.7.C65 =082 04$a620.1/1242$223 =245 00$aDiscussion of and Response to, "Effect of Axial Compression". =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aChemical equilibrium. =650 \0$aDeformations (Mechanics) =650 \0$aGeochemistry. =650 \0$aMaterials$xCompression testing. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10387J.htm =LDR 02476nab a2200517 i 4500 =001 JTE10375J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10375J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10375J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN697.A47 =082 04$a669.722$223 =100 1\$aFerron, G.,$eauthor. =245 10$aDesign and Development of a Biaxial Strength Testing Device /$cG. Ferron, A. Makinde. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThe apparatus described herein is designed for the performance of biaxial stretching tests on flat cross-shaped specimens. It can be used with a conventional uniaxial tensile testing machine. The device converts the machine from one that exerts a uniaxial force to one that applies a system of forces in two perpendicular directions. A fixed value of the logarithmic strain ratio ? = ?2/?1 can be imposed on the test specimen along these two directions. The fixed ?-value may be chosen between 0 and 1 according to the geometrical configuration of the device. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBiaxial tests. =650 \0$aBiaxial device. =650 \0$aCruciform specimen. =650 \0$aAluminum. =650 \0$aAluminum alloys. =650 \0$aAluminum$xMetallurgy. =650 14$aBiaxial tests. =650 24$aBiaxial device. =650 24$aCruciform specimen. =650 24$aAluminum. =700 1\$aMakinde, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10375J.htm =LDR 02704nab a2200649 i 4500 =001 JTE10381J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10381J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10381J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC183 =082 04$a541/.33$223 =100 1\$aGroth, HL.,$eauthor. =245 10$aEvaluation of Singular Intensity Factors in Elastic-Plastic Materials /$cHL. Groth, I. Brottare. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aA singular intensity factor was evaluated for a butt joint geometry with different adhesive material behavior. The finite element method (FEM) was used for the determination of the stresses and displacements in the joint. It was found that the singular nature of the stress field at the free edge at the intersection between the adhesive and the adherend could be well characterized by a singular intensity factor. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aButt joint. =650 \0$aPlasticity. =650 \0$aPlastic zones. =650 \0$aAdhesive joints. =650 \0$aStress analysis. =650 \0$aFailure criteria. =650 \0$aBi-material bodies. =650 \0$aStress singularities. =650 \0$aFinite element analysis. =650 \0$aAdhesive joint. =650 \0$aAdhesives. =650 \0$aJoint. =650 14$aAdhesive joints. =650 24$aButt joint. =650 24$aStress analysis. =650 24$aFinite element analysis. =650 24$aPlasticity. =650 24$aPlastic zones. =650 24$aBi-material bodies. =650 24$aFailure criteria. =650 24$aStress singularities. =700 1\$aBrottare, I.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10381J.htm =LDR 03268nab a2200529 i 4500 =001 JTE000375 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE000375$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE000375$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC104 =082 04$a530/.8$223 =100 1\$aYiqiu, Tan,$eauthor. =245 10$aIs Normal Distribution the Most Appropriate Statistical Distribution for Volumetric Properties in Asphalt Mixtures? /$cTan Yiqiu, Xu. Huining, Li. Xiaomin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aVolumetric properties are essential for a better understanding of how to design the mixtures. Due to the irregularity of aggregate shape, these properties vary randomly with the same gradation. In this paper, the volumetric properties [bulk specific gravity (?f), air voids (VV), voids in mineral aggregate (VMA), and voids filled with asphalt (VFA)] were determined on two mixtures types, namely, A and B. These mixtures were statistically analyzed using different distribution methods. Seventy-two samples of Mixture A and 52 of Mixture B were fabricated using the Marshall design method. Results of the study showed that the Weibull distribution could reflect the probability distribution law of the volumetric properties of the mixtures. The two-parameter Weibull distribution function appears to be more appropriate or use with ?f and VFA, whereas the three-parameter Weibull distribution function was most appropriate for VV and VMA. The analysis of test results also revealed that there are significant differences in the volumetric properties of the two mixtures tested at the same confidence level. The confidence interval decreases with a decrease in reliability. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt mixture. =650 \0$aStatistical analysis. =650 \0$aWeibull distribution. =650 \0$aVolumetric properties. =650 \0$aCubic measurement. =650 \0$aVolumetry. =650 14$aAsphalt mixture. =650 24$aVolumetric properties. =650 24$aStatistical analysis. =650 24$aWeibull distribution. =700 1\$aHuining, Xu.,$eauthor. =700 1\$aXiaomin, Li.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE000375.htm =LDR 03173nab a2200529 i 4500 =001 JTE000037 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE000037$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE000037$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTG335 =082 04$a624.2$223 =100 1\$aShaopeng, Wu.,$eauthor. =245 10$aAnalysis of High Temperature Fluctuations on Asphalt Pavement of Cement Concrete Bridge /$cWu. Shaopeng, Hong Wang, Mingyu Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aIn this study a 2-D finite element model of a multilayered pavement structure of a cement concrete bridge was developed to calculate the temperature fluctuations in summer due to thermal environmental conditions for 1 week. The different specific heat capacity and absorptivity factors of the asphalt layers were considered. The results indicate that the surface temperature's fluctuation of the pavement is similar to the outside atmosphere temperature; the maximum temperature and temperature gradient of asphalt pavement decreased gradually from the top down; the larger the specific heat capacity is, the less the maximum surface temperature becomes; the larger the absorptivity factor of asphalt pavement is, the higher the maximum surface temperature becomes. It is concluded that 2-D finite element analysis proved to be an interesting tool to simulate the transient behavior of asphalt concrete pavements. The suggested simulation model can predict the pavement temperature at different levels of bituminous layers with good accuracy, which can provide engineers some guidance on the rutting resistance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFinite element. =650 \0$aAsphalt pavement. =650 \0$aCement concrete bridge. =650 \0$aTemperature fluctuation. =650 \0$aBridges, Concrete. =650 \0$aBridges. =650 14$aAsphalt pavement. =650 24$aCement concrete bridge. =650 24$aTemperature fluctuation. =650 24$aFinite element. =700 1\$aWang, Hong,$eauthor. =700 1\$aChen, Mingyu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE000037.htm =LDR 03267nab a2200481 i 4500 =001 JTE000338 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE000338$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE000338$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLB1075 =082 04$a150$223 =100 1\$aGuo, Runhua,$eauthor. =245 10$aPrediction of In-Service Fatigue Life of Flexible Pavements Based on Accelerated Pavement Testing /$cRunhua Guo, Jorge A. Prozzi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aFull-scale accelerated pavement testing (APT) is a supplement to typical laboratory procedures. As such, it leads to significant advances in practice and economic savings for the evaluation of new pavement configurations, stress level related factors, new materials, and design improvements. This type of testing closely simulates field conditions; however, it does not capture actual pavement performance because of the limited ability to address long-term phenomena. Therefore, to fully utilize the benefits of APT, there is a need for a methodology to predict the long-term performance of in-service pavement structures based on the generated test results in order to account for such differences. The bias correction factor (BCF) or bias correction functions should account for the quantifiable differences between the fatigue life of the pavement site under APT and the in-service conditions. The BCF represents an improvement of the currently used "shift factors" since they are more general and are based on laboratory testing or computer simulations. By applying the proposed methodology, APT performance results from a structure similar to an in-service structure can be used to perform four-point bending beam tests and structural analysis to obtain an accurate estimate of the necessary BCF to estimate in-service performance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLong-term performance. =650 \0$aBias correction factor. =650 \0$aFatigue. =650 \0$aExhaustion. =650 14$aAccelerated pavement testing. =650 24$aLong-term performance. =650 24$aBias correction factor. =700 1\$aProzzi, Jorge A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE000338.htm =LDR 03332nab a2200529 i 4500 =001 JTE000017 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE000017$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE000017$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA636 =082 04$a516.2$223 =100 1\$avan Lent, D. Q.,$eauthor. =245 10$aInfluence Treatment in Laboratory of Stone Surface on the Surface Roughness /$cD. Q. van Lent, A. A. A. Molenaar, M. F. C. van de Ven. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aAdhesion properties of asphalt mixtures are very important. Especially for porous asphalt adhesion problems are immediately a possible cause of low durability. At Delft University of Technology, research on the adhesive zone between the bituminous mortar and the stone is in progress. Small test specimens were produced and the aggregates received all kinds of treatments (sawing, coring, sandblasting, etc). An important question is if these test specimens are representative for the actual surfaces of the aggregates in the mixture. In this paper the possible influence on bitumen-aggregate adhesion of different stone surface characteristics is discussed. For this purpose, roughness tests are conducted on treated aggregate surfaces for columns used in the laboratory tests and the real stone particles as used in mixtures. Roughness (stereo-, confocal, and electron microscope), specific surface area (stereo- and confocal microscope), and surface free energy (sessile drop) are determined. It is concluded that sawing and sandblasting influence the roughness strongly compared to the aggregate surface. Also, the specific surface area of 4/8 aggregate is much larger than of the treated specimens. It is important to take this in consideration when using test results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAggregate. =650 \0$aRoughness. =650 \0$aSurface free energy. =650 \0$aSpecific surface area. =650 \0$aSurface area. =650 \0$aAreas and volumes. =650 14$aAggregate. =650 24$aRoughness. =650 24$aSpecific surface area. =650 24$aSurface free energy. =700 1\$aMolenaar, A. A. A.,$eauthor. =700 1\$avan de Ven, M. F. C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE000017.htm =LDR 03117nab a2200577 i 4500 =001 JTE000315 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE000315$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE000315$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA436 =082 04$a691/.5$223 =100 1\$aMuraya, P. M.,$eauthor. =245 10$aContribution of the Bituminous Mortar and Stone Skeleton to the Resistance to Permanent Deformation in Asphalt Mixtures /$cP. M. Muraya, A. A. A. Molenaar, M. F. C. van de Ven. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThis paper describes the results of a research that was conducted to investigate the contribution of the different components in an asphalt mixture to the resistance to permanent deformation. As part of this research, extensive triaxial tests were performed on the stone skeletons of dense, stone mastic, and porous asphalt concrete. An extensive characterization of the bituminous mortar was also performed using the dynamic shear rheometer and the direct tension tests. The results showed that aggregate skeletons exhibit a high tendency to dilate implying tensile stresses and strains in the bituminous mortar. The results also showed that plastic deformation is much more important than viscous deformation for the stone skeleton mixtures and that viscous deformation is more important for the dense mixture. The findings of the research were used to analyze the permanent deformation that occurred in accelerated pavement test sections. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRutting. =650 \0$aSkeleton. =650 \0$aTension test. =650 \0$aTriaxial test. =650 \0$aCompression test. =650 \0$aMortar. =650 \0$aAdhesives. =650 \0$aBinders (Materials) =650 14$aRutting. =650 24$aMortar. =650 24$aSkeleton. =650 24$aTriaxial test. =650 24$aTension test. =650 24$aCompression test. =700 1\$aMolenaar, A. A. A.,$eauthor. =700 1\$avan de Ven, M. F. C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE000315.htm =LDR 03842nab a2200553 i 4500 =001 JTE000133 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE000133$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE000133$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE210.5.B5 =082 04$a620.19602870993$223 =100 1\$aWu, Jiantao,$eauthor. =245 14$aThe Influence of Aggregate Interaction and Aging Procedure on Bitumen Aging /$cJiantao Wu, Gordon Airey. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aBitumen, like many other organic substances, is affected by the presence of oxygen, ultraviolet radiation, and by changes in temperature. These external influences result in the phenomenon known as "aging" and cause changes in the chemical composition and therefore the rheological and mechanical properties of the bitumen. Aging is primarily associated with the loss of volatile components and oxidation of the bitumen during asphalt mixture production (short-term aging) and progressive oxidation of the in-place material in the field (long-term aging). Both factors cause an increase in viscosity (or stiffness) of the bitumen and consequential stiffening of the asphalt mixture. Aging at moderate levels is generally accepted and can even enhance performance, but at significant levels results in embrittlement of the bitumen, significantly affecting its adhesive characteristics and usually resulting in reduced cracking resistance of the asphalt mixture under repeated loading. It has long been recognized that the characteristics of bitumens are affected by the mineral aggregate with which they come into contact and that age hardening is influenced by both the bitumen and the mineral aggregate as reported by Bell and Sosnovske in 1994. This paper investigates the influence of aggregate type and aging procedure on the rheological and chemical fractional properties of aged bitumen. Asphalt mixtures comprising limestone or granite aggregate have been artificially aged in the laboratory and the rheological properties and chemical composition of the recovered bitumen from the mixtures determined after different durations of aging. In addition, the influence of bulk aging versus thin film aging has been assessed on the same bitumen aged in the presence of aggregate. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAggregates. =650 \0$aOxidative aging. =650 \0$aAging procedures. =650 \0$aBitumen rheology. =650 \0$aBitumen. =650 \0$aCaustobioliths. =650 \0$aNonmetallic minerals. =650 14$aBitumen. =650 24$aOxidative aging. =650 24$aAggregates. =650 24$aAging procedures. =650 24$aBitumen rheology. =650 24$aFTIR. =700 1\$aAirey, Gordon,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE000133.htm =LDR 03057nab a2200541 i 4500 =001 JTE000319 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE000319$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE000319$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD305.A2 =082 04$a547.437$223 =100 1\$aLiu, Shu-tang,$eauthor. =245 10$aStudy on Low-Temperature Cracking Performance of Asphalt Mortar Modified by an Aluminate Coupling Agent /$cShu-tang Liu, Feng Hou, Wei-dong Cao, Ying Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThe low-temperature performance properties of asphalt mortar modified by an aluminate coupling agent (ACA) were investigated and are reported in this paper. An orthogonal experiment design method was used, and the creep stiffness and m-value were adopted as the indicators to investigate the modifier effects of the filler-asphalt ratio, ACA, and stearic acid on the low-temperature performance of asphalt mortar. The influence of other factors on the high-temperature, anti-rutting performance and intermediate-temperature fatigue performance of asphalt mortar was also evaluated. Analysis indicated that ACA could improve significantly the low-temperature performance and intermediate-temperature fatigue performance of asphalt mortar but reduced the high-temperature performance. Asphalt mortar modified by a moderate filler-asphalt ratio, a significant amount of ACA, and stearic acid showed better low-temperature performance properties. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPerformance. =650 \0$aAsphalt mortar. =650 \0$aFiller-asphalt ratio. =650 \0$aStearic acid. =650 \0$aOctadecanoic acid. =650 14$aAsphalt mortar. =650 24$aAluminate coupling agent (ACA) =650 24$aStearic acid. =650 24$aFiller-asphalt ratio. =650 24$aPerformance. =700 1\$aHou, Feng,$eauthor. =700 1\$aCao, Wei-dong,$eauthor. =700 1\$aLiu, Ying,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE000319.htm =LDR 03390nab a2200541 i 4500 =001 JTE000355 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE000355$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE000355$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a665.5388$223 =100 1\$aCao, Wei-Dong,$eauthor. =245 10$aPerformance of Composite Modified Asphalt with Trinidad Lake Asphalt used as Waterproofing Material for Bridge Deck Pavement /$cWei-Dong Cao, Zhan-Yong Yao, Shu-tang Liu, Xin-Zhuang Cui. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aPerformance of composite modified asphalt with Trinidad Lake Asphalt (TLA) used as waterproofing material for bridge deck pavement was studied through the shear test, pull-out test, and water permeability test. The results showed that shear strength at 20°C of composite modified asphalt with TLA was affected by the material dosage and the optimum dosage was 1.2 kg/m2. Shear strength at 20°C of composite modified asphalt with TLA increased with the increase of TLA content and then decreased with the further increase of TLA content. However, the shear strength at 50°C shows different results. Based on shear strength at 20°C, the optimum TLA content was 20 % by total weight of composite modified asphalt. Bond strength at 20°C of composite modified asphalt with TLA was very close to that of styrene-butadiene-styrene (SBS) modified asphalt but the bond strength at 50°C of composite-modified asphalt with TLA was 47 % higher than that of SBS modified asphalt. Both composite modified asphalts with TLA and with SBS modified asphalt met the impermeability requirement. Composite modified asphalt with TLA could be used as waterproofing material for bridge deck pavement for better performance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPerformance. =650 \0$aBridge deck pavement. =650 \0$aWaterproofing material. =650 \0$aAsphalt. =650 \0$aBituminous materials. =650 14$aTrinidad Lake Asphalt (TLA) =650 24$aComposite modified asphalt. =650 24$aWaterproofing material. =650 24$aBridge deck pavement. =650 24$aPerformance. =700 1\$aYao, Zhan-Yong,$eauthor. =700 1\$aLiu, Shu-tang,$eauthor. =700 1\$aCui, Xin-Zhuang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE000355.htm =LDR 02799nab a2200529 i 4500 =001 JTE003110 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE003110$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE003110$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQL696.C73 =082 04$a598$223 =100 1\$aCommuri, Sesh,$eauthor. =245 10$aCalibration Procedures for the Intelligent Asphalt Compaction Analyzer /$cSesh Commuri, Anh Mai, Musharraf Zaman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe intelligent asphalt compaction analyzer (IACA) is a device based on neural network technology that can measure the density of an asphalt pavement continuously in real time during its construction. It was shown during limited field trials that the IACA could, in real time, measure the density of an asphalt pavement during its construction with accuracy comparable to existing point-wise measurement technologies. In this paper, the procedure to calibrate the IACA and the validation of the performance, i.e., accuracy of density measurements, are addressed. The results demonstrate that the IACA can be used to determine the density of the asphalt mat during compaction with an accuracy needed for quality control operations in the field. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHot mix asphalt. =650 \0$aVibratory rollers. =650 \0$aIntelligent compaction. =650 \0$aConstruction technology. =650 \0$aCoraciidae. =650 \0$aRollers (Birds) =650 14$aHot mix asphalt. =650 24$aVibratory rollers. =650 24$aIntelligent compaction. =650 24$aConstruction technology. =700 1\$aMai, Anh,$eauthor. =700 1\$aZaman, Musharraf,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE003110.htm =LDR 03409nab a2200565 i 4500 =001 JTE000380 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE000380$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE000380$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a665.5388$223 =100 1\$aBehbahani, Hamid,$eauthor. =245 10$aComparison of Performance of Asphalt Mixtures Containing Polymer Modifiers /$cHamid Behbahani, Hassan Ziari, Hassan Fazaeli, Jafar Rahmani. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe purpose of this study is to evaluate and compare the properties of control and modified asphalt mixtures. Two polymers such as styrene butadiene styrene (SBS) and ethylene vinyl acetate (EVA) were used as modifiers, and mixes with different percentages of polymers were prepared by mixing with 60/70 penetration grade unmodified bitumen. Marshall samples were prepared using the modified and unmodified binders and the effect of SBS and EVA on the mechanical properties of the hot mix asphalt has been determined in terms of stability, flow, indirect tensile strength, and rutting resistance. Test results indicated that the polymer modification improved the conventional properties such as penetration, softening point, and temperature susceptibility. It was also conducted that the stability values related to SBS modified specimens increased with an increase in SBS content compared to the control specimens. While, the stability values for EVA modified specimens are smaller than the stability values of the control specimens. Finally, it was observed that the rutting resistance of the modified mixtures for both of polymer modified binders were higher than the control mixtures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt mixtures. =650 \0$aMarshall stability. =650 \0$aRutting resistance. =650 \0$aPolymer modified bitumen. =650 \0$aIndirect tensile strength. =650 \0$aAsphalt. =650 \0$aBituminous materials. =650 14$aPolymer modified bitumen. =650 24$aAsphalt mixtures. =650 24$aRutting resistance. =650 24$aMarshall stability. =650 24$aIndirect tensile strength. =700 1\$aZiari, Hassan,$eauthor. =700 1\$aFazaeli, Hassan,$eauthor. =700 1\$aRahmani, Jafar,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE000380.htm =LDR 03187nab a2200553 i 4500 =001 JTE000344 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE000344$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE000344$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a665.5388$223 =100 1\$aYan, Jinhai,$eauthor. =245 10$aInvestigation on the Bulk Performance and Microstructure of Emulsion-Based, Cold In-Place Recycling Mixtures /$cJinhai Yan, Fujian Ni, Jonathan Jia, Zhuohui Tao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aCold in-place recycling (CIR) using asphalt emulsion is a cost-effective method for the preventive and corrective maintenance of existing pavements. The objectives of this study were to evaluate the recycling mixture's macroscopic performance and to analyze the microstructure of the mastics using a scanning electron microscope (SEM). The overall performance of the recycling material was evaluated for retained stability, immersed freeze-thaw indirect tension tests, and rut testing. Additionally, the surface micro-profiles of three mastic classes were analyzed using SEM. The results of the bulk property analyses indicated that the addition of cement improved the performance of the recycling mixtures. The SEM analyses showed that cement has an effect similar to fiber-reinforcement in cement-treated asphalt emulsion CIR mixtures. Further, the results indicated that the mechanism of cement action is consistent with the results of the overall mixture performance properties. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMicrostructure. =650 \0$aAsphalt emulsion. =650 \0$aCold in-place recycling. =650 \0$aAsphalt. =650 \0$aBituminous materials. =650 14$aCold in-place recycling. =650 24$aReclaimed asphalt pavement. =650 24$aMicrostructure. =650 24$aPortland cement hydration reaction. =650 24$aAsphalt emulsion. =650 24$aScanning electron microscope. =700 1\$aNi, Fujian,$eauthor. =700 1\$aJia, Jonathan,$eauthor. =700 1\$aTao, Zhuohui,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE000344.htm =LDR 02932nab a2200541 i 4500 =001 JTE000391 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE000391$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE000391$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a665.5388$223 =100 1\$aLin, Qi.,$eauthor. =245 10$aResearch on Relationship between Aging State and Low-Temperature Performance of Asphalt Mixture /$cQi. Lin, Zhang Zheng-qi, Sha Ai-min, Yang Hui-jun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aAging phenomenon of asphalt material exists in the course of mixing, spreading, and rolling of asphalt mixture, as well as the use in the asphalt pavement. The indirect tensile strength test was used to evaluate the performance of asphalt mixtures at low-temperature under different aging conditions. As compared with the results from the original short-term aging and the long-term aging asphalt mixtures, the results show that the original asphalt mixture cannot reflect the real performance of the asphalt mixture in the field. The short-term aging specimens are more sensitive than long-term aging specimens in evaluating the performance of the asphalt mixture at low temperature. Tests results also indicate that the consideration of aging during the evaluation of asphalt pavement performance is necessary. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAging. =650 \0$aAsphalt mixture. =650 \0$aHighway engineering. =650 \0$aAsphalt. =650 \0$aBituminous materials. =650 14$aHighway engineering. =650 24$aAsphalt mixture. =650 24$aCracking at low temperature. =650 24$aAging. =650 24$aThe indirect tensile strength test. =700 1\$aZheng-qi, Zhang,$eauthor. =700 1\$aAi-min, Sha,$eauthor. =700 1\$aHui-jun, Yang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE000391.htm =LDR 02904nab a2200541 i 4500 =001 JTE000144 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE000144$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE000144$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRB170 =082 04$a616.07$223 =100 1\$aDo Huh, Jung,$eauthor. =245 12$aA New Technology of Recycling 100 % Reclaimed Asphalt Pavements /$cJung Do Huh, Joo Young Park. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aRecycling of 100 % reclaimed asphalt pavement (RAP) without adding any virgin materials is a challenging task. Most of the present RAP-recycling technology is limited to use the 20 %-30 % RAP as a maximum content for wearing courses of asphalt pavements. The main goal of the existing recycling technology is focused to restore original properties of the straight asphalt pavement mixtures by using rejuvenators. Here, a new technology is introduced to use 100 % RAP-recycling by adding a specially developed polymer-modifier. The hot mix asphalt design is used to figure out the content of the modifier. Quality of the new recycled mixtures is excellent such that their properties are superior over the virgin straight asphalt mixtures. Excellent quality, maximum use of RAP, simple process, and competitive price will make this technology very attractive. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModifiers. =650 \0$aRejuvenators. =650 \0$aOxidative aging. =650 \0$aRecycling of RAP. =650 \0$aExcellent quality. =650 \0$aOxidation, Physiological. =650 \0$aAntioxidants$xHealth aspects. =650 14$aRecycling of RAP. =650 24$aOxidative aging. =650 24$aRejuvenators. =650 24$aModifiers. =650 24$aExcellent quality. =700 1\$aPark, Joo Young,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE000144.htm =LDR 02620nab a2200553 i 4500 =001 JTE000395 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE000395$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE000395$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a665.5388$223 =100 1\$aFazhou, Wang,$eauthor. =245 10$aPreliminary Study on Asphalt Emulsion Used in Cement Asphalt Mortar /$cWang Fazhou, Zhang Yunhua, Liu Yunpeng, Gao Tao, Zou Jinzhong, Chen Liang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aAsphalt emulsion is an important component in the preparation of cement asphalt mortar. In the work reported here, different emulsifiers and basic asphalts were used to manufacture emulsions and their properties were investigated. Results indicate that a diamine-based emulsifier renders asphalt emulsion that exhibits better compatibility with cement; lower density and higher ductility basic asphalt; and that styrene-butadiene-styrene modifiers are more appropriate in the manufacturing of emulsion. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSlab track. =650 \0$aWorkability. =650 \0$aAsphalt emulsion. =650 \0$aAsphalt. =650 \0$aBituminous materials. =650 14$aAsphalt emulsion. =650 24$aWorkability. =650 24$aCA mortar. =650 24$aSlab track. =700 1\$aYunhua, Zhang,$eauthor. =700 1\$aYunpeng, Liu,$eauthor. =700 1\$aTao, Gao,$eauthor. =700 1\$aJinzhong, Zou,$eauthor. =700 1\$aLiang, Chen,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE000395.htm =LDR 02633nab a2200505 i 4500 =001 JTE003107 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE003107$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE003107$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE266 =082 04$a625.8/5$223 =100 1\$aJingsong, Shan,$eauthor. =245 14$aThe Damage Analysis of Asphalt Pavement Under Repeated Loads /$cShan Jingsong, Huang Xiaoming. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aGenerally, the process of pavement deterioration occurs before the macrocrack appearing in asphalt pavement structure. It is always useful to understand the causes of pavement cracking and present preventive measures. In this paper, damage regularity of asphalt pavement under the condition of repeated loading is studied in terms of dynamic damage finite element method. The software ABAQUS was used for calculation and subroutine of damage was obtained by using the interface of the vectorized user material routine. The relationships between the times of loading and the damage degree, maximum tension stress of element and maximum tension strain of element are analyzed and discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBreaking time. =650 \0$aDamage degree. =650 \0$aRepeated load. =650 \0$aInfinite element. =650 \0$aPavements, Asphalt$xCongresses. =650 14$aRepeated load. =650 24$aInfinite element. =650 24$aDamage degree. =650 24$aBreaking time. =700 1\$aXiaoming, Huang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE003107.htm =LDR 03045nab a2200505 i 4500 =001 JTE003111 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE003111$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE003111$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE210.5.B5 =082 04$a620.19602870993$223 =100 1\$aWang, Xu-dong,$eauthor. =245 10$aOptimal Bitumen-Aggregate Ratio Selection Method of Hot Mix Asphalt Based on Closest Compaction Condition /$cXu-dong Wang, Lei Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aAn optimal bitumen-aggregate ratio selection method for hot mix asphalt, based on aggregate closest compact condition, was introduced. According to research, high correlation within dry density, voids in mineral aggregate (VMA) and voids in coarse aggregate (VCA) versus bitumen-aggregate ratio was discovered. Dry density increases with increase of bitumen-aggregate ratio until it reaches a peak, and then decreases. VMA and VCA have the inverse trend. The advantage of the unique extreme point rule of the conic is the relationship of bitumen-aggregate ratio versus dry density and that the VMA and VCA can be indicated by conic regression analysis, and the corresponding bitumen-aggregate ratio can be achieved as well. In this paper, the new design method was adopted for hot mix asphalt in various gradations and the differences from the previous design method were also illustrated. The inaccurate bitumen-aggregate ratio due to previous design criterion can be avoided through setting the closest compact condition. This can also be recommended as the design criterion. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDry density. =650 \0$aBitumen. =650 \0$aCaustobioliths. =650 \0$aNonmetallic minerals. =650 14$aBitumen-aggregate ratio. =650 24$aClosest compact condition. =650 24$aDry density. =650 24$aVMA. =650 24$aVCA. =700 1\$aZhang, Lei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE003111.htm =LDR 03930nab a2200565 i 4500 =001 JTE000011 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE000011$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE000011$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE5091 =082 04$a625.7$223 =100 1\$aZeng, Menglan,$eauthor. =245 10$aSignificance Evaluation of Material and Additive Factors Influencing Moisture Susceptibility of Asphalt Mixtures /$cMenglan Zeng, Chaofan Wu, Kaiyu Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aMany factors have been identified to have influences on the moisture susceptibility of asphalt mixtures. This research study attempts to evaluate such factors as binder type, aggregate type, mixture type, additive usage, additive type, additive application approach, and additive organic nature. Tensile strength ratio (TSR) was tested on twelve asphalt mixtures of three types, with two binders and three aggregates, and with improving measures as three antistripping additives and two application approaches. Multiple variable statistical analyses were employed on the TSR data in assessing the significance of the factor. Test results and data analyses indicate that the extent of the influence varies considerably from one factor to another. The styrene-butadiene-styrene modified binder is superior to neat petroleum binder for producing asphalt mixtures subject to damp conditions. Granite, basalt, and limestone aggregates make asphalt mixtures that are least, in-between, and most resistant to moisture damage, respectively. Compared with dense graded asphalt concrete (AC) and stone matrix asphalt (SMA) mixtures, porous asphalt macadam (AM) mixtures are more prone to stripping. The usage of inorganic hydrated lime and Portland cement, and organic amine antistripping agent can substantially improve the moisture susceptibility of asphalt mixtures; the wet approach for applying the inorganic additives can result in better effects than the dry approach. Different additives show little difference in improving effects with mixed trends and the inorganic and organic additives are similar in performance with variations that are immaterial. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt mixture. =650 \0$aInfluencing factor. =650 \0$aAntistripping additive. =650 \0$aMoisture susceptibility. =650 \0$aSignificance evaluation. =650 \0$aAsphalt concrete$xMoisture$xTesting. =650 \0$aAsphalt concrete$xMixing$xTesting. =650 \0$aPavements, Asphalt$xAdditives$xTesting. =650 14$aAsphalt mixture. =650 24$aMoisture susceptibility. =650 24$aAntistripping additive. =650 24$aInfluencing factor. =650 24$aSignificance evaluation. =700 1\$aWu, Chaofan,$eauthor. =700 1\$aHuang, Kaiyu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE000011.htm =LDR 02947nab a2200529 i 4500 =001 JTE003114 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE003114$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE003114$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a624$223 =100 1\$aCong, Ling,$eauthor. =245 12$aA Study on Rutting Prediction of the Asphalt Pavement for Orthotropic Steel Bridge Decks /$cLing Cong, Jun Yang, Haoran Zhu, Juan Cui. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThis paper establishes a finite element method (FEM) model to predict rutting development of a double-layered pavement system with stone mastic asphalt as its upper layer and mastic asphalt as its bottom layer, which is widely used in orthotropic steel bridge paving. In addition, it presents the influence of pavement thickness and overloading on rutting occurring in the pavement of an orthotropic steel bridge. The results show that the MA layer contributes to an overwhelming majority of permanent deformation; furthermore, within a certain range, rutting depth increases rapidly with the rise of pavement thickness. Finally, a circular road tracking test was conducted to verify the FEM prediction. The comparison between test results and FEM results shows that the model is accurate. The results of this study can be used as reference for the design of pavement on steel decks. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRutting prediction. =650 \0$aSteel deck pavement. =650 \0$aPavements, Asphalt concrete$xCracking. =650 \0$aAsphalt concrete$xTesting. =650 \0$aConcrete$xFatigue. =650 14$aSteel deck pavement. =650 24$aRutting prediction. =650 24$aFEM. =650 24$aCRT. =700 1\$aYang, Jun,$eauthor. =700 1\$aZhu, Haoran,$eauthor. =700 1\$aCui, Juan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE003114.htm =LDR 03773nab a2200529 i 4500 =001 JTE003113 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE003113$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE003113$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a665.5388$223 =100 1\$aHongmei, Cai,$eauthor. =245 10$aFactors Influencing the Leaching of Asphalt Components /$cCai Hongmei, Huang Xiaosheng, Wang Peng, Zhang Yuzhen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aThe main applications of asphalt involve the coating of surfaces, e.g., in roads, roofs, pipes, and linings of water basins. In all of these applications, asphalt has the possibility of coming in contact with water. Such contact can lead to the leaching of components from the asphalt into the environment. Chemical oxygen demand (COD) is a method useful in evaluating the leachability of asphalt components. The leaching conditions (leaching time and temperature) and leaching medium (content of chloride and pH value) influence the COD of leachate. These were studied using the COD leaching test. For the five asphalt binders, the COD of the leachate increased with an increase in leaching time. The COD data also showed that the concentrations of components leached from styrene-butadiene-styrene (SBS) modified asphalt and oxidized asphalt were more than from neat asphalt binders. The influencing data showed that the COD of leachate increased with the increasing of temperature, but the temperature had less influence on the leachability of lower penetration grade asphalt than higher penetration grade asphalt. The leaching of asphalt binders coming from different oil sources was influenced differently by chloride. The amounts of components leached from SBS modified asphalt and oxidized asphalt were less than from neat asphalt. The influence of chloride is attributed to the salting out effect. By investigating the influence of the leachate pH on COD, it was proven that acidic conditions had the most influence on asphalt leachability, and the COD of leachate from oxidized asphalt decreased comparing to the neat asphalt. SBS modified asphalt, was best for resisting leachability by strong acid compared with neat asphalt neat asphalt. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLeachability. =650 \0$aAsphalt binder. =650 \0$aInfluencing factors. =650 \0$aAsphalt. =650 \0$aBituminous materials. =650 14$aAsphalt binder. =650 24$aLeachability. =650 24$aInfluencing factors. =650 24$aCOD. =700 1\$aXiaosheng, Huang,$eauthor. =700 1\$aPeng, Wang,$eauthor. =700 1\$aYuzhen, Zhang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE003113.htm =LDR 02973nab a2200565 i 4500 =001 JTE003109 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE003109$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE003109$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE471.3 =082 04$a552/.5$223 =100 1\$aHo, Susanna,$eauthor. =245 10$aUnderstanding the Molecular Surface Charges of Asphalt or Clay Particles and Application in the Transportation and Oil Sands Industries /$cSusanna Ho, Ludo Zanzotto. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b103 =520 3\$aAsphalt binder is a mixture of many different types of molecules. At the molecular level, one can visualize the asphalt binder as a colloidal system with asphaltene molecules dispersed in oil with naphthene and polar aromatics. The functional groups of the asphaltene molecules are essential in keeping them dispersed as colloids. These polar functional groups include alcohol, amine, carboxylic, and phenolic groups. The polarity of asphalt molecules are very important in allowing them to adhere to the inorganic aggregates, which also bear charges at the surface. The application of this understanding to the aging of paving asphalt, asphalt modification, the Superpave direct tension test, aggregate specific gravity determination, ash as modifiers in asphalt, low-volume road chemical stabilization, and the oil sands industry are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPavement. =650 \0$aPolarity. =650 \0$aSuperpave. =650 \0$aAsphalt molecules. =650 \0$aColloidal systems. =650 \0$aClay. =650 \0$aAluminum silicates. =650 \0$aBinders (Materials) =650 14$aAsphalt molecules. =650 24$aPolarity. =650 24$aClay. =650 24$aPavement. =650 24$aColloidal systems. =650 24$aSuperpave. =700 1\$aZanzotto, Ludo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 5 Special Issue on Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE003109.htm =LDR 03268nab a2200685 i 4500 =001 JTE12510 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12510$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12510$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA682.42 =082 04$a693/.5$223 =100 1\$aKumaran, MK.,$eauthor. =245 10$aHeat, Air and Moisture Transport Properties of Three North American Stuccos /$cMK. Kumaran, JC. Lackey, N. Normandin, F. Tariku, D. van Reenen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aHeat, air, and moisture transfer models that are used as practical building design tools require reliable inputs to provide meaningful results. One of these inputs is the set of heat, air, and moisture transport properties of materials. For any given class of building materials the properties may vary within a broad range. This paper reports the porosity, density, matrix density, thermal conductivity, equilibrium moisture content, water vapor permeability, water absorption coefficient, liquid diffusivity, and air permeability of regular lime stucco, regular portland cement stucco, and acrylic stucco which are commonly used in North America. The experimental and analytical procedures follow either international standards or well established methodologies. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDensity. =650 \0$aPorosity. =650 \0$aMatrix density. =650 \0$aAir permeability. =650 \0$aLiquid diffusivity. =650 \0$aThermal conductivity. =650 \0$aWater vapor permeability. =650 \0$aConcrete construction. =650 \0$aDwellings$xMaintenance and repair. =650 \0$aLandscape construction. =650 \0$aStucco. =650 14$aStucco. =650 24$aPorosity. =650 24$aDensity. =650 24$aMatrix density. =650 24$aThermal conductivity. =650 24$aEquilibrium moisture content. =650 24$aWater vapor permeability. =650 24$aWater absorption coefficient. =650 24$aLiquid diffusivity. =650 24$aAir permeability. =700 1\$aLackey, JC.,$eauthor. =700 1\$aNormandin, N.,$eauthor. =700 1\$aTariku, F.,$eauthor. =700 1\$avan Reenen, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12510.htm =LDR 03046nab a2200493 i 4500 =001 JTE14097 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE14097$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE14097$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHV581 =082 04$a362.29/8/0973$223 =100 1\$aLjustell, P.,$eauthor. =245 10$aEffects of Different Load Schemes on the Fatigue Crack Growth Rate /$cP. Ljustell, F. Nilsson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aAn experimental study was conducted on a nickel-based super alloy, Inconel 718, at an elevated temperature of +400°C. The basic question was how to conduct the experiments in order to obtain fatigue crack growth data as free from load history effects as possible in the stage II region. This was investigated by use of four different load sequences. An important question was to investigate if the so called constant KI,max-method provides an upper bound of the fatigue crack growth rate in the stage II region. The results indicate that the constant KI,max-method gives an upper bound in fatigue crack growth rate in the current measuring range but also gives a statistically significant lower exponent of the crack growth equation. A more reliable method to establish the fatigue crack growth parameters is to propagate the crack under constant stress-intensity factor range. This should be done at two different stress-intensity factor ranges for a few millimetres at each range. Also, ?K-reducing procedure should not be used, when performing fatigue crack growth testing in the stage II region, in order to minimize the risk of transient crack closure effects. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLoad scheme. =650 \0$aCrack growth analysis. =650 \0$aFatigue crack growth. =650 \0$aCrack closure. =650 14$aFatigue crack growth. =650 24$aCrack closure. =650 24$aLoad scheme. =650 24$aConstant KI,max-method. =700 1\$aNilsson, F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE14097.htm =LDR 03233nab a2200577 i 4500 =001 JTE12440 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12440$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12440$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL214.P6 =082 04$a629.2528$223 =100 1\$aChen, HX.,$eauthor. =245 10$aFault Detection in a Water Hydraulic Motor Using a Wavelet Transform /$cHX. Chen, GH. Lim, PSK Chua. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThis paper is concerned with the detection of a piston crack in a water hydraulic motor used in a fluid power system. The wavelet-based signal processing technique to detect a piston crack was studied. A complete procedure of wavelet-based vibration signal analysis was developed. A modified noise reduction method based on wavelet analysis for feature extraction of the impulse peak vibration excited by the piston was applied to the vibration data of a water hydraulic motor. A continuous wavelet transform (CWT) and a wavelet packet (WP) were applied to the analysis of the impulse vibration signals. The feature values of the peaks excited by the impulse vibration signals can be extracted by using WP to decompose and compress the de-noise signals. Moreover, the signal component indicative of a fault was identified through the analysis of the vibration signal in the time domain in wavelet analysis. This technique was shown to be a powerful tool for the fault detection of a water hydraulic motor. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNoise reduction. =650 \0$aAxial piston motor. =650 \0$aFeature extraction. =650 \0$aVibration analysis. =650 \0$aMotor vehicles$xMotors$xExhaust gas$xLaw and legislation$zIllinois. =650 \0$aMotor vehicles$xInspection$zIllinois. =650 \0$aFault location (Engineering) =650 \0$aWater Hydraulic Motor. =650 14$aWater hydraulic motor. =650 24$aAxial piston motor. =650 24$aContinuous wavelet transform. =650 24$aVibration analysis. =650 24$aNoise reduction. =650 24$aFeature extraction. =700 1\$aLim, GH.,$eauthor. =700 1\$aChua, PSK,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12440.htm =LDR 03449nab a2200505 i 4500 =001 JTE100057 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100057$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100057$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE250 =082 04$a625.8/028/8$223 =100 1\$aChen, D-H,$eauthor. =245 10$aDetermination of Load Damage Relationships through Accelerated Pavement Testing /$cD-H Chen, F. Zhou, ER. Cortez. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThis paper describes the effects of increased wheel loads on the performance of thin asphalt pavements. Twelve instrumented full-scale test pavements were built inside a temperature/moisture controlled environment, and subjected to accelerated trafficking by means of a Heavy Vehicle Simulator (HVS). The test sections had constant geometry and materials, but the subgrade soil type and moisture content varied. Since tests are in progress, only eight test pavements were used to determine load damage exponents (LDEs). Each test pavement had six test sections for different load levels (22 to 103.5 kN). An LDE model was developed to predict rutting as a function of structural number (SN), load repetitions, and load intensity. Good correlations between the model prediction and measurements were found as at least four test pavements have an R2 value higher than 90%. Four test pavements had LDEs higher than 7.8, indicating significant impact of loading on rutting performance. It is believed that the high LDEs obtained in this study were attributed to low structural capacity (or structural number, SN) of the test pavements. Thus, it demonstrates that the well known 4th-power law (LDE=4) is too conservative for low SN pavements. With 10% overloading, 4th-power law will underestimate the damage of these light pavements by approximately 68% as compared to those from 8th-power law. A general trend was observed, based on available data, for A-2-4 and A-4 soils that LDE increases with increasing moisture content. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRutting. =650 \0$aOverload damages. =650 \0$aLoad damage exponents. =650 \0$aPavements. =650 14$aRutting. =650 24$aLoad damage exponents. =650 24$aAccelerated pavement testing. =650 24$aOverload damages. =700 1\$aZhou, F.,$eauthor. =700 1\$aCortez, ER.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100057.htm =LDR 03181nab a2200577 i 4500 =001 JTE14080 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE14080$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE14080$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8/5$223 =100 1\$aHao, P.,$eauthor. =245 10$aEffect of Bitumen Acid Number on Moisture Susceptibility of Asphalt Mixtures /$cP. Hao, HY. Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe interaction between bitumen and aggregate is a primary determinant of asphalt mixture strength; not only is adhesion between bitumen and aggregate related to the aggregate, but it is also a bitumen property. Three different kinds of test methods are used to evaluate the bitumen aggregate bond: the water immersion test, the electro-optic colorimerty test, and the net adsorption test. Retained Marshall stability and modified Lottman test methods are used to evaluate the moisture damage to asphalt mixtures. The paper analyzes relationships between bitumen acid number and asphalt aggregate mixture performance. The results show that aggregate type has a dominant influence on the bitumen aggregate bond, but bitumen type also has an important influence on asphalt mixture performance. When the bitumen acid number is higher, the asphalt mixture is more resistant to moisture damage. The net adsorption test is a better method to evaluate the bitumen aggregate bond; the bitumen acid number can be used to evaluate moisture susceptibility with different bitumens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBitumen. =650 \0$aAggregate. =650 \0$aBitumen acid number. =650 \0$aNet adsorption test. =650 \0$aMoisture susceptibility. =650 \0$aAsphalt concrete. =650 \0$aAsphalt emulsion mixtures. =650 \0$aBituminous pavements. =650 \0$aBituminous aggregates. =650 \0$aMoisture damage. =650 14$aBitumen. =650 24$aAggregate. =650 24$aMoisture susceptibility. =650 24$aNet adsorption test. =650 24$aBitumen acid number. =700 1\$aLiu, HY.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE14080.htm =LDR 03131nab a2200493 i 4500 =001 JTE13151 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE13151$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE13151$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a621.48/35$223 =100 1\$aSantarelli, EL.,$eauthor. =245 12$aA Two-Parameter Method for Determining the Fracture Toughness of Materials from Subsized Specimens /$cEL. Santarelli. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aThe fracture toughness of brittle materials can be determined easily using the Linear Elastic Fracture Mechanics (LEFM) approach, and the only demand for change is the desire to decrease specimen size requirements. Specimen size effect on the normally measured KQ and PMAX/PQ values was revisited in order to establish the suitability of a relationship between these parameters. A linear dependence was confirmed from experimental data of materials as different as isotactic polypropylene, AISI 4140 steel, a titanium alloy, and an aluminum alloy. The load ratio was interpreted as a second parameter, and thorough this dependence, KQ values measured on subsized specimens were extrapolated to linearity conditions PMAX/PQ = 1, determining a value identified as K1.0. When some simple conditions were met, this K1.0 value matched the toughness of evaluated materials. For the analyzed materials, this toughness parameter could be obtained from subsized specimens with important size reduction compared with that needed for KIC valid value determination. Moreover it permitted a simple characterization of material as difficult to characterize as isotactic polypropylene, which initially motivated this study. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPolypropylene. =650 \0$aSubsized specimens. =650 \0$aFracture toughness. =650 \0$aNondestructive testing. =650 14$aLinear elastic fracture mechanics (LEFM) =650 24$aFracture toughness. =650 24$aSubsized specimens. =650 24$aPolypropylene. =650 24$a4140 steel. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE13151.htm =LDR 02897nab a2200601 i 4500 =001 JTE12733 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12733$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12733$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.85 ASPH$223 =100 1\$aChen, C.,$eauthor. =245 12$aA Procedure to Quantify Organic Antistrip Additives in Asphalt Binders and Mixes /$cC. Chen, AA. Tayebali, DRU Knappe. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aStripping is a phenomenon of loss of bond or adhesion between the asphalt binder and the aggregate in asphalt mixes. Stripping frequently results from the presence of water, and most agencies require the use of antistrip additive to control moisture damage. However, there is no simple and quick method for detecting the presence and the amount or percentage of organic antistrip additive in asphalt binders or mixes. This paper presents a procedure based on solid-state spectrophotometry to detect qualitatively and quantitatively the presence of amine-based antistrip additive in asphalt binders and mixes. The developed procedure gives results that are quantifiable and reproducible with low coefficients of variation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aColor index. =650 \0$aLitmus test. =650 \0$aAsphalt mixes. =650 \0$aAsphalt binder. =650 \0$aSpectrophotometer. =650 \0$aAntistrip additive. =650 \0$aAsphalt concrete. =650 \0$aPavements, Asphalt concrete. =650 \0$aMix design. =650 \0$aBinders. =650 14$aAsphalt binder. =650 24$aAsphalt mixes. =650 24$aAntistrip additive. =650 24$aLitmus test. =650 24$aSpectrophotometer. =650 24$aColor index. =700 1\$aTayebali, AA.,$eauthor. =700 1\$aKnappe, DRU,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12733.htm =LDR 02314nab a2200529 i 4500 =001 JTE12749 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12749$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12749$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA479.6 =082 04$a671.53$223 =100 1\$aMeged, Y.,$eauthor. =245 10$aShot-Peening Effects on Metal Erosion /$cY. Meged. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aMaterial damage by several erosion processes is caused mainly by high, local, and repetitive loading, resulting in fatigue, cracking, and erosion. One of the surface treatments used to increase material resistance to erosion damage is shot peening. This process induces compressive stresses on the treated surface layer, and increases its resistance to fatigue loading. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aErosion. =650 \0$aShot peening. =650 \0$aWeibull plots. =650 \0$aCeramic metals$xErosion. =650 \0$aCeramic metals. =650 \0$aMetal spraying. =650 \0$aMetal-cutting tools$xMaterials. =650 14$aShot peening. =650 24$aErosion. =650 24$aCumulative erosion-time curves. =650 24$aWeibull cumulative distribution function. =650 24$aWeibull plots. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12749.htm =LDR 03242nab a2200541 i 4500 =001 JTE12715 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12715$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12715$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a388 s$223 =100 1\$aHao, P.,$eauthor. =245 12$aA Laboratory Study of the Effectiveness of Various Additives on Moisture Susceptibility of Asphalt Mixtures /$cP. Hao, HY. Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aAntistripping additives are used routinely to improve water resistance of asphalt mixtures. Different additives have different improvement effectiveness in water resistance. In this study, the effects of various additives on the moisture susceptibility of asphalt mixture are studied with the retained Marshall stability test, Lottman test, and immersion wheel tracking test. Asphalt mixtures were modified with Portland cement, hydrated lime, lime slurry, and liquid antistripping agents. The results show that the lime-slurry-treated asphalt mixtures have better resistance to moisture susceptibility than mixtures treated with other materials, and have better long-term moisture stability than the liquid antistripping agents. The liquid-antistripping-agent-treated asphalt mixtures have better resistance to moisture stability before long-term aging. Portland-cement-treated asphalt mixtures show slightly improved water resistance. Asphalt mixtures become more resistant to moisture damage through short-term aging. It was confirmed that the Lottman and the immersion tracking methods are better methods to evaluate moisture susceptibility than the retained Marshall stability methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHydrated lime. =650 \0$aAsphalt mixture. =650 \0$aPortland cement. =650 \0$aMoisture susceptibility. =650 \0$aAsphalt$xAdditives. =650 \0$aAsphaltconcrete$xTesting. =650 \0$aAsphalt$xTesting. =650 14$aAsphalt mixture. =650 24$aHydrated lime. =650 24$aPortland cement. =650 24$aLiquid antistripping agent. =650 24$aMoisture susceptibility. =700 1\$aLiu, HY.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12715.htm =LDR 03011nab a2200565 i 4500 =001 JTE100104 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100104$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100104$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA931 =082 04$a531/.382$223 =100 1\$avan Eeten, P.,$eauthor. =245 10$aConstant and Variable Amplitude Cyclic Plasticity in 316L Stainless Steel /$cP. van Eeten, F. Nilsson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aIn this paper, cyclic plastic behavior of 316L stainless steel has been investigated through uniaxial experiments. An elasto-plastic material model is proposed that builds on a Chaboche based model that is readily available in commercial FE-software. The model has been calibrated for 316L through cyclic symmetric strain experiments for a strain range up to 4%. Experiments show that strain loading history and strain range have a significant impact on the behavior of the material. The plasticity model available in FE-codes only depends on the maximum equivalent plastic strain though. More complex material models require a significant number of parameters to be calibrated and require extensive experiments to provide the required calibration data. For most applications this calibration effort is too extensive. To include both phenomena of strain history and strain range dependency, at least in a basic manner, a user subroutine was created that aids the material model in describing these dependencies. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCyclic. =650 \0$aHardening. =650 \0$aIsotropic. =650 \0$aKinematic. =650 \0$aVariable amplitude. =650 \0$aPlasticity. =650 \0$aCohesion. =650 14$aPlasticity. =650 24$aCyclic. =650 24$aIsotropic. =650 24$aKinematic. =650 24$aHardening. =650 24$aVariable amplitude. =650 24$a316L. =700 1\$aNilsson, F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100104.htm =LDR 02649nab a2200505 i 4500 =001 JTE12578 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12578$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12578$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQP321 =082 04$a612/.044$223 =100 1\$aLi, M.,$eauthor. =245 10$aExperimental Stability Analysis of a Test System for Doing Fatigue Tests under Random Loading /$cM. Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aA test system is expected to run without being out of control for a laboratory fatigue test under random loading. In this regard, one needs to avoid two things. One is unexpected overloading at the beginning of the test system runs and the other, unexpected interruptions occurring during a test. This paper explains the importance of setting the cutoff frequency of a test system for dealing with the two control issues mentioned above. The results in this paper suggest a way to avoid the two unstable behaviors of the test system by setting a small cutoff frequency at the beginning of the test but a large cutoff frequency during the test. This work is based experimentally on an Instron 2165 electrohydraulic system for doing laboratory fatigue tests under random loading. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aControl. =650 \0$aStability. =650 \0$aFatigue test. =650 \0$aExercise Test$xstandards. =650 \0$aFatigue$xpsychology. =650 \0$aRandom Loading. =650 14$aFatigue test. =650 24$aRandom loading. =650 24$aControl. =650 24$aStability. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12578.htm =LDR 03064nab a2200445 i 4500 =001 JTE12536 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12536$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12536$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHG230.5 =082 04$a330$223 =100 1\$aKumar, M.,$eauthor. =245 12$aA Simple Noncontact Displacement Measuring System for Online Bubble Height Measurement During Polymer Bubble Inflation at Elevated Temperature /$cM. Kumar, A. Venkateswara Gupta. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aIn thermoforming process, thermoplastic materials are heated up well above their glass transition temperature and formed to the required shape by employing appropriate mold. Material is viscoelastic at that temperature, and its characterization for thermoforming applications are possible using a bubble inflation technique as well as rheology tests. Online bubble height measurement during the bubble inflation test is an important parameter for the material characterization. A simple noncontact displacement measuring system (NCDMS) has been developed and reduced to practice for online bubble height measurement during polymer sheet bubble inflation well above its glass transition temperature. The experimental design procedure and methodology is presented in this paper. The NCDMS measurements have been validated up to the displacement rate 100 mm/s. Bubble inflation has been undertaken at an elevated temperature with different inflation rates and the online bubble height captured using NCDMS. This experimental method is cost effective and shows good repeatability in measurements. This technique has been used for bubble inflation tests up to 90 1pm air flow rate that offered height growth rate of 75 mm/s. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBubble inflation. =650 \0$aInflationTargeting. =650 14$aBubble inflation. =650 24$aNoncontact displacement measurement. =700 1\$aVenkateswara Gupta, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12536.htm =LDR 02537nab a2200517 i 4500 =001 JTE11962 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11962$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11962$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aZhou, L.,$eauthor. =245 10$aMechanical Principles of a New Two-Way Composite Disk Spring Cap for Pile Driving /$cL. Zhou, JB. Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThe new two-way composite disk spring pile cap cannot only maintain the quality of construction but also improve pile-driving efficiency because the disk spring has both a high recovery coefficient and a high spring constant. In this paper the structural type, mechanical principles, composite disk spring mode of this kind of pile cap, and its pile-driving mechanism are introduced in detail. The results demonstrate that in order to obtain the optimum effect in pile driving one must properly choose the combination mode and compound stiffness of the composite disk spring. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCombination mode. =650 \0$aTwo-way composite. =650 \0$aDisk spring pile cap. =650 \0$aMechanical principles. =650 \0$acomposite material. =650 \0$aComposites. =650 14$aTwo-way composite. =650 24$aDisk spring pile cap. =650 24$aMechanical principles. =650 24$aCombination mode. =700 1\$aChen, JB.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11962.htm =LDR 02851nab a2200553 i 4500 =001 JTE12692 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12692$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12692$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA438 =082 04$a624.1/833$223 =100 1\$aKaniraj, SR.,$eauthor. =245 10$aBehavior of Fiber-Reinforced Cement-Stabilized Fly Ashes /$cSR. Kaniraj, V. Gayathri. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aA laboratory experimental study was carried out on two Indian fly ashes to investigate their compressive strength and flexural behaviors as cement-stabilized and fiber-reinforced base course materials. The cement content was chosen to comply with the criteria specified by the Electric Power Research Institute. The fiber reinforcement was in the form of randomly oriented polymeric fibers. Unconfined compression tests and flexure tests were conducted on specimens stabilized with cement alone and with both cement and fibers. The experimental program included the determination of the chemical composition of the raw fly ashes, and scanning electron microscopy and x-ray diffraction tests of the raw and stabilized fly ashes. The study showed that, in general, the fiber inclusions improved the performance of the cement-stabilized fly ash specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCement. =650 \0$aCuring. =650 \0$aFly ash. =650 \0$aModulus of rupture. =650 \0$aCompressive strength. =650 \0$aFiber cement. =650 \0$aFiber cement$xTesting. =650 \0$aFiber-reinforced concrete. =650 14$aCement. =650 24$aCompressive strength. =650 24$aCuring. =650 24$aFly ash. =650 24$aModulus of rupture. =700 1\$aGayathri, V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12692.htm =LDR 03256nab a2200553 i 4500 =001 JTE12009 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12009$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12009$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS590 =082 04$a631.4/05$223 =100 1\$aKrishnaiah, S.,$eauthor. =245 10$aDetermination of Thermal Properties of Soils in a Geotechnical Centrifuge /$cS. Krishnaiah, DN. Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aStudies conducted in the past reveal that heat transfer through a soil mass depends basically on its thermal properties and hence estimation of soil thermal properties is essential. Efforts have been made by researchers to estimate thermal properties of soils with the help of analytical or numerical models and by conducting laboratory or field experiments. Though laboratory tests are inexpensive, quick, and easy to perform, they lack simulation of real-world conditions in terms of in situ stresses. To overcome this, field tests, which are relatively costly and time consuming, are found to be quite useful. However, these tests offer either little or no direct control over the boundary conditions. To overcome these difficulties, researchers have turned to geotechnical centrifuge modeling for simulating migration of heat through the soil mass. In order to achieve this, it is necessary to determine the influence of an accelerated environment on thermal properties of soils. With this in view, an attempt was made to establish a working methodology for estimating thermal properties of soils, compacted at different dry densities, in a geotechnical centrifuge; details are presented in this technical note. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModeling. =650 \0$aSpecific heat. =650 \0$aThermal diffusivity. =650 \0$aThermal resistivity. =650 \0$aGeotechnical centrifuge. =650 \0$aSoils. =650 \0$aSoil science$vPeriodicals. =650 14$aSoils. =650 24$aThermal diffusivity. =650 24$aThermal resistivity. =650 24$aSpecific heat. =650 24$aGeotechnical centrifuge. =650 24$aModeling. =700 1\$aSingh, DN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12009.htm =LDR 02920nab a2200565 i 4500 =001 JTE20130100 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130100$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130100$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA277 =082 04$a519.5/6$223 =100 1\$aHussain, Jaffer,$eauthor. =245 10$aInspection of Batches Through Skip-R Lot Sampling Plan /$cJaffer Hussain, Muhammad Aslam, Chi-Hyuck June =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aIn this paper, we present a new lot acceptance policy for batch inspection from a continuous process called the skip-lot sampling plan of type R (SkSP-R). The proposed plan is the extension of the SkSP-2 sampling plan and SkSP-V sampling plan by utilizing resampling. We formulate the optimization problem of minimizing the average sample number to determine the plan parameters of the proposed SkSP-R sampling plan. The constraints are to satisfy the producer's risk at the acceptable quality level and the consumer's risk at the limiting quality level. The tables are presented and the results are explained with an example. The proposed plan is more efficient than the single sampling plan, SkSP-2 sampling plan, and SkSP-V sampling plan in terms of the average sample number. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aResampling. =650 \0$aConsumer's risk. =650 \0$aProducer's risk. =650 \0$aSkip-lot sampling. =650 \0$aAverage sample number. =650 \0$aStatistical hypothesis testing. =650 \0$aResampling (Statistics) =650 \0$aStatistical Theory and Methods. =650 14$aSkip-lot sampling. =650 24$aConsumer's risk. =650 24$aProducer's risk. =650 24$aAverage sample number. =650 24$aResampling. =700 1\$aAslam, Muhammad,$eauthor. =700 1\$aJun, Chi-Hyuck,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130100.htm =LDR 02910nab a2200553 i 4500 =001 JTE20120201 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120201$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120201$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP339 =082 04$a621.31/2429$223 =100 1\$aColak, Ozgen,$eauthor. =245 10$aInvestigation of Hygro-Thermal Cycle Effects on the Membranes of Proton Exchange Membrane Fuel Cells /$cOzgen Colak, Alperen Acar, Emre Ergenekon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aNafion is the most commonly used membrane material in proton exchange membrane fuel cells. New and used membrane electrode assemblies (MEAs) are subjected to dynamic mechanical analysis (DMA) tests in temperature scan mode to determine the effect of catalyst coating and hygro-thermal aging. DMA tests are also performed using specimens obtained from the rolling and transverse directions to investigate the anisotropic effects of the membrane and the coating. The catalyst coating increases the stiffness and brittleness of the membrane. Increased stiffness is observed in used MEAs relative to new MEAs, which indicates that hygro-thermal aging increases the brittleness of the material. A slight dependence on direction-that is, anisotropy-is also determined. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNafion. =650 \0$aAnisotropy. =650 \0$aMechanical properties. =650 \0$aMicrobial biotechnology. =650 \0$aBiomass energy. =650 \0$aMicrobialfuelcells. =650 14$aNafion. =650 24$aDynamic mechanical analysis. =650 24$aMembrane electrode assembly. =650 24$aProton exchange membrane fuel cell. =650 24$aMechanical properties. =650 24$aAnisotropy. =700 1\$aAcar, Alperen,$eauthor. =700 1\$aErgenekon, Emre,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120201.htm =LDR 03373nab a2200541 i 4500 =001 JTE20130019 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130019$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130019$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH513 =082 04$a571.4/3$223 =100 1\$aVerrill, Steve P.,$eauthor. =245 10$aReliability Implications in Wood Systems of a Bivariate Gaussian-Weibull Distribution and the Associated Univariate Pseudo-truncated Weibull /$cSteve P. Verrill, James W. Evans, David E. Kretschmann, Cherilyn A. Hatfield. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b32 =520 3\$aTwo important wood properties are the modulus of elasticity (MOE) and the modulus of rupture (MOR). In the past, the statistical distribution of the MOE has often been modeled as Gaussian, and that of the MOR as lognormal or as a two- or three-parameter Weibull distribution. It is well known that MOE and MOR are positively correlated. To model the simultaneous behavior of MOE and MOR for the purposes of wood system reliability calculations, we introduce a bivariate Gaussian-Weibull distribution and the associated univariate pseudo-truncated Weibull (PTW). We note that theoretical arguments suggest that the strength distributions of grades of lumber are likely to be PTW rather than Weibull. We describe a Web-based program that fits bivariate Gaussian-Weibull data sets (and thus fits PTW distributions to MOR data). We present data that demonstrate that strength distributions of visual grades of lumber are not Weibull and do display at least some of the characteristics of PTW data. Finally, we demonstrate via simulation that if we fit a Weibull distribution to PTW data (as is often done), we can obtain very poor estimates of probabilities of failure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGaussian copula. =650 \0$aModulus of rupture. =650 \0$aModulus of elasticity. =650 \0$aWood system reliability. =650 \0$aBiomechanics. =650 \0$aNonlinear mechanics. =650 14$aWood system reliability. =650 24$aModulus of rupture. =650 24$aModulus of elasticity. =650 24$aGaussian copula. =700 1\$aEvans, James W.,$eauthor. =700 1\$aKretschmann, David E.,$eauthor. =700 1\$aHatfield, Cherilyn A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130019.htm =LDR 03115nab a2200505 i 4500 =001 JTE20130126 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130126$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130126$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a620.1/127$223 =100 1\$aXu, Changjie,$eauthor. =245 10$aApplications of Electromagnetic Waves for Void and Anomaly Detections /$cChangjie Xu, Qizhi Chen, Fengming Sun, Darhao Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aKnowledge of the existing roadway condition is vital to transportation government agencies for management and safety purposes. Verifying the presence and extent of subsurface defects/voids is vital to prevent failures and accidents from occurring. A nondestructive and noninvasive geophysical method, ground penetrating radar (GPR), which utilizes electromagnetic waves, was employed in this study. Four field projects are presented in this study to demonstrate the application of electromagnetic waves for detection of voids and anomalies. Auguring and excavation were used to verify the suspicious areas that were located by the electromagnetic waves. Voids and different subsurface features, like rebar, geo-grid, and geo-textile, were successfully detected. A large negative peak that appears in the wave form is an indication of a dry void. Void sizes, ranging from a few centimeters to several meters, were successfully detected. Early identification of concealed subsurface voids under the roadway structure can prevent major failures from occurring. The methodologies presented in this study are applicable to many other projects. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aElectromagnetic waves. =650 \0$aNondestructive testing. =650 \0$aQuality control. =650 \0$aEngineering inspection. =650 14$aNondestructive testing. =650 24$aElectromagnetic waves. =650 24$aGPR. =700 1\$aChen, Qizhi,$eauthor. =700 1\$aSun, Fengming,$eauthor. =700 1\$aChen, Darhao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130126.htm =LDR 03616nab a2200565 i 4500 =001 JTE20130118 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130118$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130118$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.8/4$223 =100 1\$aWang, Zhenjun,$eauthor. =245 10$aLaboratory Investigation on Microwave Deicing Function of Micro Surfacing Asphalt Mixtures Reinforced by Carbon Fiber /$cZhenjun Wang, Jie Gao, Tao Ai, Peng Zhao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aTraffic accidents occur frequently during snowfall and freezing rain in winter. Therefore, it is desirable that snow and ice be removed effectively and rapidly without using chemical salt or mechanical devices. In this paper, the influences of carbon fiber with different contents on mechanical properties, microwave reflectivity, and microwave deicing time of micro surfacing asphalt mixtures were investigated. The results indicate the percentage of carbon fiber has significant influences on the mechanical properties of the mixtures. The flexural strength of the mixtures with 0.75 % carbon fiber was 1.5 times and the compressive strength with 0.45 % was 1.3 times higher than those of the mixtures without carbon fiber. At the percentage of 0.45, the minimum reflectivity was reached as -13.5 dB in the frequency range of 2.3-2.6 GHz. The carbon fiber addition can evidently enhance the ability of the mixtures to absorb the microwave. The deicing time keeps decreasing as the carbon fiber percentage increases from 0.15 % until 0.45 %; then increases gradually and rises sharply until 0.75 %. The minimum deicing time reaches 55 s for the mixtures with 0.45 % carbon fiber. The lower the microwave reflectivity is, the shorter the deicing time. The thickness of ice is also found to be an important factor affecting the deicing time of the mixtures. The mixtures with around 15 mm thick ice obtain the shortest deicing time. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCarbon fiber. =650 \0$aDeicing time. =650 \0$aIce thickness. =650 \0$aMicrowave reflectivity. =650 \0$aPavements, Concrete. =650 \0$aConcrete$xAdditives. =650 \0$aReinforced concrete construction. =650 14$aMicro surfacing asphalt mixtures. =650 24$aCarbon fiber. =650 24$aMicrowave reflectivity. =650 24$aDeicing time. =650 24$aIce thickness. =700 1\$aGao, Jie,$eauthor. =700 1\$aAi, Tao,$eauthor. =700 1\$aZhao, Peng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130118.htm =LDR 02926nab a2200553 i 4500 =001 JTE20130045 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130045$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130045$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1634H67 1993 =082 04$a006.37$223 =100 1\$aOh, Sunhyung,$eauthor. =245 10$aAutomatic Measurement of Yarn Crimp Using Image Analysis /$cSunhyung Oh, Moo Sung Lee, Sungmin Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aAutomatic crimp measurement system hardware and software have been developed. To measure the crimp of a relatively long yarn specimen under zero tension, a precise linear stage was used along with a high-definition digital microscope. Because of the narrow viewing angle of the microscope, a series of images were captured while the specimen plate was moved. The whole system was built into an opaque enclosure with internal illumination devices to prevent irregular external lighting effects. The relationship between image and world coordinates was established via automatic camera calibration. The shape of the yarn crimp was extracted via a series of image processing techniques, and quantitative information on yarn crimp, such as the crimp ratio and average crimp pitch, was calculated through Fourier series expansion and statistical analysis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aYarn crimp. =650 \0$aImage analysis. =650 \0$aCamera calibration. =650 \0$aStatistical analysis. =650 \0$aFourier series expansion. =650 \0$aCalibration. =650 \0$aSegmentation. =650 14$aYarn crimp. =650 24$aImage analysis. =650 24$aCamera calibration. =650 24$aFourier series expansion. =650 24$aStatistical analysis. =700 1\$aLee, Moo Sung,$eauthor. =700 1\$aKim, Sungmin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130045.htm =LDR 03730nab a2200601 i 4500 =001 JTE20120337 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120337$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120337$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.85$223 =100 1\$aYu, Miao,$eauthor. =245 10$aProposed Compaction Procedure for Dry Process Crumb Rubber Modified Asphalt Mixtures Using Air Void Content and Expansion Ratio /$cMiao Yu, Guoxiong Wu, Jinchuan Zhou, Said Easa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aThe dry process for crumb rubber modified (CRM) asphalt mixtures is characterized by a simple construction process that results in greater environmental benefits than the wet process does. However, the difficulties of compaction in the dry process often lead to unstable pavement performance; therefore, its application is highly restricted. This research aims to investigate the compaction procedure for dry process CRM asphalt mixtures using air void content and expansion ratio as the principal indices for evaluation. To evaluate the key factors affecting compaction, a series of CRM mixtures were prepared and compacted at four different crumb rubber contents by total aggregate volume of 3.0 %, 5.5 %, 8.0 %, and 10 %. First, with the air void ratio as the target indicator, the crumb rubber content, compaction temperature, and compaction method were evaluated to determine the appropriate compaction procedure. Second, the variations in height and expansion ratio of the CRM asphalt mixture specimens with different crumb rubber contents were analyzed in order to calculate the expansion ratio. The results indicated that generally the height and expansion ratio increase as the crumb rubber content of the CRM asphalt mixtures increases. Furthermore, it was found that when the crumb rubber addition was 5.5 % of the bulk volume of minerals, the volume stability of the mixture was improved, and this value is recommended for dry process CRM asphalt mixtures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAir voids. =650 \0$aScrap tires. =650 \0$aExpansion ratio. =650 \0$aCompaction methods. =650 \0$aCompaction procedure. =650 \0$aCrumb rubber content. =650 \0$aHot mix paving mixtures. =650 \0$aPorosity. =650 \0$aRutting. =650 14$aScrap tires. =650 24$aCrumb rubber content. =650 24$aCompaction procedure. =650 24$aAir voids. =650 24$aCompaction methods. =650 24$aExpansion ratio. =700 1\$aWu, Guoxiong,$eauthor. =700 1\$aZhou, Jinchuan,$eauthor. =700 1\$aEasa, Said,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120337.htm =LDR 03818nab a2200505 i 4500 =001 JTE20130124 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130124$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130124$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHA31.3 =082 04$a519.5/36$223 =100 1\$aChen, Kuen-Suan,$eauthor. =245 10$aApplying Importance-Performance Analysis With Simple Regression Model and Priority Indices to Assess Hotels' Service Performance /$cKuen-Suan Chen, Hsi-Tien Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b51 =520 3\$aThe purpose of this study was to propose a revised importance-performance analysis (RIPA) grid to improve the weaknesses of self-stated (or implicitly derived) importance and improvement (or resource reallocation) priority for service attributes in importance-performance analyses (IPAs). The importance derived from simple linear regression analyses was used to replace self-stated or implicit importance derived from multiple regression (or partial correlation) analyses in order to construct the RIPA grid, which not only measures attribute importance and performance but also easily and effectively identifies service management strategies. Also, this paper proposes improvement and resource reallocation priority indices to more effectively prioritize the improvement and resource reallocation of service attributes located in the "Concentrate Here" and "Possible Overkill" quadrants, respectively. A case study of tourist hotels is presented to demonstrate the application of the RIPA. The analyzed results show that the simple regression coefficients of all attributes were positive, but some multiple regression coefficients and partial correlation coefficients were negative. It revealed that using multiple regression analysis or partial correlation analysis to estimate attribute importance might be inappropriate, and simple linear regression analysis might be more reasonable in RIPA. The effective and appropriate action scheme for each service attribute can then be acquired using the RIPA approach. The study offers new insights into the attribute importance and improvement/reallocation priority in importance-performance analysis, resolves IPA grid weaknesses, and provides industries with a simple and useful management tool. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aService quality. =650 \0$aSocial sciences$xStatistical methods. =650 \0$aRegression analysis. =650 \0$aRobust statistics. =650 14$aService quality. =650 24$aImportance-performance analysis. =650 24$aSimple regression coefficient. =650 24$aMultiple regression coefficient. =650 24$aPartial correlation coefficient. =700 1\$aChen, Hsi-Tien,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130124.htm =LDR 02592nab a2200529 i 4500 =001 JTE20130115 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130115$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130115$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA169.3 =082 04$a620/.00452$223 =100 1\$aIsmail, Ali A.,$eauthor. =245 10$aStatistical Inference of Weibull Distribution under a Progressive Stress Partially Accelerated Life Testing Model /$cAli A. Ismail. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThis paper considers a progressive stress partially accelerated life test model when the lifetime of a product under the use condition follows a Weibull distribution. It is assumed that the progressive stress is directly proportional to time. The maximum likelihood method is used to obtain the estimates of the model parameters. In addition, approximate confidence intervals for the parameters are constructed. A Monte Carlo simulation study is conducted to illustrate the theoretical results of the proposed model. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aType-I censoring. =650 \0$aProgressive stress. =650 \0$aWeibull distribution. =650 \0$aAccelerated life testing. =650 \0$aReliability (Engineering) =650 \0$aTest. =650 14$aPartially accelerated life tests. =650 24$aProgressive stress. =650 24$aWeibull distribution. =650 24$aMaximum likelihood estimation. =650 24$aType-I censoring. =650 24$aMonte Carlo simulation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130115.htm =LDR 03566nab a2200589 i 4500 =001 JTE20120353 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120353$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120353$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC611.98.H54 =082 04$a537.6/23/0284$223 =100 1\$aSilva, Alan Sousa,$eauthor. =245 10$aInvestigations on Wood-Plastic Composites Reinforced With Silica Particles Using Design of Experiment /$cAlan Sousa Silva, Carolina Coelho Martuscelli, Túlio Hallak Panzera, Paulo Henrique Ribeiro Borges, André Luis Christoforo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aIncineration and landfilling of waste from the timber industry are practices condemned and unused. The reuse of wood waste as a dispersive phase in composite materials has been the focus of much research to develop new products, mainly for the automotive and construction industries. The wood-plastic composites (WPC) present characteristics, such as moderate strength, light weight, and high durability. Besides, they are inexpensive and sustainable, which make them attractive for innovative design. This work investigates the effect of eucalyptus sawdust, a chemical admixture and silica particles on the physical and mechanical properties of WPC upon a statistical methodology. The silica-particle addition was added by the matrix phase replacement to reduce the overall costs, because the latter is nearly 87 % more expensive. A microstructural analysis was conducted to better assess the variables studied. Results have shown that the composites made with 20 wt. % of sawdust addition, 10/50 US-Tyler sawdust particle size and maleic anhydride addition appeared to have acceptable properties for engineering applications. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRecycling. =650 \0$aEucalyptus wastes. =650 \0$aDesign of experiment. =650 \0$aMechanical properties. =650 \0$aHigh temperature superconductors. =650 \0$aElectron microscopy$xTechnique. =650 \0$aSuperconductors. =650 14$aWood-plastic composite (WPC) =650 24$aRecycling. =650 24$aEucalyptus wastes. =650 24$aMechanical properties. =650 24$aScanning electron microscopy. =650 24$aDesign of experiment. =700 1\$aMartuscelli, Carolina Coelho,$eauthor. =700 1\$aPanzera, Túlio Hallak,$eauthor. =700 1\$aRibeiro Borges, Paulo Henrique,$eauthor. =700 1\$aChristoforo, André Luis,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120353.htm =LDR 03000nab a2200577 i 4500 =001 JTE20130105 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130105$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130105$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA276.8 =082 04$a519.5/44$223 =100 1\$aIsmail, Ali A.,$eauthor. =245 10$aBayesian and Non-Bayesian Estimations under Failure-Censored Partially Accelerated Life Tests /$cAli A. Ismail. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b41 =520 3\$aThis article considers the Bayesian and non-Bayesian approaches for estimating the Gompertz distribution parameters and the acceleration factor when the data are obtained under the Type II censoring scheme from a step-stress partially accelerated life test. Both the maximum likelihood and Bayesian estimators of the model parameters are derived. The posterior means and posterior variances are derived under the squared error (SE) loss function using Lindley's approximation procedure. The advantage of this proposed procedure is shown. Monte Carlo simulations are performed under different samples sizes and different parameter values for investigating and comparing the proposed methods of estimation. A non-informative prior on the model parameters is used to make the comparison more meaningful. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aReliability. =650 \0$aFailure-censoring. =650 \0$aBayesian estimation. =650 \0$aStep-stress testing. =650 \0$aPartial acceleration. =650 \0$aGompertz distribution. =650 \0$aBayesian statistical decision theory. =650 \0$aEstimation theory. =650 \0$aStochastic processes. =650 14$aReliability. =650 24$aPartial acceleration. =650 24$aStep-stress testing. =650 24$aGompertz distribution. =650 24$aMaximum likelihood estimation. =650 24$aBayesian estimation. =650 24$aFailure-censoring. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130105.htm =LDR 03702nab a2200577 i 4500 =001 JTE20130004 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130004$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130004$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aRafi, Muhammad Masood,$eauthor. =245 10$aPerformance of Hot Mix Asphalt Mixtures Made of Recycled Aggregates /$cMuhammad Masood Rafi, Adnan Qadir, Sajjad Ali, Salman Hameed Siddiqui. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b65 =520 3\$aThe generation of construction, renovation, and demolition waste in large quantities poses a major challenge for town planners. Recycling can provide an effective solution to this problem, in addition to reducing the rapid depletion of natural resources. This article examines the results of experimental studies that have been conducted to investigate the use of recycled aggregates (RAs) in mixtures of hot mix asphalt. Sources of RA consisted of waste concrete and reclaimed asphalt pavement. Three levels of RA addition with natural crushed stone aggregates (CSAs) and three types of mixtures were considered. The mixtures made with CSA were used as control samples. Marshall mix samples of asphalt-aggregate mixtures were prepared and tested in a Marshall testing machine. The air voids and stability/flow characteristics of these mixtures were investigated. The optimum asphalt contents (OACs) of mixtures were determined using air void data. The performance of the employed mixtures was compared with the criteria established by the National Highway Authority (NHA) for wearing course material in Pakistan. Rutting samples of mixtures similar to those used in the Marshall stability tests were prepared using the OAC data for bituminous binder. These samples were tested in a wheel tracking device. All three types of mixtures used in the studies conformed to the specification requirements for wearing course material given by the NHA. The rutting behaviors of the majority of the mixtures were also satisfactory. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlexible pavement. =650 \0$aMarshall mix. =650 \0$aRecycled aggregates. =650 \0$aRutting. =650 \0$aWearing course. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aFlexible pavement. =650 24$aWearing course. =650 24$aRecycled aggregates. =650 24$aReclaimed asphalt pavement. =650 24$aMarshall mix. =650 24$aRutting. =700 1\$aQadir, Adnan,$eauthor. =700 1\$aAli, Sajjad,$eauthor. =700 1\$aSiddiqui, Salman Hameed,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130004.htm =LDR 03620nab a2200625 i 4500 =001 JTE20120367 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120367$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120367$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aKim, Sungun,$eauthor. =245 10$aPerformance of Modified WMA Mixtures Prepared Using the Same Class PG Binders of HMA Mixtures /$cSungun Kim, Jiyong Park, Sungjin Lee, Kwang W. Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aWhen the same class performance graded (PG) binders are used, the asphalt mixtures using the same aggregate and gradation are expected to perform similarly whether they are the hot-mix asphalt (HMA) or warm-mix asphalt (WMA). In this study, HMA and WMA mixtures with the same class PG binders were used to compare their performance. Two high-temperature (60°C) rut-related properties were evaluated, the wheel tracking (WT) and the strength against deformation (SD). One ambient-temperature (25°C) property, the indirect tensile strength (St), was also evaluated. The performance grades of normal (unmodified) and modified binders for all WMA and HMA mixtures were 64-22 and 76-22, respectively. According to study results, the modified WMA mixtures, which were short-term aged at 135°C, did not show high enough SD and WT resistance at 60°C than the HMA mixtures prepared using the same class PG binders, 76-22. However, the same WMA mixtures were found to be similar to or better than HMA mixtures in St. Therefore, it was found that tensile strength of WMA mixtures was not inferior to HMA at ambient temperature. However, rut-related properties of modified WMA mixtures were observed to be inferior to the same PG HMA mixtures at high service temperature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModified WMA. =650 \0$aWheel tracking. =650 \0$aWarm-mix asphalt. =650 \0$aKinematic viscosity. =650 \0$aIndirect tensile strength. =650 \0$aPavements, Asphalt concrete$xMaterials$vHandbooks, manuals, etc. =650 \0$aWarm mix paving mixtures. =650 \0$aMix design. =650 14$aWarm-mix asphalt. =650 24$aModified WMA. =650 24$aStrength against deformation. =650 24$aSD. =650 24$aWheel tracking. =650 24$aRut. =650 24$aKinematic viscosity. =650 24$aPG. =650 24$aIndirect tensile strength. =700 1\$aPark, Jiyong,$eauthor. =700 1\$aLee, Sungjin,$eauthor. =700 1\$aKim, Kwang W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120367.htm =LDR 03397nab a2200529 i 4500 =001 JTE20130007 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130007$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130007$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.8/4$223 =100 1\$aTürker, Temel,$eauthor. =245 10$aEvaluation of Damage Effects on Dynamic Characteristics of RC Buildings by Ambient Vibration Test /$cTemel Türker, Alemdar Bayraktar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aIn this study, the dynamic behavior of a model building for different damage cases is studied based on the changes in the natural frequencies and mode shapes. The damage is assumed to occur on the walls and at the column-ends of the first story, because they are generally affected by earthquakes, explosions, etc. A ½-scale three-story reinforced-concrete (RC) building model is constructed in the laboratory. Different damage cases are applied to the model gradually by using mechanical cutting equipment. The wall damage is assumed to reach the interior of the walls and the column-end damage is created by removing the cover of columns. The ambient vibration tests are performed by using the operational modal analysis method under unknown random impact loads. The accelerometers are placed on the columns in the transverse and longitudinal directions to get the responses of the model in these directions. It is observed that the natural frequencies, corresponding mode shapes, and modal damping ratios of the building model vary depending on the damage location and damage extent. The natural frequencies show a decreasing trend with damage, and for the last damage case the natural frequencies are 60 % lower than for the undamaged case. In addition, the mode shapes are affected considerably by wall damage. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamage patterns. =650 \0$aBuilding damages. =650 \0$aAmbient vibrations. =650 \0$aPavements, Concrete. =650 \0$aConcrete$xAdditives. =650 \0$aReinforced concrete construction. =650 14$aAmbient vibrations. =650 24$aBuilding damages. =650 24$aDamage patterns. =650 24$aOperational modal analysis. =650 24$aReinforced-concrete building. =700 1\$aBayraktar, Alemdar,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130007.htm =LDR 03674nab a2200553 i 4500 =001 JTE20120250 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120250$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120250$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a624.1/76$223 =100 1\$aDarwin, David,$eauthor. =245 10$aCase for Changing Reinforcing Bar Deformation Spacing Requirements /$cDavid Darwin, Matthew O'Reilly, JoAnn Browning, Lihua Xing. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThe bond strength of four sets of reinforcing bars is evaluated, two each with No. 5 and No. 10 (No. 16 and No. 32) bars, which have, respectively, nominal diameters of 0.625 and 1.27 in. (15.9 and 32.3 mm). One bar of each size satisfies the criterion for maximum deformation spacing in ASTM reinforcing bar specifications, while the other has deformations that exceed the maximum spacing. All bars exceed the requirements for minimum deformation height. Research related to the effect of deformation properties on bond strength, including the research used to establish the requirements for deformations in ASTM reinforcing bar specifications, is also reviewed. The test results match earlier research and demonstrate that (1) bond strength is not governed by the specific value of deformation height or spacing, but by the combination of the two as represented by the relative rib area of the bars and (2) the bond strength of the bars with deformation spacings that exceed those in ASTM reinforcing bar specifications is similar to the bond strength of the bars that meet the specification. Based on this and prior research, it is recommended that ASTM reinforcing bar specifications be modified to allow for deformation spacing up to 90 % (currently a maximum of 70 %) of the bar diameter provided the ratio of deformation height to deformation spacing is greater than or equal to the minimum ratio for bar deformations meeting the current requirements in ASTM reinforcing bar specifications. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRelative rib area. =650 \0$aDeformed reinforcement. =650 \0$aStructural engineering. =650 \0$aReinforced concrete construction. =650 \0$aStructural design. =650 \0$aStrains and stresses. =650 14$aBond (concrete to reinforcement) =650 24$aDeformed reinforcement. =650 24$aRelative deformation area. =650 24$aRelative rib area. =650 24$aStructural engineering. =700 1\$aO'Reilly, Matthew,$eauthor. =700 1\$aBrowning, JoAnn,$eauthor. =700 1\$aXing, Lihua,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120250.htm =LDR 02953nab a2200505 i 4500 =001 JTE20120251 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120251$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120251$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD381 .C384 2012 =082 04$a547.84$223 =100 1\$aChen, Jianfu,$eauthor. =245 10$aThermal Degradation Kinetics of a Linked Polyurethane Acrylate Film /$cJianfu Chen, Weiying Zhang, Xiao Li, Yimin Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aLinked polyurethane-acrylate (LPUA) emulsions with good stability were synthesized by seed swelling emulsion polymerization. We then investigated the thermal degradation process of the LPUA film by means of thermogravimetry-derivative thermogravimetry (TG-DTG) at different heating rates. It was shown that the heating rate had obvious influence on the thermal weight loss of LPUA. Both the starting and ending temperatures of decomposition shifted to a higher temperature with increased heating rate. The most probable kinetic parameters of decomposition were obtained from the Coats-Redfern integral equation and Achar differential equation. It was shown that the optimum mechanism functions of the decomposition reaction were 3D diffusion, spherical symmetry, D4, and deceleration type a-t curve. The thermal decomposition mechanism function of the LPUA film was f (?) = 3/2[(1-?)-1/3 - 1]-1; G (?) = (1 - 2?/3) - (1 - ?)2/3. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModel fitting method. =650 \0$aDecomposition (Chemistry) =650 \0$aPolymers$xThermal degradation. =650 \0$aPolymers$xThermal properties. =650 14$aLinked polyurethane-acrylate. =650 24$aThermal degradation kinetics. =650 24$aModel fitting method. =700 1\$aZhang, Weiying,$eauthor. =700 1\$aLi, Xiao,$eauthor. =700 1\$aChen, Yimin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120251.htm =LDR 03140nab a2200541 i 4500 =001 JTE20120341 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120341$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120341$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH1560 =082 04$a691/.6$223 =100 1\$aJonsson, Jacob C.,$eauthor. =245 13$aAn Edge-Heating Device for Optical Measurement of Thermochromic Glazing Materials and Recommended Test Procedure /$cJacob C. Jonsson, Howdy Goudey, Charlie Curcija. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThermochromic materials have optical properties that vary with temperature. To simulate energy performance of such materials, it is important to have spectral data in the solar range, 300-2500 nm, for each temperature that the material will have in the simulation. This paper describes a temperature control strategy that allows for measurement of reflectance and transmittance at a fixed temperature using a commercial spectrophotometer. A specimen frame is used to clamp heating strips to the surface at the edge of the sample that is being tested. Multiple thermocouples are used to monitor the temperature gradient over the sample as the center is cooler than the edge. Verification using an infrared (IR) camera and time-resolved transmittance measurements show that the center sample temperature is stable and how long it takes to achieve equilibrium. An interpolation method is described and verified to reduce the number of states that need to be measured. A recommended test procedure is described and used on two different materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIR imaging. =650 \0$aThermocouples. =650 \0$aOptical measurements. =650 \0$aThermochromic materials. =650 \0$aGlass construction. =650 \0$aGlazing. =650 \0$aSafety glass. =650 14$aThermochromic materials. =650 24$aOptical measurements. =650 24$aThermocouples. =650 24$aIR imaging. =700 1\$aGoudey, Howdy,$eauthor. =700 1\$aCurcija, Charlie,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120341.htm =LDR 04061nab a2200637 i 4500 =001 JTE20130010 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130010$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130010$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHV8077 =082 04$a363.25/62$223 =100 1\$aKunz, S. N.,$eauthor. =245 10$aRicocheted Rifle and Shotgun Projectiles :$bA Ballistic Evaluation /$cS. N. Kunz, S. Kirchhoff, R. Eggersmann, D. Stiefel, M. Gessinger, A. Manthei, S. Eichner, M. Graw, O. Peschel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aHunting firearm injuries and fatalities from ricocheted bullets play a minor, but still important, role in forensic medicine and shooting reconstruction. Especially in the area of critical ricochet angles a ballistic analysis is essential to be able to reconstruct hunting accidents. The aim of this study is to analyze ricocheted rifle projectiles (.30-06 Bionic Black and .30-06 Oryx) and shotgun slugs (cal. 12 Brenneke original) from frozen and non-frozen concrete, as well as their ballistic injury potential at a simulated shooting distance of 100 m (rifle projectiles) and 20 m (slugs). Each projectile had a v100 velocity between 370 m/s (shotgun ammunition) and 740 m/s (rifle ammunition) and was shot at an incident angle between 2-20° (rifle ammunition) and 5-35° (shotgun ammunition). To record the angle of ricochet and target energy of each ricocheted projectile, a polycarbonate wall with a reference scale, as well as ballistic soap were used as a final target. At a shooting distance of 100 m, non-ricochet shots are only possible from high seats, but not from deer stands. The critical shooting angle showed a rather high variation for both rifle and shotgun ammunition and was noted between 1.25 times (shotgun ammunition) and 2.5 times (rifle ammunition) higher for frozen concrete compared to non-frozen concrete. All tested ammunition showed remarkable high variations in the ricochet's angular deviation. Upon the impact of a ricochet, energy levels of over 1000 J were realized with significant injury potential to underlying organs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBallistics. =650 \0$aBullet ricochet. =650 \0$aForensic science. =650 \0$aHunting ammunition. =650 \0$aWounding potential. =650 \0$aForensic ballistics$xAtlases$xData processing$xGovernment policy$zUnited States. =650 \0$aBullets$xIdentification$xDatabases. =650 \0$aImages, Photographic$xDatabases. =650 14$aForensic science. =650 24$aBullet ricochet. =650 24$aBallistics. =650 24$aHunting ammunition. =650 24$aWounding potential. =700 1\$aKirchhoff, S.,$eauthor. =700 1\$aEggersmann, R.,$eauthor. =700 1\$aStiefel, D.,$eauthor. =700 1\$aGessinger, M.,$eauthor. =700 1\$aManthei, A.,$eauthor. =700 1\$aEichner, S.,$eauthor. =700 1\$aGraw, M.,$eauthor. =700 1\$aPeschel, O.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130010.htm =LDR 03707nab a2200541 i 4500 =001 JTE20130154 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130154$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130154$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.8/4$223 =100 1\$aRupnow, Tyson D.,$eauthor. =245 10$aInvestigation of Factors Affecting PCC Surface Resistivity through Ruggedness Testing /$cTyson D. Rupnow, Patrick J. Icenogle. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aMany entities currently use permeability specifications in Portland cement concrete (PCC) pavements and structures. Recent studies have shown surface resistivity testing correlates well with ASTM C1202 ["Standard Test Method for Electrical Indication of Concrete's Ability to resist Chloride Ion Penetration," Annual Book of ASTM Standards, ASTM International, West Conshohocken, PA, 2010] rapid chloride penetration (RCP) testing. The success of this research has led to surface resistivity testing on Portland cement concrete cylinders being implemented in Louisiana. However, many of the studies have questioned the impact of various factors on surface resistivity measurements. This project investigates a ruggedness factorial using many of the factors in question to determine the level of impact of each factor. A partial factorial consisting of 35 combinations of factors was developed using 11 factors and 16 mixtures. Some factors were mixture dependent; therefore, RCP testing was also performed on a portion of the factorial to determine if factors influence the surface resistivity meter or permeability in general. The ruggedness study showed age and aggregate type as significant factors for surface resistivity. Additional comparisons against a control suggested age, calcium nitrite, aggregate size, and aggregate type as significant factors for surface resistivity. However, comparative RCP testing on the same sample sets concluded that all significant factors determined either affect the permeability of the sample in general or will influence rapid chloride permeability as well. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRuggedness. =650 \0$aConcrete durability. =650 \0$aSurface resistivity. =650 \0$aConcrete permeability. =650 \0$aPavements, Concrete. =650 \0$aConcrete$xAdditives. =650 \0$aReinforced concrete construction. =650 14$aSurface resistivity. =650 24$aConcrete permeability. =650 24$aConcrete durability. =650 24$aRapid chloride permeability. =650 24$aRuggedness. =700 1\$aIcenogle, Patrick J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130154.htm =LDR 03105nab a2200577 i 4500 =001 JTE20120111 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120111$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120111$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a620.1/36$223 =100 1\$aBanthia, N.,$eauthor. =245 10$aCurling Control in Concrete Slabs Using Fiber Reinforcement /$cN. Banthia, V. Bindiganavile, F. Azhari, C. Zanotti. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aCurling of concrete remains a major concern in flatwork and its mitigation is critical for crack control, durability, and mechanical performance, not to mention the aesthetics. This report describes a study on concrete slabs that were subjected to a controlled environment of sustained heat and humidity. The resultant curling was evaluated by means of strain gauges placed along the length and breadth of the slab. In addition to the reference plain concrete mix, three fiber reinforced mixes were cast with cellulose microfibers incorporated at a volume fraction up to 0.3 %. The results show that plain concrete will crack and thereby ease the amount of curl whereas the addition of fibers at low dosage rates (<=0.2 %) leads to crack control and consequently, a visible increase in curling. However, at 0.3 % volume fraction, cellulose fibers were able to arrest cracking and also reduce the curl with respect to the reference plain mix. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCurling. =650 \0$aTension test. =650 \0$aStrain profile. =650 \0$aCellulose fiber. =650 \0$aDrying shrinkage. =650 \0$aFiber-reinforced concrete. =650 \0$aSustainable buildings$xDesign and construction. =650 \0$aSustainable design. =650 14$aCellulose fiber. =650 24$aCurling. =650 24$aDrying shrinkage. =650 24$aStrain profile. =650 24$aTension test. =700 1\$aBindiganavile, V.,$eauthor. =700 1\$aAzhari, F.,$eauthor. =700 1\$aZanotti, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120111.htm =LDR 03535nab a2200577 i 4500 =001 JTE20130042 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130042$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130042$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aCunliffe, C.,$eauthor. =245 12$aA Study to Determine the Impact of Cracking on Load Transfer Efficiency of Rigid Airfield Pavements /$cC. Cunliffe, A. Joshi, Y. Mehta, D. Cleary. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe mechanistic evaluation of pavement utilizing full-scale test data is an important component to the study of pavement behavior. This study focuses on the use of concrete strain gages (CSG) and crack location data to evaluate the effect of localized cracking on the stress-based load transfer efficiency (LTE (S)) of transverse doweled pavement joints. Concrete strain gage data generated from the full-scale testing carried out by the Federal Aviation Administration (FAA) at the National Airport Pavement Test Facility (NAPTF) has been analyzed in this study. Load transfer efficiency was determined from paired concrete strain gages for the test vehicle moving in opposite directions at two specific locations, resulting in four distinct cases of LTE (S). It was found that LTE (S) varies as loading progresses on the test sections, especially after cracking near the joint has occurred on the slabs. The design constant of 25 % LTE (S) appears to be reasonably conservative before cracking occurs at the joint but overestimates joint LTE (S) thereafter. Additionally, peak strains from gages located at the joint can be used to evaluate the behavior of LTE (S) during the formation of cracks on the slab, in particular the case where the cracks have formed close to the doweled joint but are not yet visible on the surface. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrain gages. =650 \0$aLoad transfer. =650 \0$aTensile stress. =650 \0$aDowelled joints. =650 \0$aRigid pavements. =650 \0$aPavements, Asphalt concrete$xMaterials$vHandbooks, manuals, etc. =650 \0$aWarm mix paving mixtures. =650 \0$aMix design. =650 14$aLoad transfer. =650 24$aTensile stress. =650 24$aStrain gages. =650 24$aRigid pavements. =650 24$aDowelled joints. =700 1\$aJoshi, A.,$eauthor. =700 1\$aMehta, Y.,$eauthor. =700 1\$aCleary, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130042.htm =LDR 03842nab a2200565 i 4500 =001 JTE20120318 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120318$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120318$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE220.5 =082 04$a625.7/63$223 =100 1\$aSaltan, Mehmet,$eauthor. =245 10$aEnvironmental Method Against Icing for Road Pavements :$bDevelopment of New Testing Equipment and Proposal of a New Abrasive Material /$cMehmet Saltan, Meriç Var?s, F. Selcan Ertem. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aIn cold regions, snow and ice during winter can pose serious risks to road surfaces and driving conditions. Icing always occurs on roads during winter. Heavy snow and freezing temperatures result in slippery road pavements. Driving on these surfaces is difficult and may cause heavy traffic and vehicular traffic accidents. Under such conditions, drivers should drive slowly and be prepared for delays. Icing reduces the friction between tires and the pavement surface, which increases the risk of accidents. Winter maintenance is highly important for icy pavement surfaces. Winter maintenance practices include plowing, sanding to improve traction, and applying winter anti-icing liquids that melt snow and ice on a road surface to prevent them from sticking. The combinations of practices used at each site may vary according to climate, traffic, and storm conditions. Road salt can melt snow and ice effectively, but it causes severe rust damage to vehicles, degrades road surfaces, corrodes bridges, and harms roadside vegetation. Therefore, the application of an abrasive granular material is important for preventing snow and ice from sticking to a road surface. However, sand, which is the most commonly used abrasive material, tends to be easily removed from the road surface by traffic. This study introduces new low-cost testing equipment, namely, the Ice Melter Experiment Mechanism (IMEM), which is used to evaluate abrasive materials for snowy or icy pavement surfaces and a new abrasive material that cannot be easily removed from road surfaces. In this study we tested the performance of IMEM and analyzed the results. The operational process of IMEM is also elaborated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDeicing. =650 \0$aAnti-icing. =650 \0$aRoad icing. =650 \0$aPumice waste. =650 \0$aAbrasive materials. =650 \0$aDeicing chemicals. =650 \0$aWinter maintenance. =650 \0$aMeteorological phenomena. =650 14$aRoad icing. =650 24$aDeicing. =650 24$aAnti-icing. =650 24$aAbrasive materials. =650 24$aPumice waste. =700 1\$aVar?s, Meriç,$eauthor. =700 1\$aErtem, F. Selcan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120318.htm =LDR 03165nab a2200481 i 4500 =001 JTE20120262 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120262$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120262$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.8/4$223 =100 1\$aNam, BooHyun,$eauthor. =245 10$aImproved Rolling Dynamic Deflectometer for Continuous Pavement Deflection Measurements /$cBooHyun Nam, Kenneth H. Stokoe. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aUnlike discrete testing methods, the rolling dynamic deflectometer (RDD) performs continuous measurements. Thus, it is a powerful screening and evaluation tool for quickly characterizing large sections of highway and airfield pavements with little danger of missing critical pavement features. RDD testing applications have involved (1) pavement forensic investigations, (2) delineations of areas to be repaired, (3) selections of rehabilitation treatments, measurements of relative improvements due to the rehabilitation, and (4) monitoring of changes with time (trafficking and environmental loading). This paper discusses the efforts to improve the velocity of RDD testing up to 5 mph (8.0 km/h) while minimizing the accuracy and resolution of deflection data. The research consisted of the development of a velocity-improved rolling sensor and the field evaluation of its new sensor system. The velocity-improved rolling sensor and the enhanced data processing were tested in both flexible and rigid pavements at varied velocities. The enhanced RDD system potentially enabled testing velocities of up to 5 mph (8.0 km/h) in thin flexible pavements (i.e., farm-to-market roads) and up to 3 mph (4.8 km/h) in rigid pavements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPavement evaluation. =650 \0$aPavements, Concrete. =650 \0$aConcrete$xAdditives. =650 \0$aReinforced concrete construction. =650 14$aRolling dynamic deflectometer. =650 24$aContinuous deflection profile. =650 24$aPavement evaluation. =700 1\$aStokoe, Kenneth H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120262.htm =LDR 02963nab a2200541 i 4500 =001 JTE20120270 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120270$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120270$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD196 =082 04$a620.1/4$223 =100 1\$aXiao-Dong, Wen,$eauthor. =245 13$aAn Automated Monitoring System to Measure Shrinkage of Cement-Based Materials in Multiple Environments /$cWen Xiao-Dong, Zhou Wei-Ping, Ma. Bao-Guo, Li. Guo-Song. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aAn automated monitoring system was developed for the measurement of shrinkage of cement-based materials. This system combines continuous dynamic measurements conducted on multi-group samples, the use of non-contact measurements and environment simulation technology. An automated data analysis method was developed and used to obtain shrinkage values. Furthermore, a correction method is proposed in an effort to calibrate these measurements. The early-age and long-term shrinkage behavior of multi-group samples were investigated by the use of this system under specific testing environments. This was done in an effort to understand the influence of climatic variations on shrinkage deformation properties. These experimental data can be used in numerical models to estimate shrinkage of similar specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCement-based material. =650 \0$aShrinkage deformation. =650 \0$aEnvironmental simulation. =650 \0$aCement composites. =650 \0$aCeramic materials. =650 \0$aInorganic polymers. =650 14$aCement-based material. =650 24$aEnvironmental simulation. =650 24$aShrinkage deformation. =650 24$aAutomated monitoring system. =700 1\$aWei-Ping, Zhou,$eauthor. =700 1\$aBao-Guo, Ma.,$eauthor. =700 1\$aGuo-Song, Li.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120270.htm =LDR 03642nab a2200517 i 4500 =001 JTE20120146 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120146$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120146$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD7269.S44 =082 04$a338.4/76213815$223 =100 1\$aChang, Yung-Chia,$eauthor. =245 10$aProbe of the Replenishment Strategy and Grouping Rule in the Semiconductor Industry /$cYung-Chia Chang, Kuei-Hu Chang, Yi-Chieh Lei. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aThe theory of constraint suggests the application of a demand-pull replenishment strategy combined with buffer management (DPBM) in order to effectively manage inventory. A demand-pull strategy caters to the customers' demand to drive inventory replenishment, while buffer management is designed to adjust target inventory levels (buffer size). However, there is very limited literature looking into the parameters of buffer management in depth, such as the timing and the amount of buffer adjusted. Therefore, the objective of this study was to explore the product demand characteristics that affect the parameters of choice in buffer management when applying the DPBM strategy. This study first used a DPBM strategy (implemented via simulation, based on historical demand data) under different buffer management parameters to simulate the inventory replenishment for multiple products. The products were then grouped according to the simulated results by statistical analysis. A decision tree was applied to find the critical demand pattern factors that determined the product groups. An appropriate DPBM strategy is suggested for each product group. This study uses real demand data for 21 products, provided by a wafer foundry company located in Taiwan, to demonstrate the feasibility and effectiveness of the proposed method. The results show that it is possible to determine whether a product is suitable for DPBM strategy application after analyzing only its historical demand data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBuffer management. =650 \0$aTheory of constraint. =650 \0$aSemiconductor industry$xEmployees$xHealth and hygiene. =650 \0$aIntegrated circuits industry$xEmployees$xHealth and hygiene. =650 \0$aComputer industry$xEmployees$xHealth and hygiene. =650 14$aDemand pattern. =650 24$aTheory of constraint. =650 24$aDemand-pull replenishment strategy. =650 24$aBuffer management. =700 1\$aChang, Kuei-Hu,$eauthor. =700 1\$aLei, Yi-Chieh,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120146.htm =LDR 03609nab a2200493 i 4500 =001 JTE11349J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11349J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11349J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aCC79.E85 =082 04$a930.1$223 =100 1\$aMunro, RG.,$eauthor. =245 10$aMaterial Specifications of Advanced Ceramics and Other Issues in the Use of Property Databases with Corrosion Analysis Models /$cRG. Munro. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe growing interest in linking analysis models with distributed materials property databases gives rise to new database design requirements. This paper discusses the conditions encountered in the modeling of the corrosion of a ceramic material as a time-dependent phenomenon. In the corrosion of ceramics, numerous distinct contributing processes occur in different regions of the specimen simultaneously. These different regions usually have different compositions, native microstructures, and environmentally intrusive agents. Both predictive modeling efforts and post-test diagnostic analyses, therefore, require chemical and physical property data that are related to the specific material substructures. There are significant problems in the practice of representing such information in general-purpose materials property databases. The essential issues pertain to the form of the representation, the accessibility of the data, and the uniqueness of the value set. This paper addresses these issues in the context of a multipurpose database into which access is needed by an automated, external, analysis program. The corrosion of silicon carbide is used as a prototypic case in discussing the standards for the database, the expectations of the user, and the implications of the practical design of the property database. It is concluded that the required analysis tools include the model with constraints on the material and the environment, a property database that distinguishes the material's substructure types and locations, a reactions database for all significantly reacting species in the system, and an expert system interface to assess the performance level options available by means of the property data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCeramics. =650 \0$aDatabase. =650 \0$aCorrosion. =650 \0$aMaterials specification. =650 \0$aCeramics$vAnalysis. =650 14$aCeramics. =650 24$aCorrosion. =650 24$aDatabase. =650 24$aMaterials specification. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11349J.htm =LDR 02802nab a2200529 i 4500 =001 JTE11344J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11344J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11344J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.T46 =082 04$a721/.0449$223 =100 1\$aMahajan, SJ.,$eauthor. =245 10$aEvaluation of the Fibrillation Behavior of Oriented Polymer Tapes Using a Tensile Test Method /$cSJ. Mahajan, BL. Deopura. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aFibrillation (axial splitting) of uniaxially oriented, thin tapes of polyolefin polymers critically affects the production rates and quality of woven sack fabric. A test method based on tensile testing of the twisted tape is described that will prove useful to monitor the day-to-day routine testing of tapes for fibrillation behavior. The test method lends itself to standardization for use in commercial laboratories, requiring simple sample preparation and apparatus. For the general procedure, fibrillation strength of the large number of tapes of various molecular orientation indices were measured using the proposed test method. The results obtained show a good correlation between the molecular orientation index and fibrillation strength of tapes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPolymer tapes. =650 \0$aFibrillar structure. =650 \0$aFibrillation behavior. =650 \0$aFibrillation strength. =650 \0$aMolecular orientation. =650 \0$aTensile architecture. =650 14$aPolymer tapes. =650 24$aMolecular orientation. =650 24$aFibrillation behavior. =650 24$aFibrillar structure. =650 24$aFibrillation strength. =700 1\$aDeopura, BL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11344J.htm =LDR 03185nab a2200529 i 4500 =001 JTE11340J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11340J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11340J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5415.153 =082 04$a658.5$223 =100 1\$aLeung, CKY,$eauthor. =245 10$aMixed Mode Fiber Pull-Out Equipment :$bApplications and Results /$cCKY Leung, YP. Geng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aCrack propagation in fiber reinforced composites is governed by bridging stresses provided by fibers along the crack. To predict the behavior of fiber reinforced structural components under general loading conditions (where mixed mode crack propagation is possible), the normal and shear stresses acting on a crack need to be obtained as a function of crack opening and shearing displacements. In this investigation, a mixed mode fiber pull-out equipment is developed to measure both the normal and shearing bridging forces as a fiber is being pulled and sheared. With slight modifications, the setup can also be employed to study the effect of lateral stresses on fiber pull-out. To demonstrate the applicability of the novel equipment, pull-out tests were carried out with steel fiber reinforced mortar specimens. Experimental results indicate: 1) high sensitivity of fiber pull-out behavior to lateral stresses; 2) dependence of both normal and shear bridging forces on crack opening as well as shearing displacements; and 3) dependence of crack bridging forces on crack opening/shearing displacement history. These experimental observations provide new insights and challenges to the micromechanical modeling of fiber composites. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMixed mode. =650 \0$aCrack growth. =650 \0$aFiber pull-out. =650 \0$aMicromechanical modeling. =650 \0$aComposites. =650 \0$aComposite materials. =650 14$aComposites. =650 24$aFiber pull-out. =650 24$aMicromechanical modeling. =650 24$aMixed mode. =650 24$aCrack growth. =700 1\$aGeng, YP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11340J.htm =LDR 02901nab a2200577 i 4500 =001 JTE11345J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11345J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11345J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1185 =082 04$a671.5/3$223 =100 1\$aAstakhov, VP.,$eauthor. =245 10$aStatistical Design of Experiments in Metal Cutting-Part One :$bMethodology /$cVP. Astakhov, MOM Osman, M. Al-Ata. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aA comprehensive analysis of the statistical design of experiments and its application in metal-cutting studies is carried out. This subject is treated in two parts. The main concern of Part 1 is the design methodology. The applied aspects of the design such as the basic requirements to the criterion of effectiveness, factors selection, and mathematical model formulation were considered. Special attention is paid to the pre-process decisions. A 23 factorial experiment, complete block was chosen as the basic type of the design of experiments in metal cutting. The basic properties of this type of design were considered. It is shown that the design of experiments requires that special attention be give to the accuracy of the experimentations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDesign matrix. =650 \0$aFactor levels. =650 \0$aMetal cutting. =650 \0$aMathematical model. =650 \0$aDesign of experiments. =650 \0$aRegression coefficients. =650 \0$aMetalcutting. =650 14$aDesign of experiments. =650 24$aMetal cutting. =650 24$aParameter of optimization. =650 24$aDesign matrix. =650 24$aFactor levels. =650 24$aMathematical model. =650 24$aRegression coefficients. =700 1\$aOsman, MOM,$eauthor. =700 1\$aAl-Ata, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11345J.htm =LDR 03012nab a2200613 i 4500 =001 JTE11342J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11342J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11342J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aFortes, CJFO,$eauthor. =245 12$aA Modified Normalization Method for Developing J-R and CTOD-R Curves with the LMN Function /$cCJFO Fortes, FL. Bastian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aA direct method for obtaining J-R curves and ?-R curves from load-crack mouth opening displacement data is proposed. The method uses the direct method proposed by Landes, Herrera, Zhou, and Lee, based on the geometric normalization suggested by Ernst for deeply cracked bend specimens, to develop calibration curves that relate load, crack mouth opening displacement, and crack length. Given two of these parameters, the third can be calculated from the calibration curves. These curves are developed by assuming a power law plus a straight line functional form with unknown L, M, and N constants and evaluating the unknowns at three calibration points in the test. The method is studied for a HY-80 steel for four test temperatures and 50 mm-width, 25 mm-thickness side-notched single-edge bend specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-R curve. =650 \0$aKey curve. =650 \0$aJ-integral. =650 \0$aHY-80 steel. =650 \0$aLMN Function. =650 \0$aFracture toughness. =650 \0$aNormalization method. =650 \0$aElastic-plastic fracture. =650 \0$aFracture mechanics. =650 14$aElastic-plastic fracture. =650 24$aJ-integral. =650 24$aFracture toughness. =650 24$aJ-R curve. =650 24$a?-R curve. =650 24$aKey curve. =650 24$aNormalization method. =650 24$aLMN Function. =650 24$aHY-80 steel. =700 1\$aBastian, FL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11342J.htm =LDR 02549nab a2200613 i 4500 =001 JTE11339J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11339J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11339J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH1092 =082 04$a628.9222$223 =100 1\$aO'Connor, DJ.,$eauthor. =245 12$aA Methodology for the Fire Resistance Testing of Structural Components at Reduced Scale /$cDJ. O'Connor, B. Morris, GWH Silcock. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThe full scale fire resistance test forms the basis of acceptance of structural integrity in fire. However, such tests are too expensive to provide more than a limited amount of test data of parametric significance as a means of fully exploring a width of structural responses, required for research purposes as underpinning to the formulation of design guidance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteel. =650 \0$aModels. =650 \0$aConcrete. =650 \0$aBrickwork. =650 \0$aHeat transfer. =650 \0$aThermal analysis. =650 \0$aStructural testing. =650 \0$aFire testing. =650 \0$aFire protection engineering. =650 14$aFire testing. =650 24$aStructural testing. =650 24$aModels. =650 24$aBrickwork. =650 24$aConcrete. =650 24$aSteel. =650 24$aHeat transfer. =650 24$aThermal analysis. =700 1\$aMorris, B.,$eauthor. =700 1\$aSilcock, GWH,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11339J.htm =LDR 02996nab a2200577 i 4500 =001 JTE11341J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11341J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11341J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aPascual, FG.,$eauthor. =245 10$aAnalysis of Fatigue Data with Runouts Based on a Model with Nonconstant Standard Deviation and a Fatigue Limit Parameter /$cFG. Pascual, WQ. Meeker. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe fatigue-limit model studied here contains an unknown fatigue limit parameter. Under this model, specimens tested below this fatigue-limit level of stress will never fail. The model also allows the standard deviation of fatigue life to be a function of stress. Researchers can use this model to describe the standard deviation and stress dependence in fatigue data. To illustrate its application, we use maximum likelihood methods to fit the model to fatigue data on a nickel base superalloy. Modern statistical methods based on likelihood ratio provide confidence intervals for the fatigue limit parameter. We also study the effect that test length has on estimation by analyzing simulated data sets based on this model. Through this simulation study, we gain insight into practical test lengths for future fatigue experiments. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRunouts. =650 \0$aFatigue data. =650 \0$aFatigue limit. =650 \0$aFatigue curves. =650 \0$aFatigue life distribution. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFatigue curves. =650 24$aFatigue data. =650 24$aFatigue life distribution. =650 24$aFatigue limit. =650 24$aMaximum likelihood methods. =650 24$aNonconstant standard deviation. =650 24$aRunouts. =700 1\$aMeeker, WQ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11341J.htm =LDR 03496nab a2200613 i 4500 =001 JTE11343J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11343J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11343J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ175 =082 04$a501$223 =100 1\$aWang, JC-M,$eauthor. =245 10$aConsensus Values and Reference Values Illustrated by the Charpy Machine Certification Program /$cJC-M Wang, JD. Splett. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aWe present an overview of consensus values and reference values for various situations and apply the computational methods to data from the Charpy machine certification program administered by the National Institute of Standards and Technology. Candidate Charpy machines are certified by comparing a reference value to the average of a set of verification specimens measured by the candidate machine. Currently, the reference value is the average of three averages observed for measurements taken using three Charpy reference machines. However, the simple average, which does not account for differences among reference machines, may not be the optimal method of computing the reference value for every situation. We describe four different methods based on the simple average, the average weighted by sample size, the weighted average that takes into account machine differences, and the weighted average when machine biases are known, for computing the consensus value and its uncertainty. We also present two methods for computing reference values using weighted and unweighted averages. The techniques and recommendations described in the paper are applicable to consensus value and reference value problems in general. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImpact testing. =650 \0$aConsensus value. =650 \0$aReference value. =650 \0$aWeighted averages. =650 \0$aNotched-bar testing. =650 \0$aReference specimens. =650 \0$aVariance components. =650 \0$aPendulum impact machines. =650 \0$aPendulum. =650 14$aConsensus value. =650 24$aReference value. =650 24$aWeighted averages. =650 24$aVariance components. =650 24$aNotched-bar testing. =650 24$aReference specimens. =650 24$aCharpy machine certification program. =650 24$aPendulum impact machines. =650 24$aImpact testing. =700 1\$aSplett, JD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11343J.htm =LDR 02470nab a2200469 i 4500 =001 JTE11347J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11347J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11347J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aPN1992.77.C75I58 =082 04$a791.4575$223 =100 1\$aGragg, CE.,$eauthor. =245 10$aComputerized Chemical Structural Information (CSI) and Associated Data :$bA Study of Computerized CSI Pathways Used by Synthesis Chemists, and Recommendations for Guidelines /$cCE. Gragg. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aSynthetic chemists are confronted with an array of computerized chemical structure drawing packages, chemical database packages, and chemical spreadsheets for organizing data. Software that is task-oriented has become available. Integration of two or more tasks in one software package is possible. For example, it is possible to draw a chemical structure suitable for inclusion in a printed document, and also use the same structure as an on-line search query. Pathways that are followed by synthetic chemists include the. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aChemical software. =650 \0$aChemical synthesis. =650 \0$aCSI: crime scene investigation (Television program) =650 14$aChemical structural information. =650 24$aCSI. =650 24$aChemical synthesis. =650 24$aChemical software. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11347J.htm =LDR 03176nab a2200589 i 4500 =001 JTE11346J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11346J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11346J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aH61.25 =082 04$a519.5/36$223 =100 1\$aAstakhov, VP.,$eauthor. =245 10$aStatistical Design of Experiments in Metal Cutting-Part Two :$bApplications /$cVP. Astakhov, MOM Osman, M. Al-Ata. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aIn the first part of this paper, a comprehensive analysis of the statistical design of experiments was made, and a design methodology was presented. The applied aspects of the design, such as the basic requirements to the criterion of effectiveness, factor selection, and mathematical model formulation, were considered. A 23 factorial experiment was chosen as the basic type of the design of experiments in metal cutting. In this paper, the practical aspects of using the proposed methodology in metal cutting experiments are examined. BTA deep-hole drilling is studied, as an example, using the design of experiments. The influence of cutting speed, feed, and cutting fluid flow rate on the machined holes roughness and roundness is studied using a 23 factorial experiment, complete block. In order to study the tool life and the cutting forces, logarithmic coordinate transformations of the regression equation in Taylor form are proposed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTool life. =650 \0$aMathematical model. =650 \0$aRegression equation. =650 \0$aStatistical analysis. =650 \0$aRoughness and roundness. =650 \0$aCutting force components. =650 \0$aRegression analysis. =650 14$aStatistical design of experiments. =650 24$aRegression equation. =650 24$aBTA deep hole drilling. =650 24$aMathematical model. =650 24$aStatistical analysis. =650 24$aRoughness and roundness. =650 24$aTool life. =650 24$aCutting force components. =700 1\$aOsman, MOM,$eauthor. =700 1\$aAl-Ata, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11346J.htm =LDR 02653nab a2200529 i 4500 =001 JTE11350J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11350J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11350J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aChen, X.,$eauthor. =245 10$aEffect of Preloading on the Strength of Soda-Lime Glass /$cX. Chen, M. Matsumura. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aStatic fatigue and bending experiments were carried out on as-cut soda-lime glass to investigate the effect of preloading on the residual strength. Ambient air or semi-controlled dry air was used for the preloading. The results show that preloading increases both the static fatigue life and bending strength. The static fatigue life increases with preloading load, and is longer after preloading in air than in dry air. In bending tests, the bending strength increases with preloading time. The improvements of the strength of glass by preloading are interpreted as stress enhanced aging. Two dominant mechanisms for aging, the crack blunting model and stress release model, were examined by using the present experimental results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAging. =650 \0$aFracture. =650 \0$aStatic fatigue. =650 \0$aSoda-lime glass. =650 \0$aCracking blunting. =650 \0$aFracture mechanics. =650 14$aSoda-lime glass. =650 24$aAging. =650 24$aFracture. =650 24$aCracking blunting. =650 24$aStatic fatigue. =700 1\$aMatsumura, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11350J.htm =LDR 02026nab a2200469 i 4500 =001 JTE11351J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11351J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11351J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.T46 =082 04$a721/.0449$223 =100 1\$aArbel, A.,$eauthor. =245 10$aEstimating Creep Rates During Tensile Cyclic Loading /$cA. Arbel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aA new form is formulated and presented graphically for estimating creep rates during sinusoidal cyclic loading of materials which obey Norton's creep power law. Also, a new closed form expression is derived and presented graphically for the average creep strain rate during ramp-type cyclic loading. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aCyclic. =650 \0$aCreep rate. =650 \0$aTensile architecture. =650 14$aCreep. =650 24$aCyclic. =650 24$aCreep rate. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11351J.htm =LDR 03964nab a2200601 i 4500 =001 JTE11348J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11348J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11348J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD1060 =082 04$a628.1/68$223 =100 1\$aAung, SU.,$eauthor. =245 13$aAn Expert Infobase System for Tracing Hazardous Materials in Engineering Documents and System Requirements for Materials Information Standardization /$cSU. Aung, T. Barbara. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThe Hazardous Waste Minimization (HAZMIN) Infobase has a Navy Aviation Depot's maintenance directives and processing procedures in digitized text and graphics files. It is important that all chemicals that are restricted in some manner by state and federal environmental and safety regulations are identified in the materials that are specified within the processing documents, by shop (work area), and to the level of the ingredients that make up the materials in use. Described will be how, by using the HyGEN Expert Infobase System technology and appropriate methodology, an audit trail for state and federal safety- and environmentally-restricted materials can be established against engineering and material documentations. The Expert Infobase system is an integration of infobase, database, and rule-based expert systems. HyGEN software can synergistically integrate a select set of off-the-shelf PC software and can provide the system with relational capabilities such as database to text and vice versa, in addition to the common database to database. Also, there are database or text to graphics cross-relating capabilities. The system can possess similar properties as those of the object-oriented programming technology. These capabilities can furthermore be synergized to successfully design and automatically manage complex information structures such as with repeating data groups nesting within another level of repeating data group. Also described will be the organizing approaches for viewing information from several perspectives yet using the same basic information set. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInfo structure. =650 \0$aSemantic networking. =650 \0$aASCII code limitations. =650 \0$aExpert infobase system. =650 \0$aLookup indexing engine. =650 \0$aSearch indexing engine. =650 \0$aHazardous wastes$xManagement. =650 \0$aWaste minimization. =650 14$aMaterials information standardization. =650 24$aHazardous waste minimization. =650 24$aEnvironmentally restricted materials. =650 24$aInfo structure. =650 24$aASCII code limitations. =650 24$aExpert infobase system. =650 24$aSearch indexing engine. =650 24$aLookup indexing engine. =650 24$aSemantic networking. =700 1\$aBarbara, T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11348J.htm =LDR 02329nab a2200553 i 4500 =001 JTE11021J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11021J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11021J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA1226 =082 04$a615.902$223 =100 1\$aIsmail, MI.,$eauthor. =245 10$aBasic Principles of Contaminant Transfer Modeling /$cMI. Ismail. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aTransport processes of contaminants in soil and ground-water are dependent on the aqueous chemistry and soil/water characteristics. The mathematical formulations for the study of such processes are presented with particular reference to contaminants that are immiscible with water. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGroundwater. =650 \0$aContamination. =650 \0$aTransport phenomena. =650 \0$aMathematical modelling. =650 \0$aEnvironmental pollution. =650 \0$aEnvironmentalPollution. =650 \0$aEnvironmentalHealth. =650 \0$aEnvironmentalPollutants$xadverse effects. =650 14$aMathematical modelling. =650 24$aTransport phenomena. =650 24$aEnvironmental pollution. =650 24$aSoil. =650 24$aGroundwater. =650 24$aContamination. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11021J.htm =LDR 03297nab a2200577 i 4500 =001 JTE11018J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11018J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11018J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRB150.F37 =082 04$a616/.0478$223 =100 1\$aEllis, JR.,$eauthor. =245 10$aResults of an Interlaboratory Fatigue Test Program Conducted on Alloy 800H at Room and Elevated Temperatures /$cJR. Ellis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aA number of difficulties were encountered in early low cycle fatigue tests conducted at General Atomic Company (GAC). The experimental approach adopted for this work involved the use of electro-hydraulic test systems, hour-glass geometry specimens, diametral extensometers, and axial strain computers. Attempts to identify possible problem areas with this approach were complicated by the lack of reliable data for the particular heat of Alloy 800H under investigation. The method adopted to resolve this difficulty was to generate definitive test data in an Interlaboratory Fatigue Test Program. The laboratories participating in the program were Argonne National Laboratory, Battelle Columbus, Mar-Test, and NASA-Lewis. Fatigue tests were conducted on both solid and tubular specimens at temperatures of 20, 593, and 760°C and at strain ranges of 2.0, 1.0, and 0.5%. It was concluded that the subject test method can, under certain circumstances, produce fatigue data which are seriously in error. As a result, this approach subsequently was abandoned at GAC in favor of parallel gage length specimens and axial extensometers. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTest method. =650 \0$aHigh temperature. =650 \0$aLow-cycle fatigue. =650 \0$aAxial strain computer. =650 \0$aDiametral extensometer. =650 \0$aDiscontinuous yielding. =650 \0$aFatigue. =650 \0$aChronic fatigue syndrome. =650 14$aLow-cycle fatigue. =650 24$aHigh temperature. =650 24$aTest method. =650 24$aDiametral extensometer. =650 24$aAxial strain computer. =650 24$aSpecimen geometry effects. =650 24$aDiscontinuous yielding. =650 24$aAlloy 800H. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11018J.htm =LDR 01752nab a2200409 i 4500 =001 JTE11023J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11023J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11023J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.5 =082 04$a624.1/51$223 =100 1\$aPerry, CC.,$eauthor. =245 10$aDiscussion of :$b"Determination of Calibration Constants for Hole Drilling Technique Using Special Strain Gage Rosette" /$cCC. Perry. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSoil penetration test$xEquipment and supplies$xCalibration. =650 \0$aDrilling and boring machinery$xTesting. =650 \0$aEnergy transfer. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11023J.htm =LDR 02577nab a2200565 i 4500 =001 JTE11020J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11020J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11020J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.T5 =082 04$a624.1/76$223 =100 1\$aMark-Markowitch, M.,$eauthor. =245 10$aExperience with a Digitized Instrumented Impact Testing System /$cM. Mark-Markowitch, Y. Rosenthal, G. Adam. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThis paper describes a simple and inexpensive way of upgrading an analog instrumented impact testing machine by digitizing its output and connecting it to a computer. The instrumentation, calibration, and set-up procedures as well as a software package for data acquisition and analysis, which was locally developed, are described. Some typical results of impact tests are given, and the improvement in the overall performance of the digital setup is demonstrated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aComputer. =650 \0$aDigitizer. =650 \0$aImpact testing. =650 \0$aData acquisition. =650 \0$aComposite materials in automobiles. =650 \0$aGlass fibers$xTesting. =650 \0$aImpact. =650 \0$aReinforced plastics$xTesting. =650 \0$aThin-walled structures$xTesting. =650 14$aImpact testing. =650 24$aDigitizer. =650 24$aData acquisition. =650 24$aComputer. =700 1\$aRosenthal, Y.,$eauthor. =700 1\$aAdam, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11020J.htm =LDR 02461nab a2200541 i 4500 =001 JTE11022J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11022J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11022J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA1 =082 04$a004$223 =100 1\$aEichhorn, RM.,$eauthor. =245 10$aComputerization of the NBS Smoke Chamber with a Microcomputer and an A/D Converter /$cRM. Eichhorn, WL. Barrow, DA. Davis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe most common and popular way to determine the amount of smoke generated during combustion of materials, including electrical insulations, is to measure the decrease in light transmission due to the accumulation of smoke in a closed chamber. The test equipment most used for this purpose today is the commercially available NBS Smoke Density Chamber. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOptical density. =650 \0$aSmoke obscuration index. =650 \0$aSpecific optical density. =650 \0$aMicrocomputerworkstations$vPeriodicals. =650 \0$aMicrocomputerworkstations. =650 14$aASTM E662. =650 24$aAnalog-to-digital converter. =650 24$aNBS Smoke Density Chamber. =650 24$aOptical density. =650 24$aSpecific optical density. =650 24$aSmoke obscuration index. =700 1\$aBarrow, WL.,$eauthor. =700 1\$aDavis, DA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11022J.htm =LDR 02201nab a2200481 i 4500 =001 JTE11025J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11025J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11025J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP490 =082 04$a621.56$223 =100 1\$aPurtscher, PT.,$eauthor. =245 10$aAbsence of Stretch Zones in Austenitic Stainless Steels Fractured at Cryogenic Temperatures /$cPT. Purtscher. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aStretch zones are normally observed on the surface of fracture toughness specimens that break in a ductile manner. However, no stretch zones were observed in the scanning electron microscope on the ductile fracture surfaces of austenitic stainless steels broken in accordance with ASTM E 813 procedure at cryogenic temperatures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStretch zone. =650 \0$aDuctile fracture. =650 \0$aCryogenic properties. =650 14$aStretch zone. =650 24$aFracture toughness testing. =650 24$aDuctile fracture. =650 24$aAustenitic stainless steel. =650 24$aCryogenic properties. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11025J.htm =LDR 03471nab a2200661 i 4500 =001 JTE11019J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11019J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11019J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.84 =082 04$a620.1/127$223 =100 1\$aShimomura, K.,$eauthor. =245 10$aEvaluation of Intergranular Fracture Initiation in Transition Region of Retired Steam Turbine Rotor Steel Using Small Specimens and the Acoustic Emission Technique /$cK. Shimomura, T. Shoji, H. Takahashi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aFracture toughness tests were performed at 150°C in the transition region for a Cr-Mo-V steel using four different sizes of compact tension specimens and with the use of the acoustic emission (AE) technique. Two fracture toughness parameters were obtained to evaluate the intergranular mode fracture toughness: one is the critical fracture toughness of KJC calculated from Jc, the other is a fracture toughness of KJAE characterized by the onset of microscopic pop-in cracking determined by AE. The values of KJC and KJAE of the smaller specimens show a great deal of scatter. Combining the fractographic studies, the source of toughness scatter is discussed in terms of the loss of plastic constraint. The results show that the lower bound values of KJAE in the smaller specimen sizes are coincident with a valid fracture toughness, KIC(AE), of the large specimen. An accurate evaluation of the intergranular mode fracture toughness is also discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-integral. =650 \0$aSize effect. =650 \0$aBrittle fracture. =650 \0$aAcoustic emission. =650 \0$aCleavage fracture. =650 \0$aFracture toughness. =650 \0$aIntergranular fracture. =650 \0$aDuctile tearing fracture. =650 \0$aElastic-plastic fracture. =650 \0$aAcousticemission. =650 \0$aAcousticemissiontesting. =650 14$aBrittle fracture. =650 24$aElastic-plastic fracture. =650 24$aFracture toughness. =650 24$aJ-integral. =650 24$aDuctile-brittle transition. =650 24$aSize effect. =650 24$aCleavage fracture. =650 24$aIntergranular fracture. =650 24$aDuctile tearing fracture. =650 24$aAcoustic emission. =700 1\$aShoji, T.,$eauthor. =700 1\$aTakahashi, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11019J.htm =LDR 02315nab a2200529 i 4500 =001 JTE11024J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11024J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11024J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aHerrera, R.,$eauthor. =245 12$aA Simple Method for Fatigue Precracking Specimens for Fracture Mechanics Tests /$cR. Herrera, HD. Mejias, EA. Stocchi, LA. de Vedia. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aThe most time-consuming part of fracture mechanics testing is often the fatigue precracking of test specimens. This technical note describes the design and operation of a newly developed simple machine for precracking compact and bend specimens by a quick and inexpensive method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBend specimens. =650 \0$aCompact specimens. =650 \0$aFatigue precracking. =650 \0$aFracture mechanics. =650 \0$aStructural dynamics. =650 14$aFracture mechanics. =650 24$aFatigue precracking. =650 24$aCompact specimens. =650 24$aBend specimens. =700 1\$aMejias, HD.,$eauthor. =700 1\$aStocchi, EA.,$eauthor. =700 1\$ade Vedia, LA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11024J.htm =LDR 02452nab a2200601 i 4500 =001 JTE10920J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10920J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10920J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTT916 =082 04$a745.5$223 =100 1\$aFrenkel, H.,$eauthor. =245 10$aEffects of Dispersion and Swelling on Soil Hydraulic Conductivity /$cH. Frenkel, JD. Rhoades. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThe mechanisms of clay mineral dispersion and swelling, their effects on soil hydraulic conductivity, and their relevance to piping failures of earth-filled dams are discussed. It is concluded that clay dispersion could initiate piping failures of earthen dams. A method is recommended for evaluating the susceptibility of soil materials to disperse. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aClays. =650 \0$aSwelling. =650 \0$aDispersions. =650 \0$aDam failures. =650 \0$aPiping failures. =650 \0$aSoil permeability. =650 \0$aHydraulic conductivity. =650 \0$aClay. =650 \0$aDough. =650 \0$aModeling. =650 14$aClays. =650 24$aDispersions. =650 24$aSwelling. =650 24$aSoil permeability. =650 24$aDam failures. =650 24$aPiping failures. =650 24$aHydraulic conductivity. =700 1\$aRhoades, JD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10920J.htm =LDR 03171nab a2200709 i 4500 =001 JTE10922J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10922J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10922J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.T54 =082 04$a669/.7322$223 =100 1\$aWitzke, WR.,$eauthor. =245 10$aComparison of Equivalent Energy and Energy Per Unit Area (¯W/A) Data with Valid Fracture Toughness Data for Iron, Aluminum, and Titanium Alloys /$cWR. Witzke, JR. Stephens. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aSmall specimens cut from large test specimens that had provided valid plane strain fracture toughness value KIc measurements were tested in slow bending at 25 and -196°C. The resulting load deflection curves were interpreted by the equivalent energy technique and two variations of the energy per unit area technique. The small specimen fracture toughness values resulting from all three methods produced good correlations with the valid, large specimen KIc values for the two test temperatures. For screening purposes the subsize specimen tests were considered to provide a relatively simple and reasonable estimate of the KIc of a material. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aCryogenic. =650 \0$aBend tests. =650 \0$aCorrelations. =650 \0$aAluminum alloys. =650 \0$aTitanium alloys. =650 \0$aEquivalent energy. =650 \0$aFracture strength. =650 \0$aPrecracked Charpy. =650 \0$aSubsize specimens. =650 \0$aElastic properties. =650 \0$aElastic-plastic strain. =650 \0$aTitanium. =650 \0$aTitaniumalloys. =650 14$aFracture strength. =650 24$aBend tests. =650 24$aElastic properties. =650 24$aCorrelations. =650 24$aPrecracked Charpy. =650 24$aSubsize specimens. =650 24$aElastic-plastic strain. =650 24$aEquivalent energy. =650 24$aCryogenic. =650 24$aSteels. =650 24$aAluminum alloys. =650 24$aTitanium alloys. =700 1\$aStephens, JR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10922J.htm =LDR 02614nab a2200529 i 4500 =001 JTE10914J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10914J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10914J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN690 =082 04$a669/.94$223 =100 1\$aAndrews, CW.,$eauthor. =245 10$aVolume Fraction Determination in Cast Superalloys and Directionally Solidified Eutectic Alloys by a New Manual Point Count Practice /$cCW. Andrews. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aVolume fraction of a constituent or phase was estimated in six specimens of conventional and directionally solidifed eutectic alloys in accordance with ASTM Recommended Practice for Determining Volume Fraction by Systematic Manual Point Count (E 562-76). Volume fractions determined ranged from 0.086 to 0.36, and with one exception the 95% relative confidence limits were approximately 10% of the determined volume fractions. Since the confidence limit of 10%, which had been arbitrarily chosen previously, was achieved in all but one case, this application of Recommended Practice E 562-76 was considered successful. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEutectics. =650 \0$aNickel alloys. =650 \0$aVolume fraction. =650 \0$aManual point count. =650 \0$aEutecticalloys. =650 \0$aSolidification. =650 \0$aAlliages eutectiques. =650 14$aVolume. =650 24$aEutectics. =650 24$aNickel alloys. =650 24$aVolume fraction. =650 24$aManual point count. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10914J.htm =LDR 03383nab a2200637 i 4500 =001 JTE10913J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10913J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10913J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aUD483 =082 04$a356/.166/0973$223 =100 1\$aMercer, TT.,$eauthor. =245 10$aRespirable Fraction of Airborne Dust :$bQuantitative Descriptions, Formal Definitions, and Performance Characteristics of Samplers Matched to Them /$cTT. Mercer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b51 =520 3\$aA rational system for monitoring atmospheres suspected of containing insoluble toxic particles requires a method that will provide a sample in which all particles are represented in proportion to their "respirable fraction," that is, in proportion to the probability that they would be deposited in the nonciliated region of the lung, if inhaled by an average man. Various organizations concerned with occupational health have advanced formal definitions of respirable fraction, and samplers operating in accordance with those definitions are widely used for both personal and general area monitoring. In this discussion, quantitative descriptions of respirable fraction, the formal definitions derived from them, and the performance characteristics of respirable fraction samplers are reviewed. The samplers are shown to perform adequately for their respective definitions, but in general the definitions themselves significantly overestimate respirable fraction as determined from recent experimental data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCyclones. =650 \0$aRespiration. =650 \0$aContaminants. =650 \0$aOccupational health. =650 \0$aRespirable fraction. =650 \0$aHorizontal elutriators. =650 \0$aIndustrial atmospheres. =650 \0$aLung deposition models. =650 \0$aRespirable dust samplers. =650 \0$aAirborneCorps. =650 \0$aAirborneDivision. =650 \0$aAirborne Dust. =650 14$aContaminants. =650 24$aRespiration. =650 24$aIndustrial atmospheres. =650 24$aOccupational health. =650 24$aRespirable fraction. =650 24$aLung deposition models. =650 24$aRespirable dust samplers. =650 24$aCyclones. =650 24$aHorizontal elutriators. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10913J.htm =LDR 02723nab a2200613 i 4500 =001 JTE10915J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10915J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10915J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aPZ73 =082 04$a813/.54$223 =100 1\$aServer, WL.,$eauthor. =245 10$aImpact Three-Point Bend Testing for Notched and Precracked Specimens /$cWL. Server. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aTesting and data analysis procedures developed from a recently completed fracture toughness testing program on ferritic nuclear pressure vessel steels are presented. These procedures describe the measurement of dynamic fracture toughness at stress intensification rates near 105 MPa?m/s using instrumented impact testing of three-point bend specimens. These procedures have been submitted to several ASTM task groups, and it is hoped that these guidelines will be incorporated into current and future interlaboratory activities eventually leading to a standard method for testing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompliance. =650 \0$aJ integral. =650 \0$aProcedures. =650 \0$aImpact tests. =650 \0$aInertia loads. =650 \0$aCrack propagation. =650 \0$aFrequency response. =650 \0$aFractures (materials) =650 \0$aFractures. =650 \0$aHospitals. =650 \0$aMedical care. =650 14$aCrack propagation. =650 24$aFractures (materials) =650 24$aImpact tests. =650 24$aProcedures. =650 24$aCompliance. =650 24$aJ integral. =650 24$aInertia loads. =650 24$aFrequency response. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10915J.htm =LDR 02845nab a2200577 i 4500 =001 JTE10918J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10918J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10918J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP1117 =082 04$a303.48/3$223 =100 1\$aGauvin, R.,$eauthor. =245 12$aA New Method of Test for Flexural Fatigue of Plastics /$cR. Gauvin, J-P Trotignon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThe flexural fatigue resistance of plastics as determined by ASTM Test for Flexural Fatigue of Plastics by Constant-Amplitude-of-Force (D 671-71) employs a technique that permits the testing of only a single specimen at a time. By contrast, the test based on constant-amplitude-of-deflection of the specimen proposed in this paper accommodates up to 16 specimens simultaneously, thereby substantially reducing the time required for the test. Constant-amplitude-of-deflection of the specimen is effected by rotation of its builtin end. Experimental data are presented that show that both methods give substantially comparable results for nylon 6/6 and acetal homopolymer. A brief description of the apparatus required for the new test is also given. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aDeflection. =650 \0$aPlastic testing. =650 \0$aFlexural strength. =650 \0$aTesting apparatus. =650 \0$aPlastics. =650 \0$aPlasticsindustry and trade. =650 14$aFlexural strength. =650 24$aPlastics. =650 24$aDeflection. =650 24$aTesting apparatus. =650 24$aPlastic testing. =650 24$aConstant-amplitude-of-force. =650 24$aConstant-amplitude-of-deflection. =650 24$aStresses. =700 1\$aTrotignon, J-P,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10918J.htm =LDR 03006nab a2200553 i 4500 =001 JTE10921J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10921J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10921J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96142$223 =100 1\$aTu, LKL,$eauthor. =245 10$aThreshold Corrosion Fatigue Crack Growth in Steels /$cLKL Tu, BB. Seth. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThe threshold stress intensity factor range ?Kth of three steels was studied in air and steam. Constant load and constant crack opening displacement (COD) tests were conducted by using tension-tension sinusoidal wave function loading. The COD tests were controlled by a high frequency clip-on strain gage. Crack growth rate was measured by both optical and COD compliance techniques and verified by metallographic examination of the broken specimens. The ?Kth value was determined as the asymptote to the best-fit data below a crack growth rate of 2.5 x 10-8 cm/cycle. The ?Kth values were higher in steam than in air. Crack growth rates in air and steam generally crossover or merge in the range of 2.5 x 10-6 to 2.5 x 10-7 cm/cycle; below this range the growth rate is lower in steam than in air. The higher values in steam tests were explained by environmentally assisted crack branching and corrosion products formed at the crack tip after long-time testing at growth rates of less than one lattice spacing per cycle of loading. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteam. =650 \0$aSteels. =650 \0$aCrack branching. =650 \0$aCorrosion fatigue. =650 \0$aCrack propagation. =650 \0$aSteel. =650 \0$aSteel$xMetallurgy. =650 \0$aSteel$xMetallography. =650 14$aCorrosion fatigue. =650 24$aSteels. =650 24$aCrack propagation. =650 24$aSteam. =650 24$aCrack branching. =700 1\$aSeth, BB.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10921J.htm =LDR 02522nab a2200517 i 4500 =001 JTE10916J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10916J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10916J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.17 =082 04$a620.165$223 =100 1\$aBuzzard, RJ.,$eauthor. =245 10$aLoad-Displacement Measurement and Work Determination in Three-Point Bend Tests of Notched or Precracked Specimens /$cRJ. Buzzard, DM. Fisher. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aSuggestions for testing of notched or cracked three-point bend specimens are presented that (1) correct displacement measurement errors resulting from misalignment between the load applicator and specimen; (2) account for coincidental strains not associated with the work of crack extension; (3) simplify record analysis and processing; and (4) extend displacement gage range without sacrifice of sensitivity or accuracy. These testing details are particularly applicable to procedures in which the crack extension force J1 is determined from the work done on the specimen. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWork. =650 \0$aBend tests. =650 \0$aDisplacement. =650 \0$aLoads (forces) =650 \0$aNotchedbar testing. =650 \0$aMetals$xImpact testing. =650 14$aLoads (forces) =650 24$aWork. =650 24$aBend tests. =650 24$aDisplacement. =700 1\$aFisher, DM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10916J.htm =LDR 02801nab a2200625 i 4500 =001 JTE10917J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10917J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10917J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA462 =082 04$a620.1/1223$223 =100 1\$aJonas, O.,$eauthor. =245 10$aTapered Tensile Specimen for Stress Corrosion Threshold Stress Testing /$cO. Jonas. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA new type of specimen for determining stress corrosion threshold stress is described. The specimen has a tapered gage length that provides longitudinal stress distribution with a maximum to minimum stress ratio of 1.85. After a constant load stress corrosion test, the surface of the specimen is inspected and the gage length is longitudinally sectioned. In long-time tests the minimum stress at maximum diameter at which cracking is found approaches the threshold value. Applicability of the specimen has been confirmed by tests of several materials in different environments. The specimen can also be used for the testing of stress-induced pitting. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPitting. =650 \0$aTensile. =650 \0$aTesting. =650 \0$aSpecimen. =650 \0$aStresses. =650 \0$aThreshold. =650 \0$aCrack initiation. =650 \0$aStress corrosion. =650 \0$aStress-induced pitting. =650 \0$aStresscorrosion. =650 \0$aAlloys$xStresscorrosion. =650 14$aStress corrosion. =650 24$aCrack initiation. =650 24$aPitting. =650 24$aStresses. =650 24$aTesting. =650 24$aTensile. =650 24$aThreshold. =650 24$aSpecimen. =650 24$aStress-induced pitting. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10917J.htm =LDR 02660nab a2200481 i 4500 =001 JTE10912J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10912J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10912J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC611.98.C64 =082 04$a537.6/23$223 =100 1\$aMarion, RH.,$eauthor. =245 12$aA Short-Time, High Temperature Mechanical Testing Facility /$cRH. Marion. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aDesign and performance details are given for a facility developed to obtain the mechanical properties of materials under high heating rate or transient temperature conditions and medium strain rates. The system uses self-resistance heating and is applicable to materials possessing electrical resistivities ranging from that of aluminum to that of graphite. Heating rates as high as 2000 K/s in graphite are attained under controlled conditions. Methods of measuring temperature and the effects of expected temperature distributions are discussed. A method for measuring strain during transient temperature conditions to 3000 K is described. Finally, results are presented for the stress-strain behavior of Type 316 stainless steel and ATJ(S) graphite obtained for heating times of few seconds. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMechanical tests. =650 \0$aResistance heating. =650 \0$aHigh temperature tests. =650 \0$aHightemperaturesuperconductivity. =650 \0$aCopper oxide superconductors. =650 14$aHigh temperature tests. =650 24$aMechanical tests. =650 24$aResistance heating. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10912J.htm =LDR 03236nab a2200529 i 4500 =001 JTE10919J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10919J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10919J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a388$223 =100 1\$aDahir, SH.,$eauthor. =245 14$aThe Polishing Characteristics of Common Rock Types Used as Aggregate in Bituminous Pavement Surfaces /$cSH. Dahir, WE. Meyer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aBituminous pavement surfaces constructed with aggregates of different rock types, or of the same rock type but from different sources, often exhibit different friction characteristics under comparable traffic conditions. Rock type, abrasive size, number of wheel passes, and contact pressure between surface and tire have been generally recognized as primary factors that control the polishing process. To investigate the relation of these factors to rock properties, but without bias caused by shape and size of the aggregate or by mix design, flat surfaces of six rock types varying in texture and mineral composition were polished in a laboratory procedure. Silica in eight grades ranging from 5 to 105 ?m was employed as the abrasive in polishing the surfaces with a reciprocating rubber pad apparatus, and different abrasive sizes were used in succession. Contact pressure was normally 15 psi (103 kPa), but was varied in some cases. The polish attained was measured as friction with a pendulum tester after each cyle of 6000 passes of the polishing pad. The results indicate that the susceptibility to polishing increases with the softness and homogeneity of the rocks, the fineness of the abrasive, the number of polishing cycles, and increased contact pressure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPavements. =650 \0$aPolishing. =650 \0$aAggregates. =650 \0$aBituminous pavements. =650 \0$aBituminouspavements. =650 \0$aPavement performance. =650 \0$aSeal coats. =650 14$aPolishing. =650 24$aAggregates. =650 24$aPavements. =650 24$aBituminous pavements. =700 1\$aMeyer, WE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10919J.htm =LDR 02453nab a2200553 i 4500 =001 JTE10729J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10729J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10729J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.1/6/5$223 =100 1\$aLudwigson, DC.,$eauthor. =245 10$aQuantitative Relations Among Measures of Ductility in Planar and Through-Thickness Tension Tests of 12.8-mm-Diameter Specimens /$cDC. Ludwigson, MM. McDonald. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe distribution exponent (DE) is a measure of a material's ability to transfer its inherent ultimate ductility (as measured by reduction of area RA) into practical maximum extension in the direction of forming forces (as measured by elongation, in 50.8 mm [2 in.], EL). The computation, nature, and utility of the distribution exponent are discussed herein. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDuctility. =650 \0$aElongation. =650 \0$aStrain hardening. =650 \0$aReduction of area. =650 \0$aDistribution exponent. =650 \0$aMetals$xDuctility. =650 \0$atension tests. =650 14$aElongation. =650 24$aReduction of area. =650 24$aTension tests. =650 24$aDistribution exponent. =650 24$aStrain hardening. =650 24$aDuctility. =700 1\$aMcDonald, MM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10729J.htm =LDR 02905nab a2200481 i 4500 =001 JTE10726J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10726J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10726J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF1416 =082 04$a658.8/48$223 =100 1\$aDelvin, WL.,$eauthor. =245 10$aAssuring the Quality of Data Through Laboratory Quality Assurance /$cWL. Delvin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aAssuring the quality of data produced by analytical chemistry laboratories is important, not only because analytical chemists have a professional obligation to do so for those using their data, but also because of today's climate of regulations and high public concern over issues involving analytical laboratories.Assurance goes beyond the technical adequacy of methods used to make analyses and the control of the measurement process through calibration and statistical control.It concerns also overall control of operations through various administrative practices.The combination of technical and administrative practices constitutes a quality assurance program that will help assure the quality of data.Such a quality assurance program is described, which is based on nine elements of laboratory quality assurance derived from a nationally established standard on quality assurance.These nine elements are the basis for a new ASTM standard, Standard Guide for Establishing a Quality Assurance Program for Analytical Chemistry Laboratories within the Nuclear Industry (C 1009) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLaboratories. =650 \0$aQuality assurance. =650 \0$aQualityassurance$xStandards. =650 \0$aQualitycontrol$xStandards. =650 \0$aExport marketing. =650 14$aData. =650 24$aQuality assurance. =650 24$aLaboratories. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10726J.htm =LDR 02961nab a2200589 i 4500 =001 JTE10724J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10724J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10724J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH510 =082 04$a574.19/121$223 =100 1\$aSeyfried, PL.,$eauthor. =245 10$aDevelopment of a Multiple Inoculator System for the Identification of Aerobic Heterotrophic Bacteria /$cPL. Seyfried, AM. Pickersgill, LT. Vlassoff, JE. Pagel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aA semi-automated multiple inoculator system was modified and evaluated for use with 25-compartment petri dishes. Twenty-one species of environmental and culture collection bacteria were tested for the following characteristics: nitrate reduction, indole production, methyl red reaction, acid from glucose, gelatin hydrolysis, phenylalanine deaminase, citrate utilization, aesculin hydrolysis, reactions on skim milk agar, arginine dihydrolase, and urea hydrolysis. The agreement between the inoculator system and conventional methods was 90 to 100% for all tests except arginine dihydrolase and urea hydrolysis. The multiple inoculator described was judged a simple and versatile device for the rapid identification of large numbers of bacteria. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRepli dish. =650 \0$aInoculation. =650 \0$aAerobic bacteria. =650 \0$aMultiple inoculator. =650 \0$aHeterotrophic bacteria. =650 \0$aHeterotrophicbacteria. =650 \0$aEnergy Metabolism. =650 \0$aBacteria. =650 14$aBacteria. =650 24$aInoculation. =650 24$aAerobic bacteria. =650 24$aMultiple inoculator. =650 24$aRepli dish. =650 24$aHeterotrophic bacteria. =700 1\$aPickersgill, AM.,$eauthor. =700 1\$aVlassoff, LT.,$eauthor. =700 1\$aPagel, JE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10724J.htm =LDR 02821nab a2200589 i 4500 =001 JTE10733J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10733J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10733J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRB150.F37 =082 04$a616/.0478$223 =100 1\$aSalivar, GC.,$eauthor. =245 10$aFatigue Crack Growth Life Prediction for a Bolthole Specimen Under Constant Amplitude Loading /$cGC. Salivar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aFatigue crack growth life predictions were made for a bolthole specimen geometry as part of an ASTM round robin. Constant amplitude crack growth rate data for 7075-T651 aluminum generated with standard specimens were supplied. A hyperbolic sine model was used to describe these data. Life predictions were made for the bolthole geometry with several maximum stress levels, stress ratios, and initial flaw sizes. Verification tests conducted by the Air Force for a bolthole specimen under these same conditions were used to evaluate the predictive capability of the life prediction model. Very good correlation was observed between the predictions and the test results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAluminum. =650 \0$aPredictions. =650 \0$aFatigue life. =650 \0$aLife prediction. =650 \0$aStress intensity. =650 \0$aCrack propagation. =650 \0$aFracture toughness. =650 \0$aFatigue. =650 \0$aChronicfatiguesyndrome. =650 14$aFatigue life. =650 24$aPredictions. =650 24$aCrack propagation. =650 24$aLife prediction. =650 24$aAluminum. =650 24$aStress intensity. =650 24$aLinear elastic fracture mechanics (LEFM) =650 24$aFracture toughness. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10733J.htm =LDR 02575nab a2200565 i 4500 =001 JTE10730J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10730J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10730J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTG315 =082 04$a624.2$223 =100 1\$aDoig, P.,$eauthor. =245 10$aSingle Specimen Fracture Toughness Testing of Low Strength Steel Plate Using The Direct Current Electrical Potential Method /$cP. Doig, KR. Abbott. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aThe direct current electrical potential method for monitoring of crack length during fracture toughness JIc testing of low strength steels using the crack resistance curve approach is described. The experimental precautions and data processing procedure required for its application are described and discussed. Experimental data obtained from side-grooved, Charpy geometry specimens manufactured from a boiler plate steel are presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aDirect current. =650 \0$aFracture tests. =650 \0$aCrack length measurement. =650 \0$aFracturetests. =650 \0$aStructuraltests. =650 \0$aFiber optics. =650 14$aFracture tests. =650 24$aSteels. =650 24$aDirect current. =650 24$aFracture toughness testing. =650 24$aSingle specimen technique. =650 24$aDirect current potential drop. =650 24$aCrack length measurement. =700 1\$aAbbott, KR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10730J.htm =LDR 02994nab a2200601 i 4500 =001 JTE10728J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10728J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10728J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA654 =082 04$a624.1/76$223 =100 1\$aPadmanabhan, R.,$eauthor. =245 10$aAnalysis of Acoustic Emissions Generated During Stress Corrosion Cracking /$cR. Padmanabhan, N. Suriyayothin, WE. Wood. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aStress corrosion cracking of 300-M steel (Unified Numbering System [UNS] K4420) was monitored using an acoustic emission transducer. Stress corrosion cracking properties were altered through heat treatments and the relationships between the resulting microstructure and acoustic emission responses were studied. Prior austenite grain size exerted the maximum influence on the acoustic emission characteristics. Models were proposed to explain the grain size dependency of emission event peak amplitude and the relationships between crack velocity and the number of counts per event. The number of counts per event was also governed by material constants, applied stress intensity, and threshold level of detection of the acoustic emission system. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFractography. =650 \0$aStress corrosion. =650 \0$aAcoustic emission. =650 \0$aCrack propagation. =650 \0$aAcoustic properties. =650 \0$aHigh strength steels. =650 \0$aFractures (materials) =650 \0$aFluids$xAcousticproperties. =650 \0$aStructural dynamics. =650 14$aAcoustic properties. =650 24$aHigh strength steels. =650 24$aStress corrosion. =650 24$aAcoustic emission. =650 24$aFractures (materials) =650 24$aFractography. =650 24$aCrack propagation. =700 1\$aSuriyayothin, N.,$eauthor. =700 1\$aWood, WE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10728J.htm =LDR 03645nab a2200661 i 4500 =001 JTE10725J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10725J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10725J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRL94 =082 04$a646.727$223 =100 1\$aPellicane, PJ.,$eauthor. =245 10$aComparison of Nailed Joint Test Methods /$cPJ. Pellicane, J. Bodig. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aSix different test configurations were studied to evaluate the effect of test methods on the load-slip behavior of nailed joints. The apparati considered are those used by five researchers in addition to that described in ASTM Method for Testing Mechanical Fasteners in Wood (D 1761). The load-slip parameters evaluated were: first and second cycle secant slip moduli at design load, loads at 0.38- (0.015-) and 2.54-mm (0.100-in.) slip, ultimate load, and slip at ultimate load. These parameters were evaluated for joints nailed with 6d and 8d nails in single shear and interlayer (connector) gaps of zero and 0.51 mm (0.02 in.). Douglas fir lumber and plywood were used as main and side members, respectively. The results indicate that first and second cycle slip moduli are highly sensitive to the test apparatus used. Sensitivity decreases as parameters are taken further along the load-slip record. Beyond 2.54-mm (0.100-in.) slip, no statistically significant differences were found as a result of the methods used. The profound effect of interlayer gap on slip modulus is apparent, while the influence of number of nails used in a specimen is insignificant. Finally, the need for accurate slip measurement and three-point support foundation for test specimens loaded in compression is emphasized. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aNailed joint. =650 \0$aUltimate load. =650 \0$aSecant modulus. =650 \0$aTest apparatus. =650 \0$aNails (fasteners) =650 \0$aJoints (junctions) =650 \0$aSlip at ultimate load. =650 \0$aFirst cycle slip modulus. =650 \0$aNails(Anatomy)$xCare and hygiene. =650 \0$aFoot$xCare and hygiene. =650 \0$aHand$xCare and hygiene. =650 14$aJoints (junctions) =650 24$aNails (fasteners) =650 24$aWood. =650 24$aSecant modulus. =650 24$aFirst cycle slip modulus. =650 24$aSecond cycle slip modulus. =650 24$aNailed joint. =650 24$aSlip at ultimate load. =650 24$aTest apparatus. =650 24$aUltimate load. =700 1\$aBodig, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10725J.htm =LDR 03372nab a2200613 i 4500 =001 JTE10731J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10731J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10731J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTG315 =082 04$a624.2$223 =100 1\$aPutatunda, SK.,$eauthor. =245 10$aDetermination of Fracture Toughness of a Material That Exhibits Pop-In Behavior /$cSK. Putatunda, S. Banerjee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aFracture toughness of a material that undergoes pop-in crack extension was measured in two different heat treated conditions by a new procedure proposed in a recent publication. It is shown in this publication that the new procedure gives a size independent plane strain fracture toughness KIc value in thin and wide specimens prepared from relatively tough material. The present investigation examines the effect of width and the applicability of various approaches to fracture toughness measurement procedures, such as the new procedure, ASTM Test Method for Plane-Strain Fracture Toughness of Metallic Material (E 399), KIc, the ductile fracture toughness value JIc, and the crack growth resistance R curve, to a material that undergoes pop-in crack extension. The results show that whereas the new procedure can give a meaningful, reliable, and size independent fracture toughness even for a material that undergoes pop-in crack extension, the other methods, such as R curve, JIc, Kpop, or ASTM E 399 are inapplicable. The new procedure also shows that the K-KIc approach can be used in specimens whose thickness is 4.5 times less than that required by ASTM E 399. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aKR curve. =650 \0$aJIc curve. =650 \0$aFracture tests. =650 \0$aPop-in behavior. =650 \0$aLow alloy steels. =650 \0$aCrack propagation. =650 \0$aKIc determination. =650 \0$aFracturetests. =650 \0$aStructuraltests. =650 \0$aFiber optics. =650 14$aFracture tests. =650 24$aLow alloy steels. =650 24$aCrack propagation. =650 24$aPop-in behavior. =650 24$aJIc curve. =650 24$aKR curve. =650 24$aMultiple-specimen technique. =650 24$aKIc determination. =700 1\$aBanerjee, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10731J.htm =LDR 03204nab a2200613 i 4500 =001 JTE10732J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10732J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10732J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE205 =082 04$a625.8/028$223 =100 1\$aBayoumi, MR.,$eauthor. =245 10$aDetermination of Fracture Toughness JIc Under Quasi-Static and Dynamic Loading Conditions Using Wedge Loaded Specimens /$cMR. Bayoumi, JR. Klepaczko, M. Nabil Bassim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aA study of the variation of fracture toughness of American Iron and Steel Institute (AISI) 1045 (Unified Numbering System [UNS] G10450) steel in the annealed condition, which exhibits elastic-plastic behavior at the crack tip, with loading rates ranging from quasi-static to dynamic conditions was undertaken. A wedge loaded compact tension (WLCT) specimen geometry was used in both testing conditions. The onset of crack propagation was detected using a strain gage mounted near the crack tip. The fracture parameter JIc decreases by about 50% when the loading rate ?KI increases from 0.5 to about 106 MPa . m½ s-1. The measured values of JIc using WLCT specimens were confirmed from previous data on this material using standardized three-point bending specimens as well as from evaluation of JIc from stretch zone width measurements using scanning electron microscopy of the fracture surface of the WLCT specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ integral. =650 \0$aLoading rate. =650 \0$aStretch zone. =650 \0$aDynamic tests. =650 \0$aFracture tests. =650 \0$aSplit Hopkinson bar. =650 \0$aDynamic toughness testing. =650 \0$aDynamictests. =650 \0$aModulus of elasticity. =650 \0$aCohesive soils. =650 14$aDynamic tests. =650 24$aFracture tests. =650 24$aLoading rate. =650 24$aJ integral. =650 24$aDynamic toughness testing. =650 24$aStretch zone. =650 24$aSplit Hopkinson bar. =700 1\$aKlepaczko, JR.,$eauthor. =700 1\$aNabil Bassim, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10732J.htm =LDR 02823nab a2200541 i 4500 =001 JTE10727J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10727J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10727J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a620.1/127$223 =100 1\$aPapadakis, EP.,$eauthor. =245 10$aAbsolute Measurements of Ultrasonic Attenuation Using Damped Nondestructive Testing Transducers /$cEP. Papadakis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThis paper reviews the method for making absolute ultrasonic attenuation measurements by means of nondestructive testing transducers and liquid buffer columns or solid buffer rods. The principle is that the transducer must be separated from the specimen so that the transducer cannot influence the echoes in the specimen. Then the attenuation coefficient in the specimen and the reflection coefficient at the buffer/specimen interface can be calculated from the amplitudes of the first three echoes in the buffer/specimen system. For absolute measurements, the amplitudes must be corrected for ultrasonic beam spreading (diffraction). The theory of the measurements and the corrections is recapitulated, and experimental examples are given showing the utility of the method. Experimental techniques are also recapitulated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEchoes. =650 \0$aAttenuation. =650 \0$aMeasurement. =650 \0$aBeam spreading. =650 \0$aUltrasonic testing. =650 \0$aNondestructivetesting. =650 \0$aQuality control. =650 \0$aEngineering inspection. =650 14$aUltrasonic testing. =650 24$aMeasurement. =650 24$aAttenuation. =650 24$aEchoes. =650 24$aBeam spreading. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10727J.htm =LDR 02603nab a2200529 i 4500 =001 JTE12277J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12277J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12277J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1/7765$223 =100 1\$aShenoy, A.,$eauthor. =245 10$aSuperpave Shear Tester as a Simple Standardized Measure to Evaluate Aggregate-Asphalt Mixture Performance /$cA. Shenoy, P. Romero. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe present work provides a standardized method by which various mixtures can be compared and their expected performance can be assessed in a uniform manner using the Superpave shear tester. Based on the present findings, it is evident that complete mixture evaluation can be done through the frequency sweep at constant height (FSCH) data from the Superpave shear tester (SST), without the need to generate the repeated shear at constant height (RSCH) data. This would reduce the experimental time without compromising the information obtained. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRepeated shear. =650 \0$aFrequency sweep. =650 \0$aMixture evaluation. =650 \0$aSuperpave shear tester. =650 \0$aShear (Mechanics) =650 14$aSuperpave shear tester. =650 24$aFrequency sweep. =650 24$aRepeated shear. =650 24$aPerformance-related specifications. =650 24$aAggregate-asphalt combinations. =650 24$aMixture evaluation. =700 1\$aRomero, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12277J.htm =LDR 03580nab a2200613 i 4500 =001 JTE12276J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12276J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12276J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aRao, C.,$eauthor. =245 10$aCoarse Aggregate Shape and Size Properties Using a New Image Analyzer /$cC. Rao, E. Tutumluer, JA. Stefanski. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aAutomation of coarse aggregate shape and size determination using image analysis techniques is described in this paper as an alternative approach to current manual and time-consuming test procedures. A new image analyzer system, referred to as the University of Illinois Aggregate Image Analyzer (UI-AIA), uses a three-camera setup to view each aggregate particle from three orthogonal directions. Both volume (and therefore weight) and shape factors can be determined precisely for each particle based on sound image analysis and geometric principles. In addition, the grain size distribution of an aggregate sample can be determined. Tests conducted on ten aggregate samples were used to evaluate the perfor mance of the laboratory prototype UI-AIA in automating the standard ASTM D 4791-99, Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate and ASTM C 136-96a, Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates. The accuracy and repeatability of the imaging technique were evaluated for the computed aggregate volumes, percent by weight flat and elongated ratios, and gradation curves. Results from the new UI-AIA were in very good agreement with the manual measurements performed in two separate laboratories to ensure their exactness. The UI-AIA has scope for further modifications and improvements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShape. =650 \0$aGradation. =650 \0$aVideo imaging. =650 \0$aImage analysis. =650 \0$aAsphalt concrete. =650 \0$aCoarse aggregates. =650 \0$aFlat and elongated ratio. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aCoarse aggregates. =650 24$aShape. =650 24$aSize. =650 24$aVideo imaging. =650 24$aImage analysis. =650 24$aFlat and elongated ratio. =650 24$aGradation. =650 24$aAsphalt concrete. =700 1\$aTutumluer, E.,$eauthor. =700 1\$aStefanski, JA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12276J.htm =LDR 03526nab a2200589 i 4500 =001 JTE12280J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12280J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12280J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA479.S7 =082 04$a620.1/7$223 =100 1\$aSreenivasan, PR.,$eauthor. =245 10$aExpression for the Dynamic Yield Stress from Instrumented Dynamic Tear Specimens and Plastic ?-Factor for Three-Point Bend Specimens :$bResults for AISI 308 Weld and AISI 316 Stainless Steels /$cPR. Sreenivasan, SK. Ray, SL. Mannan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aAn empirical expression for computing the dynamic yield stress, ?yd, from the general yield load, PGY, of dynamic tear (DT) specimens has been derived by comparing the results from instrumented drop-weight/impact tests of DT and Charpy V-notch (CVN) specimens of AISI 308 weld and AISI 316 stainless steels. This is based on the following assumptions: the functional expression relating ?yd to PGY is the same for both DT and CVN specimens except for a dimensionless proportionality constant: and ?yd from both the specimens has the same value. Plastic ?-factors obtained by analyzing instrumented DT test results are also presented. The work reported earlier by the authors based on instrumented CVN and precracked Charpy specimen test results showed the dependence of the plastic ?-factor on the crack aspect ratio; the present results indicate that the plastic ?-factor shows an additional specimen size dependence. However, the new estimates based on the larger size specimens are only slightly larger than the lower-bound estimates reported earlier, but much below the upper-bound curve reported at the same place. Similar size dependence has been reported in the literature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCharpy V-notch. =650 \0$aPlastic ?-factor. =650 \0$aThree-point bend. =650 \0$aDynamic yield stress. =650 \0$aInstrumented impact test. =650 \0$aEngineering design. =650 \0$aBuilding materials. =650 14$aDynamic yield stress. =650 24$aPlastic ?-factor. =650 24$aThree-point bend. =650 24$aInstrumented dynamic tear test. =650 24$aInstrumented impact test. =650 24$aCharpy V-notch. =650 24$aAISI 316 stainless steel. =650 24$aAISI 308 stainless steel. =700 1\$aRay, SK.,$eauthor. =700 1\$aMannan, SL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12280J.htm =LDR 02146nab a2200517 i 4500 =001 JTE12282J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12282J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12282J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aUG703 =082 04$a355.4/22$223 =100 1\$aSingh, BB.,$eauthor. =245 12$aA Screening Method for Ballistic Evaluation of Metallic Armor Materials /$cBB. Singh, TB. Bhat. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aThis paper describes a quick and sensitive method for assessing the ballistic performance of materials. The method uses a tapered plate in which the thickness of the plate varies gradually from one end to the other. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteel armor. =650 \0$aTapered plate. =650 \0$aBallistic limit. =650 \0$aBallistic evaluation. =650 \0$aBallistic missiles. =650 \0$aBombing, Aerial. =650 14$aBallistic evaluation. =650 24$aTapered plate. =650 24$aBallistic limit. =650 24$aSteel armor. =700 1\$aBhat, TB.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12282J.htm =LDR 03126nab a2200529 i 4500 =001 JTE12272J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12272J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12272J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTT180 =082 04$a684/.08$223 =100 1\$aKaloush, KE.,$eauthor. =245 10$aSpecimen Instrumentation Techniques for Permanent Deformation Testing of Asphalt Mixtures /$cKE. Kaloush, MW. Mirza, J. Uzan, MW. Witczak. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThis paper presents research efforts undertaken to develop, evaluate, and recommend proper laboratory specimen instrumentation and preparation techniques. The instrumentation was intended specifically to capture test parameters in permanent deformation tests for asphalt mixtures. The study evaluated axial deformation measurements and test parameters using the traditional clamps compared to on-specimen glued studs, both being holding devices for linear variable differential transformers (LVDTs). Sawed, "as compacted," and capped specimen end conditions were also compared. The test results for specimens using clamps and/or capped ends indicated that the specimens were being restrained from deforming freely during the test. In addition, the permanent deformation parameters from both instrumentation types (clamps versus glued studs) were substantially different. The recommendation for permanent deformation testing of asphalt mixtures is to use the instrumentation setup with glued studs and sawed specimen ends with thin lubricated membranes at the ends to insure frictionless surface conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aClamps. =650 \0$aGlued studs. =650 \0$aClamps (Engineering) =650 \0$aGluing. =650 \0$aWoodwork. =650 14$aPermanent deformation testing. =650 24$aInstrumentation and preparation techniques. =650 24$aClamps. =650 24$aGlued studs. =700 1\$aMirza, MW.,$eauthor. =700 1\$aUzan, J.,$eauthor. =700 1\$aWitczak, MW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12272J.htm =LDR 02768nab a2200541 i 4500 =001 JTE12278J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12278J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12278J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA492.B63 =082 04$a621.8/82$223 =100 1\$aMeis, R.,$eauthor. =245 10$aStatic Axial Behavior of Some Typical Restrained Pipe Joints /$cR. Meis, M. Maragakis, R. Siddharthan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThis paper presents the results of a static testing program designed to determine the axial stiffness and strength characteristics of some typical restrained pipe joints. Pipelines have suffered damage and failure from past earthquakes and are vulnerable to seismic motions. A vast majority of the pipeline failures have occurred at unrestrained pipe joints due to pull-out, and therefore, the effectiveness of restrained pipe joints needs to be examined and their response to earthquake motion needs to be assessed in order to help mitigate potential damage. This paper also suggests methods to use test results for pipeline network analysis and for risk assessment procedures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPipe joint testing. =650 \0$aPipe joint stiffness. =650 \0$abolted joints. =650 \0$aBolts and nuts. =650 \0$aJoints (Engineering) =650 14$aPipe joint testing. =650 24$aPipe joint stiffness. =650 24$aPipe joint static loading behavior. =650 24$aPipe joint testing methodology. =650 24$aPipe joint risk assessment. =650 24$aPipe joint force capacity. =700 1\$aMaragakis, M.,$eauthor. =700 1\$aSiddharthan, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12278J.htm =LDR 03088nab a2200613 i 4500 =001 JTE12274J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12274J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12274J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA492.B63 =082 04$a621.8/82$223 =100 1\$aBouzid, A-H,$eauthor. =245 10$aService Temperature Characterization of Polytetrafluoroethylene-Based Gaskets /$cA-H Bouzid, M. Derenne, L. Marchand, JR. Payne. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aGaskets based on polytetrafluoroethylene (PTFE) are used extensively in bolted flanged connections, especially in difficult chemical process plant applications where blowouts due to excessive bolt load loss are of major concem. The determination of their service temperatures requires the characterization of their short- and long-term creep relaxation resistance. An experiment-alanalytical procedure has been developed to determine a recommended service temperature for PTFE-based gaskets. Based on an improved version of the Hot Blowout Test (HOBT) in which thermal cycling has been incorporated, the procedure quantifies the short-term hot relaxation resistance, and the margin of safety against an in-service blowout. The improved HOBT test provides an excellent tool for the selection of blowout-resistant PTFE gaskets for difficult service. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aRelaxation. =650 \0$aThennal cycling. =650 \0$aHot blowout test. =650 \0$aReserve temperature. =650 \0$aPolytetrafluoroethylene. =650 \0$abolted joints. =650 \0$aBolts and nuts. =650 \0$aJoints (Engineering) =650 14$aBolted joints. =650 24$aPolytetrafluoroethylene. =650 24$aCreep. =650 24$aRelaxation. =650 24$aReserve temperature. =650 24$aThennal cycling. =650 24$aHot blowout test. =700 1\$aDerenne, M.,$eauthor. =700 1\$aMarchand, L.,$eauthor. =700 1\$aPayne, JR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12274J.htm =LDR 02964nab a2200505 i 4500 =001 JTE12273J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12273J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12273J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aStroup-Gardiner, M.,$eauthor. =245 10$aUse of n-Propyl Bromide Solvents for Extraction and Recovery of Asphalt Cements /$cM. Stroup-Gardiner, JW. Nelson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aCentrifuge extraction and Rotavapor recovery were used to determine the effect of solvent type (trichloroethylene and four n-propyl bromide products) on recovered asphalt binder properties. Mix variables included three binders mixed with each of two aggregate sources (one gradation). When recovered binder properties were compared to the original binder properties, the trichloroethylene solvent combined with the extraction and recovery processes occasionally produced higher (i.e., stiffer) recovered binders. One n-propyl bromide product appeared to be incompatible with the polymer-modified PG76-22. This incompatibility was seen as a distinct stringy, rubber like residue in the extractor. Fourier transform infrared analysis showed that this same product also seemed to inhibit or actually limit normal hear-related changes. Overall, the data indicate that n-propyl bromide solvents can be used as direct replacements for the chlorinated solvents historically used for hot-mix asphalt extraction and binder recovery. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBinder recovery. =650 \0$aN-propyl bromide. =650 \0$aTrichloroethylene. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aN-propyl bromide. =650 24$aTrichloroethylene. =650 24$aHot-mix asphalt extractions. =650 24$aBinder recovery. =700 1\$aNelson, JW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12273J.htm =LDR 03282nab a2200505 i 4500 =001 JTE12275J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12275J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12275J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aOsborne, MC.,$eauthor. =245 10$aStress Pattern Analysis by Thermal Emission of Plain Weave Carbon Fiber/Epoxy Resin Composite Iosipescu Specimens with Three Different Notch Angles /$cMC. Osborne, AL. Moran. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aIosipescu specimens were developed to examine the shear properties of isotropic materials. In the past decade, there has been much effort made to analyze this specimen configuration for measuring anisotropic materials, particularly laminated and woven composites. Some authors have used notch angles ranging from 90 to 110° in these materials and other authors have performed finite element analysis (FEA) to determine the notch angle and depth with the most uniform shear stress zone based on the elastic moduli. The object of this study was to verify the preferred angle of woven fiber composites through the use of stress pattern analysis by thermal emission (SPATE), which is a technique that can image the hydrostatic stress state in a material under load. SPATE images were collected for various specimens at different notch angles (90, 100, and 110°) and different weave lay ups. Mean load was held constant while the SPATE image was collected but later increased to examine the stress state of the Iosipescu specimens at high loads. The results indicate that for a plain woven carbon fiber/epoxy resin composite, the 100° notched specimen is the best specimen of the three conditions examined due to the delay in occurrence of damage and the large size of the pure shear zone. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIosipescu. =650 \0$aShear test. =650 \0$aWoven composite. =650 \0$acomposite material. =650 \0$aComposites. =650 14$aStress pattern analysis by thermal emission (SPATE) =650 24$aIosipescu. =650 24$aWoven composite. =650 24$aShear test. =700 1\$aMoran, AL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12275J.htm =LDR 02769nab a2200649 i 4500 =001 JTE12279J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12279J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12279J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P58 =082 04$a620.1/9204292$223 =100 1\$aBenguediab, M.,$eauthor. =245 10$aDetermination of the Energy Necessary for Creating Fatigue Cracks by Measurement of Microhardness /$cM. Benguediab, M. Mazari, N. Ranganathan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe growth of cracks is related to the existence of a plastic zone at the crack tip, the formation and growth of which are accompanied by an energy dissipation. The estimation of this energy is generally made by global measures. In our study, we have used microhardness measurements at the crack tip for estimating energy. The results obtained are more accurate near the crack tip than those estimated by other methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack tip. =650 \0$aLocal energy. =650 \0$aLocal method. =650 \0$aPlastic zone. =650 \0$aGlobal energy. =650 \0$aGlobal method. =650 \0$aDissipated energy. =650 \0$aEnergy dissipation. =650 \0$aPolymers$xMechanical properties. =650 \0$aMicrohardness. =650 \0$aPolymers$xTesting. =650 14$aEnergy dissipation. =650 24$aCrack tip. =650 24$aLocal method. =650 24$aGlobal method. =650 24$aPlastic zone. =650 24$aLocal energy. =650 24$aGlobal energy. =650 24$aDissipated energy. =650 24$aMicrohardness. =700 1\$aMazari, M.,$eauthor. =700 1\$aRanganathan, N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12279J.htm =LDR 03492nab a2200565 i 4500 =001 JTE12281J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12281J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12281J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA471 =082 04$a515.782$223 =100 1\$aDivinsky, M.,$eauthor. =245 10$aHomogeneous Unit Delineation for Interpreting Dynamic Cone Penetrometer Measurements /$cM. Divinsky, M. Livneh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe current investigation is concerned with the homogeneous unit delineation procedure for pavements and subgrade soils using dynamic cone penetrometer (DCP) data as widely employed in the evaluation of the pavement structure components. For the purposes of highlighting statistically homogeneous groups of the measurements along the registered DCP data profile, the conventional (AASHTO) cumulative difference approach procedure has been applied to the profile of DCP characteristic values. The delineating procedure shows significant sensitivity to the existing change in the mean value levels of the DCP measurements. Analysis of the procedure application to the profile of the DCP characteristic values (Penetration Index) and to the original number-of-blows values recorded during the DCP test has been done. The approach simplifies application of the AASHTO delineating procedure when using the original number-of-blows data during the DCP test. The approach produces the boundary position indication for the specific DCP characteristic profiles. Penetration characteristics for the delineated units have been used for predicting the California Bearing Ratio (CBR) parameter. The approach has been supported by Microsoft Excel spreadsheets for the semi-automated analysis of the DCP data and application of the delineation procedure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDesign parameters. =650 \0$aHomogeneous units. =650 \0$aDelineation procedure. =650 \0$aTesting characteristics. =650 \0$aDynamic cone penetrometer. =650 \0$aHomogeneous spaces. =650 \0$aMathematics. =650 \0$aAlgebraic Geometry. =650 14$aPavement structure evaluation. =650 24$aDynamic cone penetrometer. =650 24$aTesting characteristics. =650 24$aHomogeneous units. =650 24$aDelineation procedure. =650 24$aDesign parameters. =700 1\$aLivneh, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12281J.htm =LDR 03198nab a2200553 i 4500 =001 JTE101909 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101909$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101909$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHB501 =082 04$a330.122$223 =100 1\$aGiglio, M.,$eauthor. =245 10$aComparison of Fatigue Crack Propagation Behavior of Al 2024 and Al-Li 8090 Helicopter Fuselage Panels /$cM. Giglio, A. Manes, M. Fossati, U. Mariani, C. Giani. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aA comparison between two types of helicopter fuselage panels with a traditional design of skin and stringers was carried out. Panels were made with the same geometrical shape and dimensions but with two different aluminium alloys for the skin: Conventional 2024 and 8090 Al-Li alloy. Two different crack locations were considered to be taken into account for the damage tolerant behavior of the two panel typologies: A crack into the skin between two stringers and a crack into the skin under the stringer after the removal of a complete section of the stringer. The crack growth was monitored during the fatigue load application, and a finite element (FE) model was utilized in order to calculate the fracture mechanics parameters. The experimental data (crack growth rate da/dN) and the FE results (stress intensity range ?KI) were checked with the crack propagation material data, with good agreement. According to these results, it is possible to compare the damage tolerant behaviors of the panels made by the two different materials, with the purpose of optimizing crack propagation behavior versus weight in this fundamental helicopter component. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aExperimental. =650 \0$aHelicopter frame. =650 \0$aCrack. =650 \0$aFatigue. =650 14$aFatigue. =650 24$aCrack. =650 24$aAl-Li. =650 24$aExperimental. =650 24$aFEM. =650 24$aHelicopter frame. =700 1\$aManes, A.,$eauthor. =700 1\$aFossati, M.,$eauthor. =700 1\$aMariani, U.,$eauthor. =700 1\$aGiani, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101909.htm =LDR 03783nab a2200553 i 4500 =001 JTE102458 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102458$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102458$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC20.7.F67 =082 04$a530.15/5723$223 =100 1\$aSahin, Abdurrahman,$eauthor. =245 10$aSignalCAD :$bA Digital Signal Processing Software for Forced and Ambient Vibration Testing of Engineering Structures /$cAbdurrahman Sahin, Alemdar Bayraktar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aCommercial tools for measurement and analysis of vibration signals have traditionally been very expensive. In the last decade, however, multi-channel measurement systems have become relatively inexpensive. The analysis functionality in most inexpensive instruments is limited. Therefore, many companies are using alternatives for post processing of measurement results. MATLAB is a platform that is popular for this purpose and which offers many advantages over dedicated menu driven systems. The open functions in MATLAB assure flexibility and the possibility to modify functions for specific needs. In this paper, the presentation and numerical applications of an interactive and comparative digital signal processing software developed in MATLAB by writers is described. The software is named as SignalCAD. For developing SignalCAD, about 120 new functions have been created and are used with MATLAB Signal Processing Toolbox functions. The SignalCAD program is a powerful tool that deals with processing raw measured data obtained from forced and ambient vibration testing of engineering structures. SignalCAD offers extensive functionalities for the visualization and processing of the measurement data and the determination and visualization of the spectral analysis results. The program disposes of a graphical user interface, which what makes it very intuitive and easy to handle. The most common spectral analysis techniques have been used in SignalCAD. The possibilities of the program are demonstrated with a three dimensional steel frame model vibration test and some results are compared with commercial PULSE signal analysis software. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSignalCAD. =650 \0$aVibration. =650 \0$aFourier transform. =650 \0$aSignal processing. =650 \0$aFourier transformations. =650 \0$aSpectral analysis. =650 14$aSignalCAD. =650 24$aSpectral analysis. =650 24$aSignal processing. =650 24$aExperimental modal testing. =650 24$aOperational modal testing. =650 24$aFourier transform. =650 24$aVibration. =700 1\$aBayraktar, Alemdar,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102458.htm =LDR 03380nab a2200517 i 4500 =001 JTE102054 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102054$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102054$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a620.1/96$223 =100 1\$aHu, Xiaodi,$eauthor. =245 10$aLaboratory Measurement of the Actual Tire-Pavement Contact Pressure Using a Static Test Device /$cXiaodi Hu, Lijun Sun, Lubinda F. Walubita. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aIt is well-known that the tire-pavement contact pressure (TPCP) is hardly circular or uniformly distributed as often assumed. In this study, using a simple but effective static test set-up, numerous actual TPCPs between a loaded wheel-tire and the surface of an asphalt-mix slab were measured in the laboratory. Various TPCP loading conditions were investigated, including varying the tire inflation pressures, varying the load levels, and using different tire types, different tire tread patterns, and tire ages. Analysis of the results indicated that a linear proportional relationship existed between the following variables: (a) Tire inflation pressure and TPCP, (b) load level and the effective tire-pavement contact area, and (c) load level and TPCP. At a fixed constant tire inflation pressure, an increment in the load level significantly impacted the tire edges compared to the middle zone, and at a constant wheel loading, an increase in the tire inflation pressure will result in possibly a 1.5 times increase in the TPCP. This is detrimental to pavements and is undesirable. Furthermore, the TPCP under new tires was observed to be closer to being uniformly distributed than that under the old tires. In other words, in terms of distresses, if all other factors are equal, an old tire will likely cause more damage to an asphalt pavement than a new tire. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt pavement. =650 \0$aStatic measuring. =650 \0$aMechanistic responses. =650 \0$aAsphalt. =650 \0$aAsphalt cement. =650 14$aAsphalt pavement. =650 24$aTire-pavement contact pressure. =650 24$aStatic measuring. =650 24$aMechanistic responses. =700 1\$aSun, Lijun,$eauthor. =700 1\$aWalubita, Lubinda F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102054.htm =LDR 03729nab a2200529 i 4500 =001 JTE101934 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101934$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101934$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a620.1/96$223 =100 1\$aGandhi, Tejash,$eauthor. =245 12$aA Comparison of Warm Asphalt Binder Aging with Laboratory Aging Procedures /$cTejash Gandhi, Chandrakiran Akisetty, Serji Amirkhanian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aWarm asphalt has been gaining increasing popularity in recent years; however there are several characteristics about warm asphalt that are still unknown. While several studies have been conducted to study the performance of warm asphalt mixtures, aging characteristics of warm mix asphalt (WMA) binders are not known in great detail. This paper presents the results of a limited study to evaluate the aging characteristics of two WMA binders artificially aged in the rolling thin film oven (RTFO) and the pressure aging vessel and comparing them with binder extracted from freshly prepared and artificially aged warm asphalt mixtures. RTFO aging was performed at 163°C and a lower temperature to simulate warm asphalt aging. Tests on binders aged in the laboratory and binders extracted from freshly mixed and aged mixtures indicated that the WMA binders extracted from WMA mixtures had significantly lower viscosities and G*/sin ? compared to binders extracted from hot mix asphalt (HMA) and binders aged in the RTFO at 163°C (325°F). This indicates that the lower mixing and compaction temperatures reduce the aging of the warm asphalt binders. Also, binders extracted from WMA had significantly lower creep stiffness values and significantly higher m-values compared to warm asphalt binders aged in the RTFO at 163°C (325°F) and binders extracted from HMA. Binders containing WMA additives did not have higher G* sin ? values, indicating that the warm asphalt additives do not negatively affect the fatigue properties of the binders. Gel permeation chromatography analysis indicated that the addition of the warm asphalt additives did not have any significant effect on the %LMS of the binders used in this study. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBinder aging. =650 \0$aWarm asphalt. =650 \0$aBinder extraction. =650 \0$aPavements, Asphalt$xEvaluation. =650 \0$aAsphalt. =650 14$aWarm asphalt. =650 24$aBinder extraction. =650 24$aRTFO. =650 24$aPAV. =650 24$aBinder aging. =700 1\$aAkisetty, Chandrakiran,$eauthor. =700 1\$aAmirkhanian, Serji,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101934.htm =LDR 03460nab a2200517 i 4500 =001 JTE102323 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102323$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102323$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE210.4 =082 04$a625.7/3$223 =100 1\$aFacas, Norman W.,$eauthor. =245 10$aPosition Reporting Error of Intelligent Compaction and Continuous Compaction Control Roller-Measured Soil Properties /$cNorman W. Facas, Michael A. Mooney. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aA field investigation was conducted with four intelligent compaction/continuous compaction control rollers to characterize the spatial reporting of vibratory roller-measured soil properties and to investigate global positioning system (GPS)-based position reporting error. The key reporting characteristics examined include the spatial resolution of roller measurement values (MVs) and the volume/area reflected in each MV. Each vibration-based roller MV investigated is a reflection of soil properties over spatial dimensions that vary across manufacturers. The reporting resolution of roller MVs also varied across manufacturers. Three sources of GPS-determined position error were observed, namely, (1) accuracy of GPS, (2) unaccounted for physical offset of roller-mounted GPS receiver from the drum center, and (3) the spatial averaging of vibration data during roller MV calculation coupled with possible computational latency. The physical offset error was found to be as great as 1.0-2.0 m, while the error due to spatial averaging of vibration data coupled with latency ranged from 0.4 to 0.8 m. Both of these errors are significant but can be estimated and corrected by using a validation procedure described in the paper. Left uncorrected, these errors have a significant adverse effect on the analysis and interpretation of roller MV data when used in quality control/quality assurance specifications. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPosition error. =650 \0$aIntelligent compaction. =650 \0$aSpatial representation. =650 \0$aIntelligent control systems. =650 \0$aSoil compaction. =650 14$aIntelligent compaction. =650 24$aContinuous compaction control. =650 24$aPosition error. =650 24$aGPS. =650 24$aSpatial representation. =700 1\$aMooney, Michael A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102323.htm =LDR 03959nab a2200601 i 4500 =001 JTE102276 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102276$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102276$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aML936 =082 04$a788.51$223 =100 1\$aTerdwongworakul, Anupun,$eauthor. =245 10$aDetermination of Physical, Acoustical, Mechanical, and Chemical Properties of Fresh Young Coconut Fruit for Maturity Separation /$cAnupun Terdwongworakul, Bundit Jarimopas, Songtham Chaiyapong, Sher Paul Singh, Jay Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aYoung coconut is a popular tropical fruit featuring soft white aromatic flesh and sweet white or transparent juice. As most coconut pickers are relatively unskilled, the harvested crop tends to be distinguished by the collection of fruit of varying levels of maturity. This research has sought to improve the accuracy of grading-packaging systems by developing correlations between maturity levels and the physical, acoustical, mechanical, and chemical properties of the fruit. Results show that maturity significantly affects the specific gravity, shell rupture force, shell secant modulus, flesh penetrating force, flesh firmness, total soluble solids, titratable acidity, flesh thickness (FT), and natural frequency of young coconut at p<0.05. The FT expressed the highest linear correlation with maturity among the properties observed. Fruit orientation, sound impact point, and maturity significantly affected the natural frequency of young coconut at p<0.05. Impacting the ridge of a young coconut gave significantly different natural frequency with maturity regardless of the impact position. The optimum impact point was observed to be midway between the fruit equator and the stem on the ridge. Applying the defined physical and chemical properties to the discriminant model, the maturity of young coconut could be classified with an accuracy of 94.0 %. Analysis employing partial least squares regression predicted the relationship between the maturity index, represented by the FT and the physical, sound, mechanical, and chemical properties, with a correlation coefficient (R) value of 0.82 and a root mean squared error of prediction value of 1.03. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aChemical. =650 \0$aMaturity. =650 \0$aPhysical. =650 \0$aAcoustical. =650 \0$aMechanical. =650 \0$aYoung coconut fruit. =650 \0$aFlute$xConstruction. =650 \0$aFlute$xInstruction and study. =650 14$aYoung coconut fruit. =650 24$aMaturity. =650 24$aPhysical. =650 24$aAcoustical. =650 24$aMechanical. =650 24$aChemical. =700 1\$aJarimopas, Bundit,$eauthor. =700 1\$aChaiyapong, Songtham,$eauthor. =700 1\$aSingh, Sher Paul,$eauthor. =700 1\$aSingh, Jay,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102276.htm =LDR 03539nab a2200601 i 4500 =001 JTE102220 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102220$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102220$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1632 =082 04$a621.36/7$223 =100 1\$aFilho, Pedro Pedrosa Rebouças,$eauthor. =245 10$aBrinell and Vickers Hardness Measurement Using Image Processing and Analysis Techniques /$cPedro Pedrosa Rebouças Filho, Tarique da Silveira Cavalcante, Victor Hugo C. de Albuquerque, João Manuel R. S. Tavares. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aMechanical hardness testing is fundamental in the evaluation of the mechanical properties of metallic materials due to the fact that the hardness values allow one to determine the wear resistance of the material involved, as well as the approximate values of its ductility and flow tension, among a number of other key characteristics. As a result, the main objective of the present work has been the development and analysis of a computational methodology capable of determining the Brinell and Vickers hardness values from hardness indentation images, which are based on image processing and analysis algorithms. In order to validate the methodology that has been developed, comparisons of the results resulting from the consideration of ten indentation image samples obtained through the conventional manual hardness measurement approach and a computational methodology have been carried out. This analysis allows one to conclude that the semi-automatic measurement of Vickers and Brinell hardnesses by the computational approach is easier, faster, and less dependent on the operator's subjectivity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRegion growing. =650 \0$aIndentation images. =650 \0$aComputational system. =650 \0$aHistogram binarization. =650 \0$aTesting and evaluation. =650 \0$aImage segmentation. =650 \0$aComputational vision. =650 14$aTesting and evaluation. =650 24$aComputational vision. =650 24$aImage segmentation. =650 24$aHistogram binarization. =650 24$aRegion growing. =650 24$aIndentation images. =650 24$aManual hardness measurement. =650 24$aComputational system. =700 1\$aCavalcante, Tarique da Silveira,$eauthor. =700 1\$ade Albuquerque, Victor Hugo C.,$eauthor. =700 1\$aTavares, João Manuel R. S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102220.htm =LDR 03571nab a2200493 i 4500 =001 JTE102115 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102115$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102115$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.85$223 =100 1\$aBausano, Jason,$eauthor. =245 10$aEnergy-Based Approach for Determining Flow Number /$cJason Bausano, R. Christopher Williams. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe Asphalt Mixture Performance Test (AMPT) is being used in research and is nearing completion to be adopted by highway agencies for evaluating the performance of asphalt concrete mixtures. The implementation of Superpave volumetric mixture design has occurred in nearly all state agencies in the United States. This implementation has been done mostly without an accompanying performance test. Researchers have been examining a number of candidate performance tests, and more recently a growing consensus is that a repeated, unconfined, and uniaxial loading test will become a part of the Superpave AMPT. This test will allow mixture designers to optimize binder content and aggregate structure by evaluating a mixture's resistance to permanent deformation. The AMPT will allow contractors or state highway agencies to evaluate the performance of their mixtures in this test methodology. This paper examines an energy-based approach to determine flow number. The current method examines strain rate versus cycles, and the minimum point is the onset of tertiary flow and thus is defined as the flow number value. However, one low data point could result in a misleading flow number. Mathematically, it would be correct, but in practice it could be misleading in assessing the ability of a mixture to resist permanent deformation. The energy-based approach plots creep stiffness times cycles versus cycles and is able to identify a well-defined failure point. This well-defined point is defined as an energy-based flow number. It was found that this energy-based flow number can be 65-75 % greater than the current method for determining flow number. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlow number. =650 \0$aAsphalt concrete. =650 \0$aSimple performance test. =650 \0$aAsphalt concrete$xMechanical properties. =650 \0$aAsphalt concrete$xTesting. =650 14$aSimple performance test. =650 24$aFlow number. =650 24$aAsphalt concrete. =700 1\$aWilliams, R. Christopher,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102115.htm =LDR 02975nab a2200541 i 4500 =001 JTE102432 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102432$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102432$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD381 =082 04$a668.9$223 =100 1\$aChen, Youxing,$eauthor. =245 10$aUltrasonic Monitoring Technology for Polymer Compounding Extrusion /$cYouxing Chen, Zhaoba Wang, Xia Zhao, Yong Jin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aIn order to optimize control of the extrusion process of polymer compounds in the screw extruder, it is necessary to monitor the compounding state in-line. Therefore a polyetheretherketone (PEEK) buffer rod with a cooling device is analyzed and designed. The ultrasound probe, whose performance is tested at high temperature, is composed of a newly developed PEEK buffer rod and ultrasonic transducer. Then the ultrasonic probe is applied for the in-line ultrasonic monitoring of polymer extrusion of low-density polyethylene (LDPE)/CaCO3 compounds and LDPE/BaSO4 compounds. The results show that the attenuation has a relation to the composition of the polymer compounds and filler concentration. The results also indicate that the presented ultrasonic technique may be used for determining the mixing status of polymer/filler systems with multi-probes at different locations inside the extruder barrel during the extrusion processes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBuffer rod. =650 \0$aPolymer compounding. =650 \0$aSingle-screw extruder. =650 \0$aUltrasonic monitoring. =650 \0$aThermoplastics. =650 \0$aPolymer. =650 14$aPolymer compounding. =650 24$aUltrasonic monitoring. =650 24$aSingle-screw extruder. =650 24$aBuffer rod. =700 1\$aWang, Zhaoba,$eauthor. =700 1\$aZhao, Xia,$eauthor. =700 1\$aJin, Yong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102432.htm =LDR 03775nab a2200553 i 4500 =001 JTE102378 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102378$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102378$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A63 =082 04$a662/.62$223 =100 1\$aSolanki, Pranshoo,$eauthor. =245 10$aLaboratory Performance Evaluation of Subgrade Soils Stabilized with Sulfate-Bearing Cementitious Additives /$cPranshoo Solanki, Musharraf M. Zaman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b63 =520 3\$aA laboratory study was conducted on both raw and stabilized soil specimens to evaluate the performance of two subgrade soils stabilized with three different additives, namely, hydrated lime (or lime), class C fly ash (CFA), and cement kiln dust (CKD). Lime, CFA, and CKD have low sulfate (<40 ppm), moderate sulfate (?3,280 ppm), and high sulfate content (?28,133 ppm), respectively. Cylindrical specimens were prepared with different percentages of additives and cured for 28 days. Following the curing period, specimens were tested for resilient modulus (Mr), and unconfined compressive strength tests (UCS), representing short-term performance. Long-term laboratory performance (or durability) was evaluated in terms of moisture susceptibility (tube suction test) and three-dimensional (3D) swell during 60-day capillary soaking of cured specimens. At the end of 60 days, the specimens were also tested for Mr and UCS, as additional indicators to long-term subgrade performance. Short-term performance evaluation projected 15 % CKD with the highest improvement after 28 days of curing, while long-term performance evaluation showed 9 % lime providing maximum enhancements in Mr and UCS values after 60 days of capillary soaking. The study further indicated decrease in durability of specimens stabilized with CKD; however, lime and CFA helped by reducing 3D swell and moisture susceptibility. This difference in behavior was attributed to the presence of elevated levels of sulfate in CKD resulting in sulfate-induced heaving of stabilized soil specimens. Mineralogical studies such as scanning electron microscopy and energy dispersive spectroscopy were also used to verify the research findings observed from the macro test results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHeave. =650 \0$aSwell. =650 \0$aFly ash. =650 \0$aSulfate. =650 \0$aSoil stabilization. =650 \0$aAggregates (Building materials) =650 \0$aAsh disposal. =650 14$aSoil stabilization. =650 24$aSulfate. =650 24$aHeave. =650 24$aLime. =650 24$aFly ash. =650 24$aSwell. =700 1\$aZaman, Musharraf M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102378.htm =LDR 03997nab a2200553 i 4500 =001 JTE102010 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102010$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102010$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.8028$223 =100 1\$aChen, Dar-Hao,$eauthor. =245 10$aEffects of Base Support and Load Transfer Efficiency (LTE) on Portland Concrete Pavement Performance /$cDar-Hao Chen, Huang-Hsiung Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThis paper presents the results of seven field investigations (US59, IH20, SH342, US75, US90, MLK Blvd., and US96) to identify the underlying causes of settling and irregular cracking in Portland cement concrete (PCC) pavement. Settling and cracking are not intended, and they are detrimental to the long-term performance of PCC pavement. The falling weight deflectometer and dynamic cone penetrometer were utilized to characterize the load transfer efficiency (LTE) and base support conditions. It was found that when there is adequate base support (e.g., a modulus>345 MPa), the irregular cracks remain tight even after decades of truck trafficking, as evident in the IH20 and MLK projects. Irregular cracks on these projects were caused by late or too-shallow saw cutting. In areas that had 50 % lower base moduli, the cracks typically grew to about 57 mm. The subsidence and settling on US59 and US75 were observed in the areas with LTE in the range of 40 %. Tie bars were found to be ruptured in those areas. When LTE exceeds 80 %, the tie bar was intact and no settling was observed. The maximum deflections were approximately eight to ten times higher in the area with settling than the area without settling. It is because the low load transfer efficacy would lead to higher deflection under truck trafficking. The high deflection would initiate pumping and then settling. Despite severe spalling observed before the overlay on US96, the stone-mastic asphalt overlay is now 5 years old, and no visible cracks can be observed. This is because of the high LTE (exceeding 85 %) and sufficient base support (modulus exceeding 1378 MPa). The results from the seven projects investigated indicate that base support and LTE play a critical role in concrete pavement performance. To minimize the cracking and settling, it is preferable to have a base modulus and LTE exceeding 345 MPa and 80 %, respectively. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSettling. =650 \0$aBase support. =650 \0$aConcrete pavement. =650 \0$aLoad transfer efficiency. =650 \0$aDynamic cone penetrometer. =650 \0$aCracking. =650 \0$aFracture tests. =650 14$aCracking. =650 24$aSettling. =650 24$aBase support. =650 24$aDynamic cone penetrometer. =650 24$aLoad transfer efficiency. =650 24$aConcrete pavement. =700 1\$aLin, Huang-Hsiung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102010.htm =LDR 02708nab a2200505 i 4500 =001 JTE102357 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102357$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102357$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA278.2 =082 04$a519.5/36$223 =100 1\$aMora-Ruacho, José,$eauthor. =245 10$aPreliminary Evaluation of a Twist-Core Method for Estimating Concrete Strength /$cJosé Mora-Ruacho. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThe twist-core method is a technique for estimating in-place concrete strength. A preliminary study on the failure torque determined by this method and standard compressive strength for different strengths and two types of coarse aggregate was carried out. The results show that the equipment used was appropriate for producing quick results. A good torque-compressive strength correlation was observed. A theoretical torque-strength prediction model is presented and was observed as being unreliable for predicting concrete strength. Thus an experimental correlation is needed for specific materials. It was observed that torque-resistance is influenced by the type of aggregate used. The method could potentially be used for estimating in-place concrete strength. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCorrelation. =650 \0$aTwisting cores. =650 \0$aIn-place strength. =650 \0$aRegression analysis. =650 \0$aCorrelation (Statistics) =650 14$aConcrete strength estimation. =650 24$aCorrelation. =650 24$aIn-place strength. =650 24$aPartially destructive methods. =650 24$aTwisting cores. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102357.htm =LDR 03221nab a2200505 i 4500 =001 JTE102107 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102107$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102107$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE24.M5 =082 04$a625.7$223 =100 1\$aSeo, Youngguk,$eauthor. =245 10$aDistress Evolution in Highway Flexible Pavements :$bA 5-Year Study at the Korea Highway Corporation Test Road /$cYoungguk Seo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aIn Korea, a 7.7 km-long test road was constructed with an aim to better understand the behavior of pavements and to develop a mechanistic-empirical pavement design guide (MEPDG). This two lane highway consisted of asphalt and concrete pavements that were further divided into diverse sections: 33 asphalt sections and 25 concrete sections. Construction of the test road began in 1997 and ended in 2002. It opened to traffic in March 2004. So far, many field tests have been carried out to evaluate the response and performance of pavements. At asphalt sections, the first attempt was made to correlate design parameters with the performance of pavements, and this is the focus of this paper. Performance was characterized by the evolution of failures, such as rutting, cracking, and longitudinal road profile. Design parameters included surface type, base type, base thickness, and anti-frost layer. Field surveys were made with an automatic road analyzer for the 2002-2007 period, and trends in pavement failures were analyzed with respect to individual design parameters. Also, a highway present condition index (HPCI) was adopted to assess the overall performance of individual sections. Findings of this study are being used to validate pavement performance models incorporated into the MEPDG that is scheduled to be released in 2010. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aProfile. =650 \0$aRutting. =650 \0$aCracking. =650 \0$aRoads. =650 \0$aTest road. =650 14$aTest road. =650 24$aCracking. =650 24$aRutting. =650 24$aProfile. =650 24$aHighway present condition index (HPCI) =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102107.htm =LDR 03103nab a2200553 i 4500 =001 JTE102379 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102379$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102379$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.P58 =082 04$a624.1/834$223 =100 1\$aHoegh, Kyle,$eauthor. =245 10$aLaboratory Investigation of Misaligned Dowel Behavior /$cKyle Hoegh, Lev Khazanovich. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aDowels are inserted at the mid-depth of joints in jointed concrete pavements that are exposed to heavy loading to provide load transfer and reduce pumping and faulting. Dowel alignment tolerances in North America have traditionally been strict, although not based on substantial performance data. In this paper, new laboratory testing methods are proposed for evaluation of the effects of dowel misalignment on concrete joint behavior. In these tests, dowels with various levels of rotations and translations were subjected to pullout and shear loading. It was found that dowel misalignment does not have a significant effect on pullout and shear forces for certain ranges of misalignments, which far exceed the tolerances recommended by the Federal Highway Administration. At the same time, it was found that extreme cases and combinations of misalignment resulted in a significant decrease in initial stiffness and shear capacity. Therefore, there is a need for the establishment of rational alignment tolerances. The results of this study provide important information for the development of such tolerances. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDowel. =650 \0$aPavement. =650 \0$aLoad transfer. =650 \0$aDowel misalignment. =650 \0$aStructural evaluation. =650 \0$aPolymers. =650 \0$aConcrete. =650 14$aDowel. =650 24$aPavement. =650 24$aConcrete. =650 24$aLoad transfer. =650 24$aStructural evaluation. =650 24$aDowel misalignment. =700 1\$aKhazanovich, Lev,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102379.htm =LDR 03656nab a2200553 i 4500 =001 JTE102319 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102319$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102319$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.8/5$223 =100 1\$aAkisetty, Chandra K.,$eauthor. =245 10$aEvaluation of Engineering Properties of Rubberized Laboratory Mixes Containing Warm Mix Additives /$cChandra K. Akisetty, Soon-Jae Lee, Will Rogers, Serji N. Amirkhanian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aWarm mix asphalt (WMA) refers to technologies which allow a significant reduction of mixing and compaction temperatures of asphalt mixes. From previous studies, it is observed that warm mix additives work in different ways, either in reducing the viscosity of the asphalt binder or allowing better workability of the asphalt mix at lower temperatures through volume expansion in the binder. If the technologies of WMA are incorporated into rubberized asphalt mixes, which are generally produced and compacted at higher temperature than conventional mixes, it is possible to reduce the mixing and compaction temperatures of rubberized mixes to those of conventional mixes. This paper presents a limited study that characterizes the engineering properties of crumb rubber modifier (CRM) mixtures containing warm mix additives. Six CRM mixtures (two of control mixtures and four of warm mixtures) were prepared using two aggregate sources and two additives: Aspha-min® and Sasobit®. Evaluation of all mixtures included the following testing procedures: tensile strength ratio, asphalt pavement analyzer, resilient modulus, and resilient modulus after long-term oven aging. The results from this study showed that in general, there was no significant difference between the control and warm CRM mixtures for the properties evaluated in this study, indicating that the use of WMA technologies into CRM mixes is expected to have no negative effect on the mixture's engineering properties. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aResilient modulus. =650 \0$aRutting resistance. =650 \0$aWarm mix additives. =650 \0$aMoisture susceptibility. =650 \0$aCrumb rubber. =650 \0$aPavements$xPerformance. =650 14$aWarm mix additives. =650 24$aCrumb rubber. =650 24$aMoisture susceptibility. =650 24$aRutting resistance. =650 24$aResilient modulus. =700 1\$aLee, Soon-Jae,$eauthor. =700 1\$aRogers, Will,$eauthor. =700 1\$aAmirkhanian, Serji N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102319.htm =LDR 02706nab a2200505 i 4500 =001 JTE20130344 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130344$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130344$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS183 =082 04$a670$223 =100 1\$aWu, Jianmin,$eauthor. =245 10$aCarbon Fiber Heating Wire for Pavement Deicing /$cJianmin Wu, Fei Yang, Jianguo Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThe use of electric heating technology in pavement deicing has received considerable attention because of its fast and environmentally friendly features. Carbon fiber heating wire (CFHW) buried in concrete slabs is a type of technology that belongs in this category. This study conducts indoor heating tests to analyze and determine the factors that influence the heating rate of CFHW, including depth of installation, layout interval, input current, ambient temperature, and overlying material. A finite element model is established and calibrated by simulating the indoor heating tests. The heating effect of concrete pavement in different environmental conditions is analyzed through finite element simulation. Results show that CFHW is effective for pavement deicing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHeating test. =650 \0$aPavement deicing. =650 \0$aFinite element simulation. =650 \0$aFinite element method. =650 14$aPavement deicing. =650 24$aCarbon fiber heating wire (CFHW) =650 24$aHeating test. =650 24$aFinite element simulation. =700 1\$aYang, Fei,$eauthor. =700 1\$aLiu, Jianguo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130344.htm =LDR 03039nab a2200589 i 4500 =001 JTE20130133 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130133$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130133$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7868.P7 =082 04$a621.3815/31$223 =100 1\$aWu, Dehui,$eauthor. =245 10$a3-D FEM Simulation and Analysis on the Best Range of Lift-off Values in MFL Testing /$cDehui Wu, Zhongyuan Zhang, Zhenliang Liu, Xiaohao Xia. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aIn order to avoid oil and gas leakage or explosion due to corrosion defects or cracks in pipelines or tanks, it is very important to test the pipelines and tanks in service. In this study, a three-dimensional (3-D) finite element method (FEM) simulation model of the magnetic flux leakage (MFL) field was established. The MFL signals were simulated and analyzed in connection with different defects and lift-off values, considering the condition of the mechanical vibration and electromagnetic noise. The best range of lift-off values can be determined from the results of simulation and analysis. This is a very effective method for improving measurement accuracy in practical MFL testing. It also provides a reference for the optimization of testing mechanical structures in the MFL technique. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAnalysis. =650 \0$aSimulation. =650 \0$aLift-off value. =650 \0$aMechanical vibration. =650 \0$aElectromagnetic noise. =650 \0$aPrinted circuits$xDesign and construction. =650 \0$aElectronic circuits$xNoise. =650 \0$aElectromagnetic interference. =650 14$aMFL. =650 24$aSimulation. =650 24$aAnalysis. =650 24$aMechanical vibration. =650 24$aLift-off value. =650 24$aElectromagnetic noise. =700 1\$aZhang, Zhongyuan,$eauthor. =700 1\$aLiu, Zhenliang,$eauthor. =700 1\$aXia, Xiaohao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130133.htm =LDR 03566nab a2200565 i 4500 =001 JTE20130129 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130129$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130129$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7836 =082 04$a621.3810685$223 =100 1\$aXia, Xintao,$eauthor. =245 13$aAn Assessment of the Quality-Achieving Reliability of Mechanical Products Based on Information-Poor Theory /$cXintao Xia, Yantao Shang, Yinping Jin, Ming Qiu, Shichao Zhu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aReliable evaluation of a product's quality assurance capability is difficult to quantify due to the intricacies of the quality assurance process and the uncertain relationships between the product quality and its influence factors. To address this problem, with the aid of information-poor theory, a new concept, quality-achieving reliability, is proposed, and a corresponding evaluation model is structured to calculate the probability of achieving product quality as a function of the influence factors. Using the decomposition and composition method, quality classifications of the product evaluation indicator and its influence factors are produced to extract the cumulative distribution of the product quality and its elements. Using the grey relational grade method, a weight analysis of the impacts of the influence factors on the product quality is performed to obtain the status composite values of the influence factors. Under the condition of poor information and relying on the status composite values based on the cumulative distribution, a quality-achieving reliability function is established to reflect the quality assurance capability and quality control level of the product and its elements. An experimental investigation of the vibration acceleration of tapered roller bearings demonstrates the application of the proposed model. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aReliability. =650 \0$aMechanical product. =650 \0$aQuality evaluation. =650 \0$aInformation-poor theory. =650 \0$aNew products$xManagement. =650 \0$aProduct management. =650 14$aQuality evaluation. =650 24$aReliability. =650 24$aQuality-achieving reliability. =650 24$aInformation-poor theory. =650 24$aMechanical product. =700 1\$aShang, Yantao,$eauthor. =700 1\$aJin, Yinping,$eauthor. =700 1\$aQiu, Ming,$eauthor. =700 1\$aZhu, Shichao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130129.htm =LDR 03615nab a2200517 i 4500 =001 JTE20130055 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130055$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130055$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK5103.483 =082 04$a621.38456$223 =100 1\$aLin, Ching-Wen,$eauthor. =245 10$aUser Purpose Analysis for Mobile Banking Service /$cChing-Wen Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b37 =520 3\$aIn recent years, because of the increasing penetration of mobile phones, society has become concerned with mobile transaction service quality. This study aimed to promote the use of mobile transaction services. Thus, the E-S-QUAL (E-Core Service Quality) proposed by Parasuraman et al. and the Elaboration Likelihood Model (ELM) developed by Bhattacherjee and Sanford were combined to study the impact on information technology acceptance, as well as to summarize 13 mobile banking service items affecting mobile banking transactions, functional programs, and accessibility programs. Furthermore, this study designed a dependency questionnaire using Analytic Network Process (ANP) based on the defined goals, criteria, subcriteria, and program dependencies. Five experts from the financial industry and academia with more than eight years of working experience were invited to compute the weights and find the optimum program accordingly. This study found that the weights of the functional programs were higher than the weights of the accessible programs; therefore, users could be convinced of the credibility and persuasiveness of mobile financial services by strengthening the mobile banking service items, thus promoting individuals' willingness for the sustained use of mobile banking transaction services. Suggestions were proposed for functional programs that could be provided to the banking industry as a basis for decision making regarding service systems and service quality enhancement, thus further boosting user confidence in the transaction platforms of mobile banking systems. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMobile banking system. =650 \0$aMobile banking service. =650 \0$aAnalytic network process. =650 \0$aGlobal system for mobile communications$xSecurity measures. =650 \0$aBanks and banking, Mobile$xSecurity measures. =650 14$aMobile banking system. =650 24$aMobile banking service. =650 24$aElaboration likelihood model. =650 24$aELM. =650 24$aAnalytic network process. =650 24$aANP. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130055.htm =LDR 03509nab a2200541 i 4500 =001 JTE20130297 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130297$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130297$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR853.S7 =082 04$a610.72/7$223 =100 1\$aXu, Wei,$eauthor. =245 12$aA Novel Nonlinear Integrated Forecasting Model of Logistic Regression and Support Vector Machine for Business Failure Prediction with All Sample Sizes /$cWei Xu, Zhi Xiao, Daoli Yang, Xianglei Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b54 =520 3\$aThe aim of this work was to improve the forecasting performance of business failure prediction with all sample sizes by constructing a novel nonlinear integrated forecasting model (ANIFM) of individual linear forecasting models and individual nonlinear forecasting models. First, a new variable set including internal variables and external variables was proposed. Using scatter diagrams, all variables were placed in either the linear group or the nonlinear group. We considered logistic regression (LR) as the individual linear forecasting method to deal with each linear variable, the support vector machine (SVM) as the individual nonlinear forecasting method to deal with each nonlinear variable, and the residual SVM as the integration method to integrate the forecasts of LRs and SVMs. The proposed procedure was applied to real datasets from China. For performance comparison, single LR, SVM methods, integration forecasting models based on equal weights and on neural networks, and one based on rough set and Dempster-Shafer evidence theory (D-S theory) were also included in the empirical experiment as benchmarks. The experimental results demonstrate the superior forecasting performance of the proposed ANIFM in terms of forecasting accuracy and forecasting stability, especially with small sample sizes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLogistic regression. =650 \0$aSample size. =650 \0$aSupport vector machine. =650 \0$aResearch Design. =650 \0$aSingle subject research$vHandbooks, manuals, etc. =650 14$aBusiness failure prediction. =650 24$aIntegrated forecasting model. =650 24$aSample size. =650 24$aSupport vector machine. =650 24$aLogistic regression. =700 1\$aXiao, Zhi,$eauthor. =700 1\$aYang, Daoli,$eauthor. =700 1\$aYang, Xianglei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130297.htm =LDR 03758nab a2200541 i 4500 =001 JTE20130319 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130319$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130319$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aBraham, Andrew,$eauthor. =245 10$aCharacterizing Compactability of High RAP and Warm Mix Asphalt Mixtures in the Superpave Gyratory Compactor. /$cAndrew Braham, Todd Lynn, Richard Steger, Roger Pyle. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aCompactability of asphalt concrete mixtures is critical for successful long-term performance in the field. Laboratory samples are necessary for volumetric analysis and performance testing during the design process, so the ability to quantify compactability during specimen production in the lab would be highly beneficial. While there has been significant work in defining compaction characteristics of asphalt concrete, most of this work has revolved around traditional Hot Mix Asphalt (HMA), and little work has been done with Warm Mix Asphalt (WMA) or high percentage Recycled Asphalt Pavement (RAP) mixtures. This research examined HMA without RAP (HMA Virgin), HMA with 35 % RAP (HMA RAP), and two WMA technologies with 35 % RAP (WMA 1 and WMA 2). Four compactability metrics were evaluated, including number of gyrations to 92 % density (N92), Construction Densification Index (CDI), the Construction Force Index (CFI), and the newly introduced Normalized Shear Index (NSI). This research found that the WMA technologies improved the compactability of asphalt concrete, as did the addition of RAP. In general, the WMA 1 showed better compactability than WMA 2, but this could be partially attributed to a softer binder grade, higher asphalt binder content, and the potential for a tender mix, as indicated by the normalized shear curve. The HMA RAP mixture also had a higher asphalt binder content compared to HMA Virgin, which could have contributed to the improved compactability. The NSI metric consistently showed the lowest Coefficient of Variation (COV) values and has the potential to distinguish tender mixtures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompactability. =650 \0$aHot mix asphalt. =650 \0$aWarm mix asphalt. =650 \0$aNormalized shear index. =650 \0$aPavements, Asphalt concrete. =650 14$aHot mix asphalt. =650 24$aWarm mix asphalt. =650 24$aRecycled asphalt pavement. =650 24$aCompactability. =650 24$aNormalized shear index. =700 1\$aLynn, Todd,$eauthor. =700 1\$aSteger, Richard,$eauthor. =700 1\$aPyle, Roger,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130319.htm =LDR 02841nab a2200553 i 4500 =001 JTE20130067 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130067$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130067$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH491 =082 04$a571.3/1$223 =100 1\$aZhang, Dong,$eauthor. =245 10$aNumerical Study on the Effect of Coarse-Aggregate Morphology on Shear Performance /$cDong Zhang, Xiaoming Huang, Yongli Zhao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe effect of coarse-aggregate morphology on shear performance was investigated by the discrete element modeling in this paper. An algorithm was developed first to compact aggregates without the need to know the void content. This algorithm uses four steps (aggregate generation, gravity compaction, wall accelerated compaction, and wall uniform compaction) to compact a coarse-aggregate sample. The triaxial shear test was then simulated to evaluate the shear performance of coarse aggregates. Effects of the aggregate angularity, surface texture, flat and elongated ratio, and flat and elongated particle content on the shear performance of coarse aggregates were finally studied based on the results of the triaxial shear test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMorphology. =650 \0$aCoarse aggregates. =650 \0$aShear performance. =650 \0$aTriaxial shear test. =650 \0$aDiscrete element method. =650 \0$aEvolution (Biology) =650 \0$aDevelopmental biology. =650 14$aCoarse aggregates. =650 24$aMorphology. =650 24$aShear performance. =650 24$aDiscrete element method. =650 24$aTriaxial shear test. =700 1\$aHuang, Xiaoming,$eauthor. =700 1\$aZhao, Yongli,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130067.htm =LDR 03298nab a2200541 i 4500 =001 JTE20130066 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130066$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130066$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD381.9.S65 =082 04$a547.7045$223 =100 1\$aZhao, Xia,$eauthor. =245 10$aMethod of Processing Ultrasonic In-line Monitoring Signals in Polymer Mixing Extrusion to Determine Mixing State /$cXia Zhao, Youxing Chen, Zhaoba Wang, Yong Jin, Bin Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThe polymer mixing status along a screw channel has significant impacts the quality of the polymer extrusion process. The development of the techniques for monitoring the polymer mixing status is highly desirable for controlling polymer extrusion results. Therefore, we developed a system equipped with ultrasonic probes for fast data acquisition capability and carried out extrusion experiments on different polymers. Results show that the amplitude of the resulting ultrasonic signals is affected by the mixing status of the polymers; these results can be used to monitor the polymer mixing process along the extruder channel. In this study, we use both rank and low pass filtering to correct amplitude differences in acquired raw signals that arise due to the influence of temperature. We employ the correlation coefficient method to ensure that our comparison of the amplitudes of the acquired signals is reflected from the same screw position. Subsequently, we define signal fluctuation coefficients to investigate the polymer's mixing state. The results show that this method is highly effective for monitoring the inline mixing processes of polymers. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSignal processing. =650 \0$aPolymer mixing state. =650 \0$aUltrasonic monitoring. =650 \0$aPolymer Sciences. =650 \0$aSoft Matter, Complex Fluids. =650 \0$aPolymers$xMixing. =650 14$aUltrasonic monitoring. =650 24$aPolymer mixing state. =650 24$aSignal processing. =700 1\$aChen, Youxing,$eauthor. =700 1\$aWang, Zhaoba,$eauthor. =700 1\$aJin, Yong,$eauthor. =700 1\$aLiu, Bin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130066.htm =LDR 03337nab a2200517 i 4500 =001 JTE20130206 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130206$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130206$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQP624.5.D726 =082 04$a572.8/636$223 =100 1\$aWang, Lei,$eauthor. =245 10$aAutomatic Measurement of Fabric Crease Recovery by Image Sequence Analysis /$cLei Wang, Jianli Liu, Ruru Pan, Jihong Liu, Weidong Gao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aCrease recovery is one of the most important performance properties of fabric that needs to be evaluated frequently for quality improvement and product development. It is often measured by tracking changes in crease angle of a folded specimen in a certain period of time. This paper presents a new automated crease recovery testing system and the trial tests on fabrics with different fiber materials, different weave structures, and different folding methods. The system was designed to record and measure changes of the crease angle in the entire recovery process by using image sequence analysis techniques. Thus, both instantaneous and stable recoveries of the crease angle can be quantified. The system also fully automates the folding, pressing, reading, and other operations on the specimen so that human interferences can be avoided. It was found that the fiber content of a fabric is a determinant factor for crease recovery performance and the weave structure can affect this performance to some extent. Crease recovery also varies with the way of folding the specimen. The recoveries of fabrics with different fiber materials tend to stabilize in different durations, proving the universal testing time set in the current standard test methods is unsuitable for some fabrics. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImage sequence. =650 \0$aCrease recovery angle. =650 \0$aImage analysis. =650 \0$aImage Processing, Computer-Assisted. =650 14$aCrease recovery angle. =650 24$aImage sequence. =650 24$aInstant recovery and stable recovery. =700 1\$aLiu, Jianli,$eauthor. =700 1\$aPan, Ruru,$eauthor. =700 1\$aLiu, Jihong,$eauthor. =700 1\$aGao, Weidong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130206.htm =LDR 03281nab a2200553 i 4500 =001 JTE20130180 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130180$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130180$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P5 =082 04$a620.1/92392$223 =100 1\$aKevern, John T.,$eauthor. =245 10$aEvaluating Permeability and Infiltration Requirements for Pervious Concrete /$cJohn T. Kevern. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aThis paper presents a unique combination of permeability, infiltration, and clogging testing results to provide background information for the specification and design of clog-resistant pervious concrete pavements. Pervious concrete cylindrical samples of various sizes and porosities were tested using a falling-head permeameter in the laboratory. The cylindrical wall effect on porosity and permeability was determined using image analysis along with testing variability. Infiltration was tested on a series of fixed void slab samples that were then clogged with compost, soil, and a compost-soil mixture. Cleaning effectiveness was measured and related to sample properties. The results show that cylinder permeability was highly variable, with 100-mm specimens producing the least variability of the two sizes tested (75 mm and 100 mm). Slab specimens with consistent cross-sectional infiltration were the most clog resistant and had the best infiltration remediation after cleaning. Samples with initial infiltration capacities greater than 750 cm/h were the most clog resistant. The best pavement performance resulted from uniform vertical permeability distribution and high initial infiltration capacity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aClogging. =650 \0$aInfiltration. =650 \0$aPermeability. =650 \0$aPervious concrete. =650 \0$aStormwater management. =650 \0$aBest management practice. =650 \0$aPlastics$vPermeability. =650 \0$aElastomers$vPermeability. =650 14$aPervious concrete. =650 24$aStormwater management. =650 24$aPermeability. =650 24$aInfiltration. =650 24$aBest management practice. =650 24$aClogging. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130180.htm =LDR 02459nab a2200493 i 4500 =001 JTE20130263 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130263$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130263$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519.2/4$223 =100 1\$aAslam, Muhammad,$eauthor. =245 10$aResubmitted Sampling Inspection Plan for Exponentiated Weibull Distribution /$cMuhammad Aslam, Nasrullah Khan, Nisar Ahmad, Chi-Hyuck June =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aThis paper provides a resubmitted lot inspection plan based on the truncated life test when the failure time of a product is modeled by the exponentiated Weibull distribution. The plan parameters are determined by solving the optimization problem of minimizing the average sample number while satisfying the producer's and the consumer's risks. The proposed plan was found to be more efficient than the single inspection plan when it was applied in the carbon fiber industry. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTruncated life test. =650 \0$aOptimization problem. =650 \0$aWeibull distribution. =650 14$aExponentiated Weibull distribution. =650 24$aOptimization problem. =650 24$aTruncated life test. =700 1\$aKhan, Nasrullah,$eauthor. =700 1\$aAhmad, Nisar,$eauthor. =700 1\$aJun, Chi-Hyuck,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130263.htm =LDR 03037nab a2200553 i 4500 =001 JTE20130308 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130308$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130308$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGT2130 =082 04$a391.413$223 =100 1\$aBlanchette, Mark G.,$eauthor. =245 10$aSlip Prediction Accuracy and Bias of the SATRA STM 603 Whole Shoe Tester /$cMark G. Blanchette, Christopher M. Powers. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThe primary purpose of this study was to determine the ability of the SATRA STM 603 whole shoe tester to predict slip potential using EN ISO 13287 test parameters. A secondary purpose was to determine whether altering EN ISO 13287 test parameters improves slip prediction accuracy and assessment bias. The utilized coefficient of friction and kinematic data were recorded for 34 healthy adults. Each subject ambulated across water-contaminated porcelain tile, and the slip outcomes were recorded. Available friction testing was performed with the SATRA STM 603 using EN ISO 13287 test parameters and 44 permutations of EN ISO 13287 test parameters that varied with respect to normal force, sliding velocity, and shoe contact angle. Results revealed that the EN ISO 13287 model exhibited positive coefficient-of-friction assessment bias (0.132) and predicted only 35 % of slip events. Modifying EN ISO 13287 test parameters decreased assessment bias (0.000) and increased slip prediction accuracy to 74 % of slip events. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSlips. =650 \0$aFootwear. =650 \0$aStandard. =650 \0$aEN ISO 13287. =650 \0$aAvailable friction. =650 \0$aShoes$vDesign. =650 14$aSlips. =650 24$aFootwear. =650 24$aAvailable friction. =650 24$aStandard. =650 24$aSATRA. =650 24$aEN ISO 13287. =650 24$aASTM F2913. =700 1\$aPowers, Christopher M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130308.htm =LDR 05174nab a2200577 i 4500 =001 JTE20130321 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130321$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130321$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE75 =082 04$a666.9$223 =100 1\$aDilek, Ufuk,$eauthor. =245 10$aEffects of Manufactured Sand Characteristics on Water Demand of Mortar and Concrete Mixtures /$cUfuk Dilek. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aManufactured sands are produced by crushing rock deposits to produce a fine aggregate that is generally more angular and has a rougher surface texture than naturally weathered sand particles. Manufactured sands can also contain significant quantities of rock dust. As natural sand deposits become depleted near some areas of metropolitan growth and viable sand sources non-susceptible to alkali-silica reactivity are consumed, the use of manufactured sands as a replacement fine aggregate in concrete is receiving attention. Designers, specifiers, contractors, and material suppliers need to understand the effects of manufactured sand angularity, as well as fines content on concrete water demand and concrete durability. As part of a comprehensive research program, various manufactured sand properties and their effects on fresh and hardened concrete properties were investigated. This paper investigates the effects of manufactured sand properties on water demand of mortar and concrete. The relationships between manufactured sand characteristics and hardened concrete properties are discussed in subsequent papers. Manufactured sands with a wide range of particle angularities and fines contents were included in the testing program. The program involved measurement of various sand attributes, and a subsequent testing phase on mortar workability that isolated and evaluated the effect of the subject sand attributes on water demand and workability of mortars. The testing phase, using mortars rather than full-scale concrete mixtures, enabled the isolation of sand attributes, such as particle angularity, particle size, and fine-particle content; it also enabled the evaluation of the effect of each attribute on water demand. Results of mortar testing confirmed that particle angularity and fineness of the sand gradation (as quantified by fineness modulus) influenced the water demand of mortars. Testing performed on a paired comparison basis on individual sizes with substantially different angularities indicated that, as the particle size decreased, the exponential increase in surface area overshadowed any difference caused by particle angularity between particles of comparable size. The results of sand and mortar testing were used in the development of the subsequent testing phase, examining the effects of manufactured sand properties on concrete water demand utilizing full-scale concrete mixtures. A statistically based water demand model was developed for conventional strength concrete. The regression-based model enabled the evaluation of the contribution of each attribute and the relative importance and statistical significance of each contribution. Particle angularity was found to be the dominant contributor to water demand with the secondary contribution from fineness of the overall sand gradation, as quantified by the fineness modulus and quantity of very fine particles. The influence of these factors was statistically significant. Effects caused by well-graded particle distributions were not found to be significant, contrary to initial expectations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRock dust. =650 \0$aAngularity. =650 \0$aWorkability. =650 \0$aWater demand. =650 \0$aFines content. =650 \0$aFine aggregate. =650 \0$aManufactured sand. =650 \0$aMortar$vTesting. =650 \0$aPortland cement$vAnalysis. =650 14$aFine aggregate. =650 24$aAngularity. =650 24$aManufactured sand. =650 24$aWorkability. =650 24$aWater demand. =650 24$aFines content. =650 24$aRock dust. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130321.htm =LDR 02933nab a2200517 i 4500 =001 JTE20130212 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130212$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130212$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHC106.83 =082 04$a330.973$223 =100 1\$aLin, Fengyi,$eauthor. =245 10$aIntegrating Nonlinear Dimensionality Reduction with Random Forests for Financial Distress Prediction /$cFengyi Lin, Ching-Chiang Yeh, Meng-Yuan Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b47 =520 3\$aWith the recent financial crisis, developing accurate financial distress prediction models has become more important. Due to the high-dimensionality of the input data, this study proposes to integrate nonlinear dimensionality reduction (NLDR) techniques, such as isometric feature mapping (ISOMAP) and locally linear embedding (LLE) with random forests (RF) to develop a novel prediction for financial distress. These techniques help to reduce the dimensionality of input data and enhance the performance of RF classifiers. The effectiveness of this methodology has been verified by experiments that compare it to classical linear dimensionality reduction techniques. Empirical results indicated that our hybrid approach outperforms classical linear dimensionality reduction techniques with RF. Moreover, the ISOMAP has better performance than other dimensionality reduction techniques. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRandom forests. =650 \0$aFinancial distress. =650 \0$aLocally linear embedding. =650 \0$aFinancial crises. =650 \0$aEconomics. =650 14$aFinancial distress. =650 24$aNonlinear dimensionality reduction. =650 24$aLocally linear embedding. =650 24$aRandom forests. =700 1\$aYeh, Ching-Chiang,$eauthor. =700 1\$aLee, Meng-Yuan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130212.htm =LDR 03782nab a2200577 i 4500 =001 JTE20130223 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130223$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130223$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC176.8.E4 =082 04$a620.1/697$223 =100 1\$aBao, Chen,$eauthor. =245 10$aEstimation of J-resistance Curves for CT Specimen Based on Unloading Compliance Method and CMOD Data /$cChen Bao, Li-xun Cai, Kai-kai Shi, Yao Yao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe unloading compliance method is one of the most widely used methods in laboratory testing for J-resistance estimation. A specimen configuration including compact tension (CT) is recommended by almost all the standard test procedures for evaluating fracture toughness, such as ASTM E1820-11, ISO 12135-2002, and GB/T 21143-2007. In the unloading compliance method, key techniques including instantaneous crack size measurement, correction of specimen rotation, and J-integral computation can be used for a CT specimen when using load line displacement (LLD) but not when using crack mouth opening displacement (CMOD) from those standard test procedures. However, a CT specimen with CMOD measurement is also used for J-resistance estimation under certain severe environments because of the convenience of measuring displacement. This study proposes a simplified linear formula for crack size calculation for a CT specimen with CMOD data, discusses the rotation correction in detail based on the equivalence of work, and develops reasonable incremental expressions for J-integral computation and a CMOD-to-LLD conversion equation. By measuring the LLD and CMOD data of a CT specimen simultaneously, we carried out experiments on J-resistance curve estimation for four different types of materials. According to the developed procedure of the unloading compliance method in this study, J-resistance curves for all materials determined from LLD and CMOD data of the CT specimen are clearly exhibited. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-resistance curve. =650 \0$aRotation correction. =650 \0$aCrack size measurement. =650 \0$aElectric resistance. =650 \0$aMetals$vElectric properties. =650 14$aJ-resistance curve. =650 24$aUnloading compliance method. =650 24$aCompact tension (CT) specimen. =650 24$aLoad line displacement (LLD) =650 24$aCrack mouth opening displacement (CMOD) =650 24$aCrack size measurement. =650 24$aRotation correction. =650 24$aCMOD-to-LLD conversion. =700 1\$aCai, Li-xun,$eauthor. =700 1\$aShi, Kai-kai,$eauthor. =700 1\$aYao, Yao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130223.htm =LDR 02892nab a2200505 i 4500 =001 JTE20130123 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130123$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130123$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR857.M3 =082 04$a610.28$223 =100 1\$aMelo, José Daniel Diniz,$eauthor. =245 10$aSub-Scale Testing for Strength and Creep-Rupture of Polymers /$cJosé Daniel Diniz Melo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aIn the present research, a sub-scale specimen geometry was proposed for the determination of the tensile strength of polymers. Tensile strength of an aerospace epoxy (8552) was measured at various temperatures using the proposed testing approach and the measured data were compared to data measured using standard-size specimens. According to the experimental data, greater strengths were obtained using sub-scale specimens. This phenomenon was related to the lower probability of having larger flaws in smaller-size specimens. In addition, a creep-rupture master curve for the polymer was obtained by shifting strengths measured at various temperatures, according to an accelerated testing methodology (ATM) based on the time-temperature superposition principle. Ultimately, the proposed sub-scale testing approach may prove feasible for determining tensile strength and the long-term creep strength of a polymer using standard laboratory dynamic mechanical analysis (DMA) equipment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aMaster curve. =650 \0$aSub-scale testing. =650 \0$aComposite materials. =650 \0$aBiocompatible Materials. =650 \0$aPolymers. =650 14$aSub-scale testing. =650 24$aTime-temperature superposition. =650 24$aCreep. =650 24$aMaster curve. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130123.htm =LDR 02885nab a2200505 i 4500 =001 JTE20130114 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130114$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130114$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD9000.5 =082 04$a641.30068/5$223 =100 1\$aRouyendegh, Babak Daneshvar,$eauthor. =245 10$aDeveloping an Integrated ANP and Intuitionistic Fuzzy TOPSIS Model for Supplier Selection /$cBabak Daneshvar Rouyendegh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b54 =520 3\$aThis paper provides an overview of the Analytic Network Process (ANP) and Intuitionistic Fuzzy TOPSIS (IFT) methods for the Multi-Criteria Decision-Making (MCDM) problem under uncertain environments. The study employs an evaluation methodology based on the ANP-IFT where uncertainty and subjectivity are handled with linguistic values. First, the supplier selection problem is formulated using ANP and then used to determine the weights of the criteria by considering the effects of interference and the relationship among the selection criteria. Later, IFT is used to obtain full-ranking of the alternatives based on the opinion of the decision-makers (DMs). The present model provides an accurate and easy classification of supplier attributes using a hybrid model. A numerical example is given to clarify the main results developed in this paper. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSupplier selection. =650 \0$aSupply chain management. =650 \0$aAnalytic network process. =650 \0$aProduce trade$xManagement. =650 \0$aFarm produce$xPackaging. =650 \0$aBusiness logistics$xManagement. =650 14$aSupply chain management. =650 24$aAnalytic network process. =650 24$aIntuitionistic fuzzy TOPSIS. =650 24$aSupplier selection. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130114.htm =LDR 02905nab a2200565 i 4500 =001 JTE20130287 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130287$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130287$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL270 =082 04$a629.24/82$223 =100 1\$aSenabre, C.,$eauthor. =245 10$aExperimental Analysis of the Influence of Toe Angle in Relation to Tire Pressure in the Measurement of Brake Forces at Spanish Ministry of Transport Test Facilities /$cC. Senabre, E. Velasco, S. Valero. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aCurrently, the International Committee of Vehicle Inspection (CITA) requires that the status of brakes be checked at Ministry of Transport (MOT) stations. Article 14 of CITA Law No. 29237 states that "the driver of the vehicle must present the vehicle to an MOT station with the right tire pressure." Unfortunately, in the 2009 MOT Procedure Manual, a procedure for checking tire angles in brake tests at MOT stations is not indicated. In this paper, we present an investigation of the influence of toe angle (the symmetric angle that each wheel makes with the longitudinal axis of the vehicle, also known as tracking or convergence) in relation to the inflation pressure of tires on the measurements of brake force tests at MOT facilities. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSlide. =650 \0$aSlip angle. =650 \0$aBrake tester. =650 \0$aTire pressure. =650 \0$aLongitudinal brake. =650 \0$aTire pressure gages. =650 \0$aTires$vDesign. =650 14$aSlip angle. =650 24$aMinistry of Transport (MOT) =650 24$aBrake tester. =650 24$aLongitudinal brake. =650 24$aSlide. =650 24$aTire pressure. =700 1\$aVelasco, E.,$eauthor. =700 1\$aValero, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130287.htm =LDR 03472nab a2200565 i 4500 =001 JTE20140043 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140043$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140043$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD62.15 =082 04$a658.5/62$223 =100 1\$aVijayaraghavan, R.,$eauthor. =245 10$aDesign and Evaluation of Bayesian Dependent State Sampling Inspection Plans /$cR. Vijayaraghavan, K. M. Sakthivel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b35 =520 3\$aThe theory of sampling inspection procedures by attributes is built upon the general assumptions that the manufacturing process from which lots are formed is stable and that the lot or process fraction nonconforming is a constant. However, in practice, the lots formed from any production process will have quality variations, which occur due to random fluctuations. When quality variations are present in a process, the proportion of nonconforming units in the lots will vary continually. In such cases, Bayesian acceptance sampling plans (BASP), which use prior information on the process variation for taking decisions about the submitted lots, can be employed as an alternative to conventional plans. This paper focuses on the concept of dependent state sampling inspection plans by attributes for continuous production with small acceptance numbers under Bayesian perspective and highlights the properties of its characteristic curves with reference to various parameters. A procedure for determining the parameters of such plans for two specified points on the operating characteristic curves under the conditions of gamma-Poisson distribution is discussed with illustrations. The closed form expressions for the parameters of the plans are also derived. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOperating ratio. =650 \0$aGamma distribution. =650 \0$aPoisson distribution. =650 \0$aBayesian sampling plans. =650 \0$aAcceptable quality level. =650 \0$aTotal quality management. =650 \0$aService industries$vManagement. =650 14$aAcceptable quality level. =650 24$aBayesian sampling plans. =650 24$aDependent state sampling plans. =650 24$aGamma distribution. =650 24$aOperating characteristic curve. =650 24$aOperating ratio. =650 24$aPoisson distribution. =700 1\$aSakthivel, K. M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140043.htm =LDR 04332nab a2200625 i 4500 =001 JTE20130282 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130282$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130282$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P5 =082 04$a620.1/92392$223 =100 1\$aKim, Jin-Su,$eauthor. =245 10$aExperimental Evaluation of a Variable Shear Modulus Characteristic for Magnetorheological Elastomer Due to Induced Current /$cJin-Su Kim, Ji-Hyun Yoon, Un-Chang Jeong, Jae-Eung Oh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThe purpose of this study is to fabricate an anisotropic magnetorheological elastomer (MREs) based on natural rubber (NR) that has a more advanced MR effect than isotropic MREs by using an anisotropic mold. We evaluated variation in the shear modulus of the MREs in the frequency domain under a magnetic field with a continuously-variable induced current. An evaluation system is proposed that includes a magnetic flux generator, which generates a magnetic field via a continuously-variable induced current. One of the anisotropic MREs possessing 30 Volume %, 40 Volume %, and 50 Volume % carbonyl iron powder was expected to have the highest shear modulus variation as a function of the variable induced current. With the evaluation system, we identified the variation and maximum variation rate of the shear modulus of MREs with three different volume fractions of carbonyl iron powder (CIP) and continuously-variable induced current. The magnetic flux density generated by the magnetic flux generator (MFG) is optimized by electromagnetic finite element method (FEM) analysis and response surface method techniques. The values of each design factor determined by the response surface method (RSM) were applied to the redesign of the evaluation system, including the MFG. The proposed system is verified for the range in which MFG can generate magnetic flux density in order to determine the existence of magnetic saturation of the MFG by magnetic circuit analysis. Consequently, the appropriate volume fraction of CIP in MREs without inducing currents can be determined for any desired shear modulus. The desired volume fraction of CIP in the anisotropic MREs can be approximated to achieve an appropriate shear modulus variation rate. This study demonstrates that it is possible to obtain an appropriate volume fraction of CIP and induced current to achieve the desired shear modulus variation rate of an anisotropic MRE. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCurrent. =650 \0$aShear modulus. =650 \0$aNatural rubber. =650 \0$aEvaluation system. =650 \0$aCarbonyl iron powder. =650 \0$aMagnetic flux generator. =650 \0$aResponse surface method. =650 \0$aElastomers$vPermeability. =650 14$aShear modulus. =650 24$aMagnetorheological elastomer. =650 24$aNatural rubber. =650 24$aEvaluation system. =650 24$aCurrent. =650 24$aScanning electron microscope. =650 24$aResponse surface method. =650 24$aCarbonyl iron powder. =650 24$aMagnetic flux generator. =700 1\$aYoon, Ji-Hyun,$eauthor. =700 1\$aJeong, Un-Chang,$eauthor. =700 1\$aOh, Jae-Eung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130282.htm =LDR 03818nab a2200565 i 4500 =001 JTE20120321 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120321$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120321$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA492.W4 =082 04$a671.520422$223 =100 1\$aSchindler, Hans-Jakob,$eauthor. =245 12$aA Closer Look at Effects of the Loading Rate on Fracture Toughness in the Ductile-to-Brittle Transition Regime of a Ferritic Steel /$cHans-Jakob Schindler, Dietmar Kalkhof. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aAn increased loading rate causes not only a shift of the ductile-to-brittle transition curve, but also a slight change of the shape of this curve. The latter tends to become steeper as the loading rate increases. This effect was observed even at loading rates that are considered to be quasi-static according to ASTM E1921-13: Standard Test Method for Determination of Reference Temperature, T0, for Ferritic Steels in the Transition Range, Annual Book of ASTM Standards, ASTM International, West Conshohocken, PA, 2013. Actually, the coefficient 0.019 in the exponent of the MC turned out to be substantially higher at elevated loading rates. This means that a basic assumption of the evaluation procedure of ASTM E1921 is not met, which leads to an increased uncertainty of T0 or T0,x, respectively. This effect of is most pronounced in testing at elevated loading rates using the single-temperature option. An improved method to determine the reference temperature is proposed, where the exponent in the median transition curve in ASTM E1921 is considered to be an open parameter. The resulting reference temperatures, denoted as T100 andT100,x, respectively, are expected to be more accurate than standard T0, which is confirmed by comparison with experimental data. Furthermore, the validity requirements for T100 are less restrictive and more suitable than those in ASTM E1921, since they do not depend on the outcome of the tests. Based on the improved data, an improved estimation formula for the rate-induced shift of T0 is derived. Suggestions are made for improvement of ASTM E1921. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLoading rate. =650 \0$aMaster curve. =650 \0$aFerritic steel. =650 \0$aTemperature shift. =650 \0$aReference temperature. =650 \0$aFerritic steel$xMechanical properties. =650 \0$aSteel alloys$xMechanical properties. =650 \0$aMetallurgy. =650 14$aReference temperature. =650 24$aFerritic steel. =650 24$aLoading rate. =650 24$aTemperature shift. =650 24$aDuctile-to-brittle transition. =650 24$aMaster curve. =700 1\$aKalkhof, Dietmar,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120321.htm =LDR 02936nab a2200589 i 4500 =001 JTE20130275 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130275$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130275$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P58 =082 04$a691/.92$223 =100 1\$aGuo, Zengge,$eauthor. =245 14$aThe Factors Affecting the Shear Viscosity of Poly (Ethylene Terephthalate) Melt Under Reverse Pressure /$cZengge Guo, Xin Li, Jian Li, Bin Zhang, Bowen Cheng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b38 =520 3\$aIn this study, the variation in the rheological behavior of poly (ethylene terephthalate) (PET) melt was investigated by the capillary rheometer and counter pressure chamber where the pressure at the outlet of the capillary was higher than the normal pressure. The investigation revealed that the shear viscosity of PET decreased with increasing temperature. Noticeably, the effect of temperature on the shear viscosity displayed variation under all the conditions of shear rates and pressures, and this effect was more significant at 50 MPa or at 216 s-1. The viscous fluid activation energy of PET was measured to be 42.97-79.22 KJ.mol-1, which increased with an increase in pressure and decrease in shear rate. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPressure. =650 \0$aShear rate. =650 \0$aTemperature. =650 \0$aShear viscosity. =650 \0$aFlow fluid activation. =650 \0$aPolyethylene terephthalate. =650 \0$aPlastics in building. =650 14$aPoly (ethylene terephthalate) =650 24$aShear viscosity. =650 24$aPressure. =650 24$aTemperature. =650 24$aShear rate. =650 24$aFlow fluid activation. =700 1\$aLi, Xin,$eauthor. =700 1\$aLi, Jian,$eauthor. =700 1\$aZhang, Bin,$eauthor. =700 1\$aCheng, Bowen,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130275.htm =LDR 02998nab a2200517 i 4500 =001 JTE20130190 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130190$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130190$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTR655 =082 04$a770$223 =100 1\$aYou, Taewoo,$eauthor. =245 10$aRegression-Based Stiffness Test for Pallets Based on Sample Period Reduction by Trimming /$cTaewoo You, Jae Kyun Eom. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThis article proposes a regression-based stiffness test for pallets based on sample period reduction by trimming. The deflection data are collected from the stiffness tests for pallets, of which one group is from virgin pallets, produced by a Korean and a European vendor, and the other group is from recycle pallets made by a Korean vendor. The data consist of the test sample in normal as well as high temperature condition. Applying the cumulative sum of residuals (CUSUM) and the likelihood ratio (LR) methods, we identify the exact points of structural breaks, thereby rejecting the time-constancy of regression relationship. Specifically, the regression relationship turns out heavily influenced by the initial period of the tests. We remedy the potential biases stemming from the initial period by trimming the initial period out of the sample. It is shown that forecasting performances are substantially improved by the truncation of the first hour data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aData trimming. =650 \0$aPlastic pallet. =650 \0$aStructural break. =650 \0$aPhotography$vRetouching$vData processing. =650 \0$aPhotographs$vTrimming, mounting, etc. =650 14$aRegression-based stiffness test. =650 24$aForecasted deflection of pallet. =650 24$aStructural break. =650 24$aData trimming. =650 24$aPlastic pallet. =700 1\$aEom, Jae Kyun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130190.htm =LDR 02324nab a2200481 i 4500 =001 JTE20130333 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130333$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130333$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD75.4.C34 =082 04$a621.37/2$223 =100 1\$aWang, Enyang,$eauthor. =245 12$aA Study on CMOD-Based Compliance Calibration Functions for Clamped Single-Edge Tension Specimens /$cEnyang Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThe compliance calibration function for the clamped single-edge tension (SE(T)) specimen has not been reported in the literature. Based upon the inverse fitting of the three existing CMOD-based compliance equations, three CMOD-based compliance calibration equations are proposed for specimens with a crack length-to-width ratio 0.05 <= a/W <= 0.75. The fitting errors of the equations here employed are no greater than 1 %. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShallow crack. =650 \0$aSE(T) specimen. =650 \0$aCalibration. =650 14$aCrack mouth opening displacement (CMOD) =650 24$aSE(T) specimen. =650 24$aCompliance calibration function. =650 24$aShallow crack. =650 24$aCMOD compliance prediction. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130333.htm =LDR 03381nab a2200553 i 4500 =001 JTE20130314 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130314$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130314$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD382.H4 =082 04$a620.1/9204296/0287$223 =100 1\$aHuang, Shin-Che,$eauthor. =245 10$aInfluence of Rejuvenators on the Physical Properties of RAP Binders /$cShin-Che Huang, Qian Qin, Will R. Grimes, Adam Troy Pauli, Ron Glaser. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aAn experimental study was conducted to characterize the physical properties of rejuvenated RAP binders at low, intermediate, and high temperatures via dynamic shear rheometer (DSR) and differential scanning calorimeter (DSC) measurements. A dynamic shear rheometer was used to conduct frequency sweeps at temperatures ranging from -20°C to 80°C in increments of 20°C. The effect of rejuvenators on the thermal behavior of highly aged asphalt binders was also studied by temperature-modulated differential scanning calorimetry (TMDSC). Both DSR and DSC indicate that the interaction between rejuvenators and asphalt binders has different softening effects on RAP binders. Of the four concentrations used in this study, 10 wt. % of rejuvenator appears to be the optimum. 30 wt. % of rejuvenator onto highly aged binder results in material softer than the original RTFO-aged asphalt binders. Rheological results suggest that vegetable oil base and maltene base rejuvenators provide similar flow property improvement for highly aged binders. The DSC results indicate that vegetable-oil-based rejuvenator improves thermal behavior the most as compared to the other two rejuvenators. The results obtained from rheological testing agree with the results from DSC. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRheometer. =650 \0$aRejuvenator. =650 \0$aCompatibility. =650 \0$aDifferential scanning calorimetry. =650 \0$aCalorimetry. =650 14$aRejuvenator. =650 24$aRAP. =650 24$aRheometer. =650 24$aCompatibility. =650 24$aDifferential scanning calorimetr. =700 1\$aQin, Qian,$eauthor. =700 1\$aGrimes, Will R.,$eauthor. =700 1\$aPauli, Adam Troy,$eauthor. =700 1\$aGlaser, Ron,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130314.htm =LDR 02825nab a2200541 i 4500 =001 JTE12347J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12347J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12347J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE210.4 =082 04$a005.7/33$223 =100 1\$aPandian, NS.,$eauthor. =245 10$aCalifornia Bearing Ratio Behavior of Cement-Stabilized Fly Ash-Soil Mixes /$cNS. Pandian, KC. Krishna. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThermal power stations using pulverized coal as fuel generate large quantities of fly ash as a byproduct, which has created environmental and disposal problems. Using fly ash for gainful applications will solve these problems. Among the various possible uses for fly ash, the most massive and effective utilization is in geotechnical engineering applications like backfill material, construction of embankments, as a subbase material, etc. A proper understanding of fly ash-soil mixes is likely to provide viable solutions for its large-scale utilization. Earlier studies initiated in the laboratory have resulted in a good understanding of the California Bearing Ratio (CBR) behavior of fly ash-soil mixes. Subsequently, in order to increase the CBR value, cement has been tried as an additive to fly ash-soil mixes. This paper reports the results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCement. =650 \0$aFly ash. =650 \0$aBlack cotton soil. =650 \0$aCalifornia bearing ratio. =650 \0$aFlyash. =650 \0$aLime. =650 \0$aSoilcement. =650 \0$aSoilstabilization. =650 14$aCalifornia bearing ratio. =650 24$aFly ash. =650 24$aCement. =650 24$aBlack cotton soil. =700 1\$aKrishna, KC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12347J.htm =LDR 02992nab a2200613 i 4500 =001 JTE12341J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12341J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12341J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96142$223 =100 1\$aFletcher, DI.,$eauthor. =245 10$aExperimental Assessment of Materials for Indirect Surface Texturing /$cDI. Fletcher, SA. Al-Battashi, A. Kapoor. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aTribological behavior of surfaces can be enhanced significantly by the presence of very small scale (nanometric) surface textures. Indirect surface texturing is a recently developed process by which a surface texture can be produced through differential wear of the constituents of a bimaterial surface. To enable rapid and low-cost investigation of material pairs that may be used to form such bimaterial surfaces, a specimen and test procedure have been developed and are described in this paper. The specimen allows the extremes of behavior that can be experienced during use of an indirectly textured surface to be assessed. The procedure is demonstrated using steel and titanium carbide (TiC) bimaterial samples that are found to develop a surface step, corresponding to texture development on a treated surface, even following extreme wear by grinding. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWear. =650 \0$aSteel. =650 \0$aTexture. =650 \0$aFriction. =650 \0$aGrinding. =650 \0$aBimaterial. =650 \0$aSurface texturing. =650 \0$aSteel$xMetallurgy. =650 \0$aSteel$xMetallography. =650 14$aTexture. =650 24$aBimaterial. =650 24$aTiC. =650 24$aSteel. =650 24$aGrinding. =650 24$aSurface texturing. =650 24$aWear. =650 24$aFriction. =700 1\$aAl-Battashi, SA.,$eauthor. =700 1\$aKapoor, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12341J.htm =LDR 02395nab a2200505 i 4500 =001 JTE12342J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12342J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12342J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD9135 =082 04$a362.29/6$223 =100 1\$aXiao-bo, Z.,$eauthor. =245 10$aEvaluating the Quality of Cigarettes by an Electronic Nose System /$cZ. Xiao-bo, W. Shou-yi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aAn electronic nose system, which imitates the function of the human olfactory system, has been developed and applied to evaluate the quality of cigarettes. Two major parts of the system, that is, the sensor array and the neural network, are presented. The system has been used to evaluate and classify five different cigarette smokes. The feasibility of evaluating the quality of cigarettes with the electronic nose system has proved sound by the preliminary experiment and the resulting data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCigarettes. =650 \0$aGas sensor array. =650 \0$aArtificial neural network. =650 \0$aCigarettes$xAdditives. =650 \0$aTobacco. =650 \0$aIndustry. =650 14$aArtificial neural network. =650 24$aCigarettes. =650 24$aGas sensor array. =700 1\$aShou-yi, W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12342J.htm =LDR 03156nab a2200625 i 4500 =001 JTE12338J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12338J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12338J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a620.1/127$223 =100 1\$aOuis, D.,$eauthor. =245 13$aAn Acoustical Technique for Determining the Loss Factor of Solid Materials /$cD. Ouis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aA technique is presented here for evaluating the loss factor of a solid material element. This technique is commonly used in room acoustics to evaluate the reverberation time (RT) of rooms, and is therefore reviewed in this paper for applications in solid materials. The reverberation time is a quantity that describes the rate of decay of the sound level in the room, and is inversely proportional to the amount of sound absorption in the room. The loss factor is a measure of the proportion of vibrational energy that is dissipated during one cycle of vibration. Hence, interest is focused in this study on the damping characteristics of the material in terms of the loss factor, which is inversely proportional to RT. The reverberation time may be assessed relatively easily and rapidly from the impulse response of the test specimen as measured with the help of a smart technique. The example of a wood beam-like specimen with artificial defects in the form of voids is presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamping. =650 \0$aDefects. =650 \0$aAcoustics. =650 \0$aVibration. =650 \0$aDispersion. =650 \0$aLoss factor. =650 \0$aImpulse response. =650 \0$aReverberation time. =650 \0$aNondestructive testing. =650 \0$aQuality control. =650 \0$aEngineering inspection. =650 14$aLoss factor. =650 24$aDamping. =650 24$aReverberation time. =650 24$aVibration. =650 24$aAcoustics. =650 24$aNondestructive testing. =650 24$aImpulse response. =650 24$aDefects. =650 24$aDispersion. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12338J.htm =LDR 03221nab a2200613 i 4500 =001 JTE12348J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12348J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12348J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA445 =082 04$a620.135$223 =100 1\$aHanson, JH.,$eauthor. =245 10$aCompression Loading Applied to Round Double Beam Fracture Specimens. II :$bDerivation of Geometry Factor /$cJH. Hanson, AR. Ingraffea. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe round double beam loaded in eccentric compression has been shown to produce usable data when determining the fracture properties of materials with a relatively large characteristic length. In order to reduce these data, the geometry calibration factor must be known for the combination of specimen geometry and loading technique. Numerical simulations using the boundary element method have been used to determine the geometry calibration factor for a round double beam with a length to diameter ratio of 2:1 loaded in eccentric compression. The factor was determined by compliance calibration and direct calculation of stress intensities. Recognizing that laboratory test specimens will not have exactly the same geometry as the simulated specimen, geometry calibration factors have been determined for variations in the base geometry as well. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConcrete. =650 \0$aCompliance calibration. =650 \0$aFinite-element analysis. =650 \0$aStress intensity factor. =650 \0$aFiber-reinforced concrete$xFracture. =650 \0$aCement composites$xService life. =650 \0$aCement composites$xFracture. =650 \0$aConcrete$xTesting. =650 \0$aUltrasonic testing. =650 \0$aFracture testing. =650 14$aFracture toughness testing. =650 24$aRound double beam specimen. =650 24$aEccentric compression loading. =650 24$aGeometry calibration factor. =650 24$aCompliance calibration. =650 24$aStress intensity factor. =650 24$aFinite-element analysis. =650 24$aConcrete. =700 1\$aIngraffea, AR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12348J.htm =LDR 03540nab a2200601 i 4500 =001 JTE12343J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12343J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12343J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519/.1$223 =100 1\$aKrohn, MH.,$eauthor. =245 10$aTest Methodology for Strength Testing of Soda-Lime-Silica Float Glass Before and After Enameling /$cMH. Krohn, JR. Hellmann, DL. Shelleman, DJ. Green, GE. Sakoske, JA. Salem. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aDifferent biaxial flexure test geometries were investigated to determine the most reliable test for evaluating the strength of float glass specimens before and after enameling. The enameled and unenameled samples were tested using the ring-on-ring (ROR) and ball-on-ring (BOR) strength tests. The strengths of each sample set were analyzed using a conventional two-parameter Weibull analysis. For direct comparison of the data, combined Weibull moduli were calculated for the unenameled tin side, unenameled air side, and enameled tin side data sets. The principle of independent action (PIA) was assumed to be the appropriate fracture criterion and the data were scaled to determine if discrepancies existed between the different testing methodologies. The scale parameters (?o) were also calculated for the different test geometries. The results showed that there were no statistical differences between the scaled data. Based on the results it was concluded that the ROR test geometry was the better choice compared to the BOR test geometry because of the larger stressed area. The use of a concentric support ring was also found to be more desirable than a ring on equally spaced balls because of the stress concentrations at the support balls, which can lead to problems. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFloat glass. =650 \0$aBall-on-ring. =650 \0$aRing-on-ring. =650 \0$aBiaxial flexure. =650 \0$aWeibull statistics. =650 \0$aScaling strength data. =650 \0$aWeibull method. =650 14$aBiaxial flexure. =650 24$aWeibull statistics. =650 24$aScaling strength data. =650 24$aFloat glass. =650 24$aRing-on-ring. =650 24$aBall-on-ring. =700 1\$aHellmann, JR.,$eauthor. =700 1\$aShelleman, DL.,$eauthor. =700 1\$aGreen, DJ.,$eauthor. =700 1\$aSakoske, GE.,$eauthor. =700 1\$aSalem, JA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12343J.htm =LDR 03014nab a2200517 i 4500 =001 JTE12339J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12339J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12339J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aHanson, JH.,$eauthor. =245 10$aCompression Loading Applied to Round Double Beam Fracture Specimens. I :$bApplication to Materials with Large Characteristic Lengths /$cJH. Hanson, AR. Ingraffea. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aThe round double beam loaded in tension, RDB(T), or wedging, RDB(W), is part of standard test methods for measuring the fracture toughness of aluminum (ASTM E 1307), cemented carbides (ASTM B 644), and rock.When the combination RDB(T) or RDB(W) is used with materials with a relatively large characteristic length, which is defined as the square of the ratio of fracture toughness to tensile strength, the crack tends to depart from the intended fracture plane rendering the data unusable.Loading the RDB in eccentric compression, RDB(B), has been investigated as an acceptable loading alternative in such cases.Tests of over 100 RDB(B) specimens made from different concrete mixtures using three specimen sizes all produced usable data.In addition, the fracture toughness values obtained from RDB(B) tests are consistent with values obtained from RDB(W) tests.The test equipment, test procedures, and data reduction method are all described in detail for the RDB(B) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConcrete. =650 \0$aCharacteristic length. =650 \0$aSelf-organizing systems. =650 \0$aFracturemechanics. =650 \0$aMetals$xFracture. =650 14$aFracture toughness testing. =650 24$aRound double beam specimen. =650 24$aEccentric compression loading. =650 24$aCharacteristic length. =650 24$aConcrete. =700 1\$aIngraffea, AR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12339J.htm =LDR 02598nab a2200553 i 4500 =001 JTE12344J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12344J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12344J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aNishimura, T.,$eauthor. =245 10$aFatigue Performance of Open Drilled Holes with Burrs /$cT. Nishimura. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aCenter hole tension specimens with similar shapes but different sizes were tested under constant and variable amplitude loads. Fatigue degradation due to burrs was found to be small and/or negligible for relatively large holes with diameters such as 10 and 5 mm, but was marked for smaller holes with diameters of 2 and 1 mm. Finite-element analysis shows that peak stress at a semicircular arc-shaped burr increases as the hole becomes smaller, if the same thickness and the same heights of the burrs are assumed. It is indicated that careful deburring is particularly necessary for small holes to prevent fatigue degradation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHoles. =650 \0$aFatigue. =650 \0$aSize effect. =650 \0$aStress concentration. =650 \0$aFinite-element analysis. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aBurr. =650 24$aFatigue. =650 24$aFinite-element analysis. =650 24$aHoles. =650 24$aSize effect. =650 24$aStress concentration. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12344J.htm =LDR 03382nab a2200589 i 4500 =001 JTE12340J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12340J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12340J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aFletcher, T.,$eauthor. =245 10$aMeasurement of Aggregate Texture and its Influence on Hot Mix Asphalt (HMA) Permanent Deformation /$cT. Fletcher, C. Chandan, E. Masad, K. Sivakumar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aAggregate shape has a significant effect on the performance of asphalt mixes. Designing well-performing asphalt pavements requires developing methods to quantify rapidly and accurately the different aggregate shape properties, and most importantly, relate these properties to performance. Aggregate texture has been identified in several studies to be the shape property that has the most significant influence on asphalt mix performance. This study presents a new procedure for measuring aggregate texture using image analysis techniques. The main advantages of this new procedure are the ability to capture the different sizes of texture elements, to separate the true texture from the color variations on the aggregate surface, and to characterize both fine and coarse aggregates. The procedure is used to measure texture for a wide range of fine and coarse aggregates, and the results are compared with the laboratory performance of asphalt mixes. The analysis shows that the procedure yields detailed information on aggregate texture in a short time. The texture measurements have very good correlation with the resistance of asphalt mixes to permanent deformation measured in the laboratory using different wheel tracking devices. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTexture. =650 \0$aAggregate. =650 \0$aDeformation. =650 \0$aPerformance. =650 \0$aImage analysis. =650 \0$aHot mix asphalt. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aAggregate. =650 24$aTexture. =650 24$aImage analysis. =650 24$aDeformation. =650 24$aHot mix asphalt. =650 24$aPerformance. =700 1\$aChandan, C.,$eauthor. =700 1\$aMasad, E.,$eauthor. =700 1\$aSivakumar, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12340J.htm =LDR 03161nab a2200565 i 4500 =001 JTE12345J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12345J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12345J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aSaadeh, S.,$eauthor. =245 10$aSpatial and Directional Distribution of Aggregates in Asphalt Mixes /$cS. Saadeh, L. Tashman, E. Masad, W. Mogawer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThis study presents experiments and analytical methods to capture and quantify the directional and spatial aggregate distributions in hot mix asphalt (HMA). The quantifying parameters were obtained by processing and analyzing images of HMA sections. An experimental technique in which HMA sections were treated with hydrofluoric acid was developed in order to improve the contrast between aggregates and asphalt prior to capturing an image. The developed methods were used to analyze the aggregate distribution in mixes compacted in the laboratory using the Superpave gyratory compactor (SGC) under different compaction variables, and in the field using different compaction patterns. The field cores exhibited similar aggregate distributions irrespective of the compaction pattern, whereas the angle of gyration and specimen height in the SGC were found to influence significantly the aggregate distribution. Laboratory specimens compacted to a height close to that of field cores, and using an angle of gyration of 1.25°, were better in simulating the aggregate distribution in the field. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAggregate. =650 \0$aCompaction. =650 \0$aImage analysis. =650 \0$aHot mix asphalt. =650 \0$aInternal structure. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aImage analysis. =650 24$aInternal structure. =650 24$aHot mix asphalt. =650 24$aCompaction. =650 24$aAggregate. =700 1\$aTashman, L.,$eauthor. =700 1\$aMasad, E.,$eauthor. =700 1\$aMogawer, W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12345J.htm =LDR 02887nab a2200553 i 4500 =001 JTE12346J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12346J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12346J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA329.7 =082 04$a515.7242$223 =100 1\$aBelloni, G.,$eauthor. =245 10$aOn the Experimental Calibration of a Potential Drop System for Crack Length Measurements in a Compact Tension Specimen /$cG. Belloni, E. Gariboldi, A. Lo Conte, M. Tono, P. Speranzoso. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aThe present study was focused on the setup of a system for monitoring deep cracks in notched specimens in creep and fatigue laboratory tests. The test configuration features, the instrumentation requirements, and the important problems of the calibration for potential drop application to both fatigue and creep crack growth tests on compact tension specimens are discussed in detail. Experimental tests on the compact tension specimen geometry were carried out at ambient and high temperatures in order to define and validate an experimental calibration for this specimen geometry, to check the effect of temperature, and to compare the crack growth calibration curves under creep or fatigue conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack growth. =650 \0$aPotential drop. =650 \0$aCalibration curve. =650 \0$aCompact tension specimen. =650 \0$aPseudodifferential operators. =650 \0$aPotential theory (Mathematics) =650 14$aPotential drop. =650 24$aCompact tension specimen. =650 24$aCrack growth. =650 24$aCalibration curve. =700 1\$aGariboldi, E.,$eauthor. =700 1\$aLo Conte, A.,$eauthor. =700 1\$aTono, M.,$eauthor. =700 1\$aSperanzoso, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12346J.htm =LDR 02798nab a2200577 i 4500 =001 JTE11531J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11531J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11531J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1/7765$223 =100 1\$aBank, LC.,$eauthor. =245 10$aFlexural and Shear Moduli of Full-Section Fiber Reinforced Plastic (FRP) Pultruded Beams /$cLC. Bank. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aAn experimental methodology is presented for the simutaneous determination of the section flexural modulus and the section shear modulus of thin-walled fiber reinforced polyester and vinylester pultruded beams. A pilot test program, involving four different fiber reinforced plastic (FRP) beams, is described and results are discussed. A slenderness ratio is introduced to characterize the shape of the thin-walled beam, and recommended values of this ratio are suggested for design purposes. With available values of the section moduli the designer has the option of using the Timoshenko beam theory instead of the Euler-Bernoulli beam theory. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShear modulus. =650 \0$aFlexure testing. =650 \0$aPultruded beams. =650 \0$aFlexural modulus. =650 \0$aFull-section testing. =650 \0$aTimoshenko beam theory. =650 \0$aFiber-reinforced plastics. =650 \0$aShear (Mechanics) =650 \0$aDeformations (Mechanics) =650 14$aFlexure testing. =650 24$aFull-section testing. =650 24$aFlexural modulus. =650 24$aShear modulus. =650 24$aFiber-reinforced plastics. =650 24$aPultruded beams. =650 24$aTimoshenko beam theory. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11531J.htm =LDR 02609nab a2200517 i 4500 =001 JTE11534J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11534J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11534J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA462 =082 04$a620.1/1223$223 =100 1\$aRagab, AR.,$eauthor. =245 10$aCreep Rupture Behavior of Precorroded Carbon Steel /$cAR. Ragab, H. Alawi, K. Sorein. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aCreep rupture tests have been conducted on specimens of AISI 1018 low carbon steel pre-exposed to various environments: polluted seawater, natural seawater, industrial seashore tide, drinking tap water, and industrial air. Exposure to increasingly corrosive environments before creep testing results in decreasing creep strength by appreciable amounts. With suitable extrapolation procedures, creep rupture test data may be cautiously used to generate design creep curves involving service temperature, stress, and life for precorroded steel. Further experiments are needed to investigate the combined effect of corrosion and creep on rupture life over a wider range of environmental test parameters. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aCreep rupture. =650 \0$aCorrosion creep. =650 \0$aCreep of carbon steel. =650 \0$aCorrosion. =650 14$aCreep. =650 24$aCreep rupture. =650 24$aCorrosion creep. =650 24$aCreep of carbon steel. =700 1\$aAlawi, H.,$eauthor. =700 1\$aSorein, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11534J.htm =LDR 02778nab a2200529 i 4500 =001 JTE11535J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11535J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11535J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aM38-13/80-11E =082 04$a620.1/95$223 =100 1\$aFortes, MA.,$eauthor. =245 10$aExperimental Determination of Hydrostatic Compression versus Volume Change Curves for Cellular Solids /$cMA. Fortes, JJ. Fernandes, I. Serralheiro, ME. Rosa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA floatable solid immersed in a liquid can be made to sink if enough pressure is applied to the liquid to increase the density of the solid to the value of the density of the liquid. If a counterweight, W, is attached to the solid, the sinking pressure is reduced. A simple equation gives the volume of the solid as a function of the sinking pressure for each value of W. This is the basis of an experimental method developed to obtain the volume change, ? V, of a fairly deformable solid, as a function of pressure, p. The method was applied to cork and two polymer foams; (-? V/V0) versus p curves were obtained. These curves are compared with stress-strain curves obtained in uniaxial compression. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCellular materials. =650 \0$aYielding criterion. =650 \0$aHydrostatic compression. =650 \0$aCellularglass. =650 \0$aInsulatingmaterials. =650 \0$aMineral wool. =650 14$aCellular materials. =650 24$aHydrostatic compression. =650 24$aYielding criterion. =700 1\$aFernandes, JJ.,$eauthor. =700 1\$aSerralheiro, I.,$eauthor. =700 1\$aRosa, ME.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11535J.htm =LDR 02098nab a2200421 i 4500 =001 JTE11526J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11526J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11526J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC191 =082 04$a620.1/632$223 =100 1\$aPapadakis, EP.,$eauthor. =245 10$aPreface to "Dynamic Young's Modulus Measurements in Metallic Materials :$bResults of an Interlaboratory Testing Program" /$cEP. Papadakis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA round-robin study usually attempts to have several laboratories measure identical materials by the methods used in each laboratory. Similarly, the methods usually are expected to produce comparable absolute errors if used properly. Round-robins then have the facility to detect gross errors in one operation vis-à-vis the mean and standard deviation of the remainder of the set. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aYoung's modulus. =650 \0$aElastic properties. =650 \0$aMathematical physics. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11526J.htm =LDR 02895nab a2200601 i 4500 =001 JTE11530J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11530J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11530J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aMarci, G.,$eauthor. =245 10$aFatigue Crack Propagation Threshold /$cG. Marci, DE. Castro, V. Bachmann. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aService-type fatigue loading conditions are critically analyzed with respect to their relevance for a fatigue crack growth threshold.It was found that a threshold should be experimentally determined as a function of the monotonic-plastic zone size (i.e., as a function of Kmax) For each Kmax the cyclic-plastic zone size depends on the applied ?K and threshold testing should cover the range ?K ? ?Kth and ?K (R 0) for tension fatigue.For a given plastic zone, Kmax and ?K fixed, the threshold ?Kth could occur anywhere between Kmax and Kmin.This study presents experimental procedures and furnishes results for Inconel 617 and a Ti-6A1-4V alloy which allow one to analyze the influence of the three parameters cited above.It demonstrates the following:. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aApplication. =650 \0$aInconel 617. =650 \0$aTest methods. =650 \0$aFatigue threshold. =650 \0$aCyclic-plastic zone. =650 \0$aMonotonic-plastic zone. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFatigue threshold. =650 24$aMonotonic-plastic zone. =650 24$aCyclic-plastic zone. =650 24$aApplication. =650 24$aTi-6A1-4V. =650 24$aInconel 617. =650 24$aTest methods. =700 1\$aCastro, DE.,$eauthor. =700 1\$aBachmann, V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11530J.htm =LDR 02645nab a2200577 i 4500 =001 JTE11532J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11532J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11532J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aAnderson, TL.,$eauthor. =245 12$aA Model to Predict the Sources and Magnitude of Scatter in Toughness Data in the Transition Region /$cTL. Anderson, D. Stienstra. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aScatter in cleavage fracture toughness data is analyzed with a statistical model. This model indicates that when a material fails by weakest-link cleavage under J-controlled conditions, the corresponding fracture toughness data will follow a two-parameter Weibull distribution with a characteristic slope. This slope is 2.0 for critical J-integral and crack tip opening displacement (CTOD) data, and 4.0 for critical stress intensity values. Published experimental data for a wide range of materials verify these slopes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCleavage. =650 \0$aFracture. =650 \0$aJ-integral. =650 \0$aStatistics. =650 \0$aData scatter. =650 \0$aLocal brittle zones. =650 \0$aFracture mechanics. =650 14$aFracture. =650 24$aCleavage. =650 24$aDuctile-brittle transition. =650 24$aData scatter. =650 24$aCrack tip opening displacement (CTOD) =650 24$aJ-integral. =650 24$aStatistics. =650 24$aLocal brittle zones. =700 1\$aStienstra, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11532J.htm =LDR 02708nab a2200541 i 4500 =001 JTE11533J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11533J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11533J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aTobler, RL.,$eauthor. =245 10$aLinear-Elastic Fracture of High-Nitrogen Austenitic Stainless Steels at Liquid Helium Temperature /$cRL. Tobler, RP. Reed, PT. Purtscher. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aFour commercial Fe-Cr-Ni-Mn austenitic stainless steels containing 0.14, 0.26, 0.28, and 0.37 wt% N were fractured in liquid helium at 4 K, and measurements of the linear-elastic plane-strain stress-intensity factor, KIc, were made. Interstitial nitrogen significantly strengthens these steels at low temperatures so that brittle fractures occur under plane strain conditions at 4 K despite moderate ductility in uniaxial tension. The brittle fracture mechanism at 4 K involves a form of cleavage or slip-band cracking as evidenced by the formation of transgranular facets on {111} planes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture toughness. =650 \0$aFracture mechanisms. =650 \0$aMechanical properties. =650 \0$aStainless steel alloys. =650 \0$aFracture mechanics. =650 14$aAustenitic stainless steels. =650 24$aCryogenic properties of materials. =650 24$aFracture mechanisms. =650 24$aFracture toughness. =650 24$aMechanical properties. =650 24$aStainless steel alloys. =700 1\$aReed, RP.,$eauthor. =700 1\$aPurtscher, PT.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11533J.htm =LDR 02641nab a2200553 i 4500 =001 JTE11529J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11529J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11529J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aMurakami, Y.,$eauthor. =245 10$aEffects of Small Surface Cracks on Ductility Loss in Low Cycle Fatigue of 70/30 Brass /$cY. Murakami, C. Makabe, H. Nisitani. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe loss of fracture ductility after strain cycling in low cycle fatigue tests is not due to so-called weakening or losing of the strength quality caused by irreversible slips in crystals but rather is attributable to the existence of small surface cracks. The degree of loss of fracture ductility depends on the crack length l. If l is larger than the critical length lc, the fatigue crack causes macroscopic shear fracture in the tensile test after strain cycling. On the other hand, if l < lc the fracture surface becomes the so-called cup-and-cone type. For 70/30 brass, lc ? 400 µm. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDuctility. =650 \0$aSmall cracks. =650 \0$aFatigue damage. =650 \0$aDuctile fracture. =650 \0$aLow cycle fatigue. =650 \0$aFracture mechanics. =650 14$aLow cycle fatigue. =650 24$aDuctility. =650 24$aSmall cracks. =650 24$aFatigue damage. =650 24$aDuctile fracture. =650 24$a70/30 brass. =700 1\$aMakabe, C.,$eauthor. =700 1\$aNisitani, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11529J.htm =LDR 03229nab a2200685 i 4500 =001 JTE11527J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11527J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11527J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC191 =082 04$a620.1/632$223 =100 1\$aWolfenden, A.,$eauthor. =245 10$aDynamic Young's Modulus Measurements in Metallic Materials :$bResults of an Interlaboratory Testing Program /$cA. Wolfenden, MR. Harmouche, GV. Blessing, YT. Chen, P. Terranova, V. Dayal, VK. Kinra, JW. Lemmens, RR. Phillips, JS. Smith, P. Mahmoodi, RJ. Wann. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThe results of a round-robin testing study are presented for measurements of dynamic Young's modulus in two nickel-based alloys. The Interlaboratory Testing Program involved six types of apparatus, six different organizations, and specimens from a well-documented source. All the techniques yielded values of dynamic Young's modulus that agreed within 1.6% of each other. For Inconel alloy 600 the dynamic modulus was 213.5 GPa with a standard deviation of 3.6 GPa; for Incoloy alloy 907 the corresponding values were 158.6 and 2.2 GPa, respectively. No significant effect of frequency over the range 780 Hz to 15 MHz was found. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMetals. =650 \0$aDynamic. =650 \0$aElastic modulus. =650 \0$aInterlaboratory. =650 \0$aFrequency dependence. =650 \0$aYoung's modulus. =650 \0$aElastic properties. =650 \0$aMathematical physics. =650 14$aElastic modulus. =650 24$aDynamic. =650 24$aYoung's modulus. =650 24$aMetals. =650 24$aInterlaboratory. =650 24$aFrequency dependence. =700 1\$aHarmouche, MR.,$eauthor. =700 1\$aBlessing, GV.,$eauthor. =700 1\$aChen, YT.,$eauthor. =700 1\$aTerranova, P.,$eauthor. =700 1\$aDayal, V.,$eauthor. =700 1\$aKinra, VK.,$eauthor. =700 1\$aLemmens, JW.,$eauthor. =700 1\$aPhillips, RR.,$eauthor. =700 1\$aSmith, JS.,$eauthor. =700 1\$aMahmoodi, P.,$eauthor. =700 1\$aWann, RJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11527J.htm =LDR 02501nab a2200529 i 4500 =001 JTE11528J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11528J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11528J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/126$223 =100 1\$aMorrison, J.,$eauthor. =245 10$aComparison of Chevron-Notched Specimen Types for Fracture Toughness Testing of Aluminum /$cJ. Morrison, JP. Gough, KJ. KarisAllen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThere is increasing interest in the use of chevron-notched specimens for the measurement of plane-strain fracture toughness. Attention has been focussed on the short rod/bar specimens, for which several different geometries have been proposed. This paper describes a series of tests on 6061-T651 aluminum alloy aimed at providing a comparison of five short rod/bar specimen types with three different thicknesses. Also included are data from standard compact-tension specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAluminum. =650 \0$aTest methods. =650 \0$aFracture toughness. =650 \0$aChevron-notched specimens. =650 \0$aFracture mechanics. =650 14$aFracture toughness. =650 24$aFracture mechanics. =650 24$aTest methods. =650 24$aChevron-notched specimens. =650 24$aAluminum. =700 1\$aGough, JP.,$eauthor. =700 1\$aKarisAllen, KJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11528J.htm =LDR 02985nab a2200529 i 4500 =001 JTE102720 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102720$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102720$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHG1616.I47 =082 04$a368$223 =100 1\$aWu, Cheng-Ru,$eauthor. =245 10$aAnalytic Network Process-Based Approach to Evaluate the Preferable Bancassurance Alliance Model from Supervisory Authorities' Perspectives /$cCheng-Ru Wu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b45 =520 3\$aThis study explores the most preferable model of financial alliance between banks and insurance companies from the point of supervisory authorities. As a decision support system, we incorporate the opinions of industry experts and apply the Analytic Network Process (ANP) technique. Based on the evaluations of the expert panel, the financial holding company option was preferred by Taiwan's Financial Supervisory Commission. The results find the best bancassurance alliance structure is Financial holding company and the order importance of four criteria according to priority are Sufficiency of capital, Risks, Government policies, and Alliance fruitages. This study provides an evaluation criterion for determining the optimal alliance structure for Taiwan's emerging bancassurance sector, and the proposed evaluation criterion provides high-level management of financial institutions, government supervisors, and academicians with recommendations for future development. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEvaluation. =650 \0$aCross-operation. =650 \0$aStrategic alliance. =650 \0$aFinancial supervisory. =650 \0$aBancassurance. =650 \0$aBanking law. =650 14$aEvaluation. =650 24$aANP. =650 24$aBancassurance. =650 24$aCross-operation. =650 24$aStrategic alliance. =650 24$aFinancial supervisory. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102720.htm =LDR 03263nab a2200673 i 4500 =001 JTE102442 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102442$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102442$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8/5$223 =100 1\$aKaloush, Kamil Elias,$eauthor. =245 10$aEvaluation of Fiber-Reinforced Asphalt Mixtures Using Advanced Material Characterization Tests /$cKamil Elias Kaloush, Krishna Prapoorna Biligiri, Waleed Abdelaziz Zeiada, Maria Carolina Rodezno, Jordan Xavier Reed. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aThe objective of this study was to evaluate the material properties of a conventional (control) and fiber-reinforced asphalt mixtures using advanced material characterization tests. The laboratory experimental program included triaxial shear strength, dynamic (complex) modulus, repeated load permanent deformation, fatigue, crack propagation, and indirect tensile strength tests. The data was used to compare the performance of the fiber-modified mixture to the control. The results showed that the fibers improved the mixture's performance in several unique ways against the anticipated major pavement distresses: Permanent deformation, fatigue cracking, and thermal cracking. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlow number. =650 \0$aAramid fibers. =650 \0$aAsphalt mixture. =650 \0$aDynamic modulus. =650 \0$aFatigue cracking. =650 \0$aThermal cracking. =650 \0$aCrack propagation. =650 \0$aPolypropylene fibers. =650 \0$aPermanent deformation. =650 \0$aAsphalt concrete$xTesting. =650 \0$aAsphalt$xAdditives. =650 14$aAsphalt mixture. =650 24$aPolypropylene fibers. =650 24$aAramid fibers. =650 24$aDynamic modulus. =650 24$aPermanent deformation. =650 24$aFlow number. =650 24$aFatigue cracking. =650 24$aThermal cracking. =650 24$aCrack propagation. =700 1\$aBiligiri, Krishna Prapoorna,$eauthor. =700 1\$aZeiada, Waleed Abdelaziz,$eauthor. =700 1\$aRodezno, Maria Carolina,$eauthor. =700 1\$aReed, Jordan Xavier,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102442.htm =LDR 03572nab a2200685 i 4500 =001 JTE102420 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102420$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102420$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH1301 =082 04$a693.2$223 =100 1\$aLaefer, Debra F.,$eauthor. =245 10$aTheoretical Solutions for Strength-Scaled Unreinforced Masonry for Scaled Soil-Structure Experimentation /$cDebra F. Laefer, Aykut Erkal, Edward J. Cording, James H. Long, Linh Truong Hong. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b32 =520 3\$aReduced-scale masonry testing offers advantages of lower costs and shorter schedules compared to full-scale testing, but achieving results reflective of full-scale behavior requires development and fulfillment of appropriate scaling relationships. In many model-scale experiments, geometric scaling occurs, but kinematic and/or dynamic similitude is not fully satisfied. This paper describes the theoretical basis and evolution of the equations necessary to achieve kinematic similitude for soil-structure testing at one-gravity for unreinforced masonry. Critical considerations relate to preventing the soil from being overloaded. By adopting a standard linear relationship of increased soil stiffness with depth, the controlling principle becomes the application of restricted scaled-loads throughout the entirety of the structure-soil system. As such, material strength and stiffness must be scaled accordingly to respond appropriately under the reduced stress. An example is provided for an adjacent excavation experiment with related empirical verification and computational quantification. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCracks. =650 \0$aMortar. =650 \0$aScaling. =650 \0$aBrick masonry. =650 \0$aSoil-structure. =650 \0$aNon-cohesive soil. =650 \0$aLaboratory testing. =650 \0$aAdjacent excavation. =650 \0$aHistoric preservation. =650 \0$aBuilding, Brick. =650 \0$aBricks. =650 14$aBrick masonry. =650 24$aMortar. =650 24$aLaboratory testing. =650 24$aSoil-structure. =650 24$aScaling. =650 24$aSand. =650 24$aAdjacent excavation. =650 24$aCracks. =650 24$aHistoric preservation. =650 24$aNon-cohesive soil. =700 1\$aErkal, Aykut,$eauthor. =700 1\$aCording, Edward J.,$eauthor. =700 1\$aLong, James H.,$eauthor. =700 1\$aHong, Linh Truong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102420.htm =LDR 03017nab a2200505 i 4500 =001 JTE102513 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102513$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102513$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7872.F73 =082 04$a621.3815/486$223 =100 1\$aSmith, Hurtford,$eauthor. =245 10$aCalibration Surface Design and Validation for Terrain Measurement Systems /$cHurtford Smith, John B. Ferris. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aTraditionally, terrain profilers have been evaluated based on their ability to reproduce measurements made from some reference device (e.g., a rod and level). The measurement error inherent in these reference measurements has become significant as terrain profilers have become more accurate. This work develops the design requirements of a calibration surface that will provide an absolute reference by which to compare measured terrain profiles, and the event is used to test the accuracy of an inertial profiler. Four main requirements must be considered when designing a calibration surface. First, sharp-edged high bandwidth events must be implemented, and the surface must have a varying reflectivity to test the terrain profiler's ability to measure the relative distance from itself to the terrain. The calibration surface must also gage the profiler's ability to repeatedly measure longitudinal distance. Finally, the event must be easily transported and reproducible. An implementation example is used to demonstrate a potential calibration surface design and accuracy verification procedure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAbsolute. =650 \0$aReproducible. =650 \0$aTerrain profile. =650 \0$aCalibration. =650 \0$aCalibration surface. =650 14$aCalibration surface. =650 24$aTerrain profile. =650 24$aAbsolute. =650 24$aReproducible. =700 1\$aFerris, John B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102513.htm =LDR 02753nab a2200505 i 4500 =001 JTE102555 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102555$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102555$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA967 =082 04$a725/.51/0973$223 =100 1\$aLin, Chin-Tsai,$eauthor. =245 10$aEvaluating the Optimal City in South China for New Medical Facilities :$bThe Application Modified Porter's Diamond Framework /$cChin-Tsai Lin, Meng-Chuan Tsai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b35 =520 3\$aThis study presents the methods for modeling optimal city selection for new medical facilities in South China. This study has the objective of identifying the key criteria determining the relative advantages of different cities as a location for a new medical facility to help optimize the location of such facilities. The optimal city depends on various complex and interdependent criteria from the perspective of investors and managers. The weights of the multi-interrelationships criteria are assessed using the analytic network process (ANP) technique. Then, the values obtained for each city are determined using the technique for order preference by similarity to ideal solution utilizing the weights from ANP. Finally, Shenzhen was identified as the best city for a new facility. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMedical facility. =650 \0$aDiamond framework. =650 \0$aMedical facilities. =650 \0$aMedical care. =650 \0$aHealth institutions. =650 14$aDiamond framework. =650 24$aMedical facility. =650 24$aANP. =650 24$aTOPSIS. =700 1\$aTsai, Meng-Chuan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102555.htm =LDR 03191nab a2200529 i 4500 =001 JTE102682 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102682$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102682$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a721.0445$223 =100 1\$aEveslage, Troy,$eauthor. =245 10$aEffect of Variations in Practice of ASTM D7522 Standard Pull-Off Test for FRP-Concrete Interfaces /$cTroy Eveslage, John Aidoo, Kent A. Harries, William Bro. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe recently promulgated ASTM D7522 Standard Test Method for Pull-Off Strength for FRP Bonded to Concrete Substrate provides a method for quality control and acceptance testing of fiber reinforced polymer (FRP) systems adhesively bonded to a concrete substrate. In the process of developing ASTM D7522, a number of comments and questions were received-some were incorporated as best practices and some were tabled, requiring further investigation. The present study addresses the latter issues and thereby directs future amendments of the ASTM D7522 standard method. Specifically, this study addresses the effects of specimen shape, the effects of variation in specimen cut depth, methods of cutting square specimens, and the impact of retesting specimens that do not fail during their initial test. It is shown that square specimens should be permitted although their results may not be directly compared with round specimens and they may have some other practical considerations affecting their use. Additionally, it is shown that cutting too deeply into the concrete substrate results in lower values of pull-off strength. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConcrete. =650 \0$aPull-off test. =650 \0$aRepair/retrofit. =650 \0$aConcrete construction. =650 \0$aConcrete$xSocial aspects. =650 14$aConcrete. =650 24$aFiber reinforced polymer composite. =650 24$aPull-off test. =650 24$aRepair/retrofit. =700 1\$aAidoo, John,$eauthor. =700 1\$aHarries, Kent A.,$eauthor. =700 1\$aBro, William,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102682.htm =LDR 03085nab a2200517 i 4500 =001 JTE102746 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102746$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102746$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP156.P9 =082 04$a660/.2844$223 =100 1\$aRiley, John T.,$eauthor. =245 10$aCoal and Coke Volatile Matter Determination and Reconciliation of Differences in Yields Determined by Two ASTM Methods /$cJohn T. Riley, Enrique G. Yanes, Mason Marsh, Dennis Lawrenz, Liliane Eichenbaum. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aFor over 2 decades, fuel scientists have tried to reconcile the differences between the coal and coke volatile matter yields obtained using either a pre-heated (950°C) minimum volume vertical furnace (ASTM Method D3175) or a macro thermogravimetric analyzer (TGA) system heated to a final temperature of 950°C (macro TGA systems are those using 1 g or larger samples). This paper will describe experiments designed to help explain the differences in volatile matter yields. Parameters studied include sample heating rates, final temperatures, and pre-drying samples. Factors contributing to the differences between the two methods, such as observed differences between plastic and non-plastic coals and fixation of sulfur as sulfate in the pyrolysis residues, will be explained. Results from two interlaboratory studies, each involving over 10 laboratories, and other research projects were used to derive predictive equations to reconcile results from the two methods for determining volatile matter yields in coals. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aVolatile matter. =650 \0$aPyrolysis. =650 14$aCoal. =650 24$aCoke. =650 24$aVolatile matter. =650 24$aMacro thermogravimetric analysis. =650 24$aPyrolysis. =700 1\$aYanes, Enrique G.,$eauthor. =700 1\$aMarsh, Mason,$eauthor. =700 1\$aLawrenz, Dennis,$eauthor. =700 1\$aEichenbaum, Liliane,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102746.htm =LDR 03089nab a2200505 i 4500 =001 JTE102384 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102384$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102384$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS602.R3 =082 04$a628.505$223 =100 1\$aWang, Tao,$eauthor. =245 10$aMethods for Determining the Solubility Parameter of Bitumen /$cTao Wang, Yuzhen Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aA method of computing a one-dimensional solubility parameter (Hildebrand solubility parameter) was used by expressing the molar attraction constants and molar volumes on a "per carbon atom" basis. Besides, two experimental methods of testing three-dimensional solubility parameters (Hansen solubility parameters) of bitumen were used, namely, three-dimensional turbidimetric titration method and dissolution method. By comparing the solubility parameters of six bitumens determined by three different methods, the results show that the solubility parameters of six bitumens determined by the three-dimensional turbidimetric titration method have a wider range than solubility parameters determined by the other two methods. By comparing the solubility parameters determined by three different methods with compatibility evaluation results, the results show that the solubility parameters determined by the three-dimensional turbidimetric titration have the best accordance with compatibility evaluation results. The three-dimensional turbidimetric titration has satisfactory precision and accuracy to determine Hansen three-dimensional solubility parameters. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aComputational method. =650 \0$aSolubility parameters. =650 \0$aDissolution Method. =650 \0$aBitumen. =650 14$aBitumen. =650 24$aSolubility parameters. =650 24$aComputational method. =650 24$aThree-dimensional turbidimetric titration. =650 24$aDissolution method. =700 1\$aZhang, Yuzhen,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102384.htm =LDR 02687nab a2200493 i 4500 =001 JTE102648 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102648$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102648$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC981.8.G56 =082 04$a363.738/74560973$223 =100 1\$aLittle, R. E.,$eauthor. =245 10$aSimulation-Based Maximum Likelihood Median Pragmatic A-Basis and B-Basis Statistical Tolerance Limits Given Fatigue Datum Values with No Censoring or with Potential or Actual Type I Censoring /$cR. E. Little. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aThis technical note introduces the author's simulation-based maximum likelihood median pragmatic A-basis or B-basis statistical tolerance limit calculation methodology. It presents websites that provide exemplar outputs of microcomputer programs that employ this methodology to compute these statistical tolerance limits given (i) replicate Weibull and loge-normal fatigue life datum values pertaining to a material without an endurance limit and (ii) s-N data with either linear and quadratic models pertaining to a material without an endurance limit or with a two-segment straight-line model pertaining to a material with an endurance limit. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aType I censoring. =650 \0$aS-N data and models. =650 \0$aStatistical tolerance limits. =650 \0$aFatigue life data. =650 14$aStatistical tolerance limits. =650 24$aMaximum likelihood analysis. =650 24$aFatigue life data. =650 24$aS-N data and models. =650 24$aType I censoring. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102648.htm =LDR 03330nab a2200505 i 4500 =001 JTE102613 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102613$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102613$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC665.E4 =082 04$a537$223 =100 1\$aSeo, Youngguk,$eauthor. =245 12$aA Full Scale In Situ Evaluation of Strain Characteristics at Highway Flexible Pavement Sections /$cYoungguk Seo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe objective of this study was to evaluate the strain characteristics in asphalt pavements with respect to five in situ factors: Layer thickness, vehicle speed, axle weight, pavement temperature, and lateral distance between loading tire and sensor (i.e., loading offset). Two sets of moving load tests have been performed at three asphalt sections (A14, A5, and A8) selected from the Korea Highway Corporation Test Road. Design variables for those sections included base thickness (80, 180, and 280 mm) and base type (BB1, BB3, and aggregate). A three-axle (single-tandem) dump truck was adopted as a loading source, and steel plates were added to simulate heavy axle loads. Each pavement section was loaded at different speeds ranging from 20 to 80 km/h and was tested in different seasons from 2003 to 2004. In addition, the effect of loading offset was investigated with seven loading courses in one of the sections in 2006. This study first demonstrated that the rank between longitudinal and transverse strains can be changed as pavement ages under different temperatures. With multiple regression analysis on 123 data collected, a relation between field testing variables and the maximum strains in both directions was created to further understand statistical contributions of individual variables to stain anisotropy characteristics. As a result, both pavement temperature and layer thickness were found to be the most significant field variables. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOffset. =650 \0$aStrain. =650 \0$aTest road. =650 \0$aAnisotropy. =650 \0$aComposite materials. =650 14$aTest road. =650 24$aStrain. =650 24$aAnisotropy. =650 24$aMultiple regression analysis. =650 24$aOffset. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102613.htm =LDR 03415nab a2200517 i 4500 =001 JTE102320 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102320$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102320$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE1 =082 04$a380.5/08$223 =100 1\$aGedafa, Daba S.,$eauthor. =245 10$aNetwork Level Testing for Pavement Structural Evaluation Using a Rolling Wheel Deflectometer /$cDaba S. Gedafa, Mustaque Hossain, Richard Miller, Douglas A. Steele. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aStructural evaluation can be very useful at the network level of pavement management for project prioritization purposes. However, due to expenses involved in data collection and analysis, pavements are not tested for structural capacity at the network level. Rolling wheel deflectometer (RWD), which measures surface deflections at highway speed, is an alternate, faster method of pavement deflection testing for network level data collection. This study was initiated to assess the feasibility of using RWD for network level pavement deflection measurements. RWD deflection data was collected under an 80-kN axle load and at about highway speed on non-interstate highways in northeast Kansas in July 2006. Falling-wheel deflectometer (FWD) data on these roads, collected from 1998 to 2006, were also used for comparison. The computed effective structural numbers from both FWD and RWD deflection data were compared. The results show that the deflections measured by RWD and the center (first sensor) deflections from FWD are statistically similar. The effective structural numbers computed from the FWD and RWD deflection measurements are also statistically similar. Thus RWD appears to be a valuable tool for structural capacity evaluation of pavements at the network level. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPavement temperature. =650 \0$aPavements$xDesign and construction. =650 \0$aPavements$xPerformance. =650 14$aPavement structural evaluation. =650 24$aRolling wheel deflectometer (RWD) =650 24$aFalling-wheel deflectometer (FWD) =650 24$aPavement temperature. =650 24$aFrequency of deflection measurement. =700 1\$aHossain, Mustaque,$eauthor. =700 1\$aMiller, Richard,$eauthor. =700 1\$aSteele, Douglas A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102320.htm =LDR 03887nab a2200553 i 4500 =001 JTE102102 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102102$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102102$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE521.2 =082 04$a551.2/2$223 =100 1\$aBayraktar, Alemdar,$eauthor. =245 10$aEarthquake Behaviour of Kömürhan Highway Bridge Using a Validated Finite Element Model /$cAlemdar Bayraktar, Ahmet Can Altunisik, Bar?s Sevim, Temel Türker. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe aim of this paper is to determine the earthquake behaviour of the Kömürhan Highway Bridge, located at the 51st kilometre of the Elaz?g-Malatya highway over the F?rat River, after finite element model updating using operational modal analyses. Finite element models of the bridge are built with the SAP2000 program to obtain analytical dynamic characteristics such as natural frequencies and mode shapes. The ambient vibration tests are performed using operational modal analysis under traffic loads to attain experimental dynamic characteristics. Vibration data is gathered from both the box girder and bridge deck to compare the results. Measurement time, frequency span, and effective mode number are determined following similar studies and literature. The peak picking method in the frequency domain is used for output-only modal identification. The finite element model of the bridge is updated by changing some uncertainties in the parameters such as material properties and boundary conditions to eliminate the differences between analytical and experimental dynamic characteristics. An analytical model of the bridge after finite element model updating is analyzed using the 1992 Erzincan, Turkey earthquake record, which occurred near the region, to determine the earthquake behaviour of the bridge. At the end of the study, the maximum differences in the natural frequencies are reduced on average from 10 % to 2 %, and a good agreement is found between analytical and experimental natural frequencies and mode shapes by model updating. Also, the variation of internal forces such as bending moment, axial forces, and shear forces for the bridge deck and columns are presented in detail. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPeak picking. =650 \0$aAmbient vibration test. =650 \0$aDynamic characteristics. =650 \0$aEarthquakes. =650 \0$aEarthquake behaviour. =650 14$aAmbient vibration test. =650 24$aDynamic characteristics. =650 24$aEarthquake behaviour. =650 24$aFinite element model updating. =650 24$aOperational modal analysis. =650 24$aPeak picking. =700 1\$aAltunisik, Ahmet Can,$eauthor. =700 1\$aSevim, Bar?s,$eauthor. =700 1\$aTürker, Temel,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102102.htm =LDR 02950nab a2200565 i 4500 =001 JTE102696 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102696$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102696$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aSD1 =082 04$a634.908$223 =100 1\$aZelinka, Samuel L.,$eauthor. =245 10$aWater Vapor Sorption Isotherms for Southern Pine Treated with Several Waterborne Preservatives /$cSamuel L. Zelinka, Samuel V. Glass. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aEquilibrium moisture content (EMC) was measured over a range of relative humidities at 22.5°C to determine whether certain wood preservatives increase the hygroscopicity of southern pine (Pinus sp.) The treatments studied were alkaline copper quaternary (ACQ) at a retention of 6.6 kg.m-3, chromated copper arsenate (CCA) at 6.9 kg.m-3, and disodium octaborate tetrahydrate (DOT) at 3.8 kg.m-3 (equivalent to 2.6 kg.m-3 as B2O3). All treatments examined increased the EMC at relative humidities above 60 %. Wood treated with DOT was the most hygroscopic. At high relative humidities, the ratio of the EMC of ACQ-treated wood to CCA-treated wood was 1.08. It is unlikely that the higher corrosiveness of ACQ compared with CCA is due to this slight increase in hygroscopicity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBorates. =650 \0$aCorrosion. =650 \0$aWater vapor sorption. =650 \0$aPreservative treatments. =650 \0$aWood$xMoisture. =650 \0$aLumber$xDrying. =650 14$aEquilibrium moisture content (EMC) =650 24$aWater vapor sorption. =650 24$aPreservative treatments. =650 24$aChromated copper arsenate (CCA) =650 24$aAlkaline copper quaternary (ACQ) =650 24$aBorates. =650 24$aDisodium octaborate tetrahydrate. =650 24$aCorrosion. =700 1\$aGlass, Samuel V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102696.htm =LDR 03875nab a2200505 i 4500 =001 JTE102464 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102464$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102464$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8$223 =100 1\$aChen, Dar-Hao,$eauthor. =245 10$aLessons Learned from RAP Sections with 17 Years of Service /$cDar-Hao Chen, Feng Hong. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aMaintenance and rehabilitation (M&R) play a key role in maintaining aging highway infrastructures. Asphalt concrete (AC) overlays have been widely used in M&R across the state. The successful application of an AC overlay requires comprehensive and in-depth knowledge regarding its material characteristics and in situ performance. To better understand the AC overlay's behavior, the Texas SPS-5 sections from the Long-Term Pavement Performance program are investigated in this study. The eight test sections perform satisfactorily even after 17 years of service. The purpose of this study is to extract useful information and propagate this success to similar rehabilitation projects. The study includes two aspects of work complementary to each other: (A) Laboratory material properties testing (binder and aggregate tests, overlay tester test, and the Hamburg wheel track test) and (B) in situ pavement performance evaluation (transverse cracking, reflective cracking, rut depth, and ride quality). By integrating the information from both aspects, the findings are given as follows: (1) AC overlay with 35 % reclaimed asphalt pavement (RAP) can perform well if properly designed and constructed; (2) in terms of resisting reflective cracking 1 unit thick of 35 % RAP is equivalent to 0.26 unit thick virgin mixture; (3) with the 40 % reflective cracking rate criterion, the life for virgin AC with a 125 mm overlay is 65 % longer than that for a 50 mm overlay; (4) in terms of pavement performance, no significant difference exists between 50 mm milling and non-milling if the milling does not remove existing cracks completely; (5) the maximum rut depth of 12.7 mm among the test sections indicates that the mixture is rut-resistant, and the existing pavement with lime-treated base and subbase beneath the overlay provides sound foundation; and (6) the overlay tester can be a viable and simple measure to evaluate the asphalt mixtures' reflective cracking resistance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOverlay. =650 \0$aPavement performance. =650 \0$aPavements$xPerformance. =650 \0$aReflective cracking. =650 14$aReflective cracking. =650 24$aPavement performance. =650 24$aReclaimed asphalt pavement (RAP) =650 24$aSPS. =650 24$aOverlay. =700 1\$aHong, Feng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102464.htm =LDR 03981nab a2200517 i 4500 =001 JTE102687 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102687$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102687$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8/5$223 =100 1\$aKoh, Chulseung,$eauthor. =245 10$aCharacterization of the Tensile Properties of Open Graded Friction Course Mixtures Based on Direct and Indirect Tension Tests /$cChulseung Koh, Reynaldo Roque. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThere are several issues of concern regarding indirect tension testing systems to evaluate and characterize tensile properties of open graded friction course (OGFC) mixture.It is necessary to evaluate the Superpave Indirect Tension Test (IDT) in terms of its ability to accurately determine tensile properties of OGFC mixture with an independent testing system.For this purpose, Superpave IDT and Dog-Bone Direct Tension Test (DBDT) were performed in resilient and creep loading modes to determine tensile properties of dense graded and OGFC mixture.It is also necessary to further verify with asphalt mixture, previously established correction factors based on three-dimensional finite element analysis to determine mixture properties accurately from the DBDT testing system.Prior verification was based only on polymer specimen of known properties.The tensile properties of dense graded and OGFC mixtures were successfully obtained with both testing systems employed in this study.Both Superpave IDT and DBDT provided reasonable and consistent test results with respect to test temperature, aging, and binder modification.Observed differences in creep response between the two were explained by well known phenomena involving effects of stress state on mixture properties (lower creep rate were obtained in Superpave IDT where the mixture is subjected to greater confinement) Thus, continued use of the Superpave IDT is recommended because it provides reasonable properties and is much more practical than DBDT.However, relationships to account for stress state effects need to be considered for mechanisms involving uniaxial stress states.DBDT creep compliance is more appropriate for uniaxial stress states (surface tension away from tires), while Superpave IDT creep compliance is more appropriate for stress states involving confinement (bottom or near-surface tension between tires) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep test. =650 \0$aResilient modulus test. =650 \0$aAsphalt concrete$xTesting. =650 \0$aPavements, Asphalt$xTesting. =650 14$aDense graded asphalt mixture. =650 24$aOpen graded friction course mixtures. =650 24$aResilient modulus test. =650 24$aCreep test. =650 24$aSuperpave indirect tension test. =650 24$aDog-bone direct tension test. =700 1\$aRoque, Reynaldo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102687.htm =LDR 03035nab a2200589 i 4500 =001 JTE12355J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12355J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12355J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.2 =082 04$a620.1/06$223 =100 1\$aLippert, SA.,$eauthor. =245 14$aThe Wave-in-a-Tube Method for Estimation of Mechanical Properties of Viscoelastic Materials Using Ultrasound /$cSA. Lippert, EM. Rang, MJ. Grimm. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe wave-in-a-tube method allows for the estimation of material properties of gel-like, viscoelastic materials utilizing only a pair of matched ultrasonic pressure transducers. To employ this technique, a sample tube must be manufactured that (1) has an inside diameter that fits snugly around the element of the transducers being utilized, (2) is as long as the specimen size will allow given the diameter required, and (3) is made of a low-density, solid material. After construction of the container, the sample to be measured is placed in the tube with a pressure transducer fitted into each end with large air pockets eliminated. An ultrasonic pulse is sent through the sample, and the resulting waveform is analyzed per the Reynolds wave-in-a-bar method, yielding the magnitude of the complex moduli. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHoney. =650 \0$aUltrasound. =650 \0$aSilicone gel. =650 \0$aViscoelastic. =650 \0$aComplex modulus. =650 \0$aMaterial properties. =650 \0$aPolymers$xViscosity$xMathematical models. =650 \0$aViscoelastic materials$xMechanical properties. =650 \0$aViscoelasticity$xMathematical models. =650 14$aMaterial properties. =650 24$aUltrasound. =650 24$aViscoelastic. =650 24$aComplex modulus. =650 24$aHoney. =650 24$aSilicone gel. =700 1\$aRang, EM.,$eauthor. =700 1\$aGrimm, MJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12355J.htm =LDR 02751nab a2200493 i 4500 =001 JTE12356J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12356J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12356J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL507 =082 04$a629.1342$223 =100 1\$aSandström, R.,$eauthor. =245 12$aA Procedure for Extended Extrapolation of Creep Rupture Data /$cR. Sandström. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aTo be able to perform extended extrapolation of creep rupture data, i.e., extrapolation by more than a factor of three in time, a new procedure is proposed. A free temperature model for the time-temperature parameter is used that provides a high degree of flexibility. Postassessment tests are formulated to verify that the chosen time-temperature parameter has sufficient stability. In the analysis, criteria are introduced for the position of the predicted creep rupture curve in relation to the scatter band of data as well as criteria on derivatives of the predicted creep rupture curves. The procedure has been applied successfully to five common creep-resistant pressure vessel steels: one low-alloy steel (2Cr 1Mo) and four austenitic stainless steels: 304H, 316, 253MA, and 800H. The small deviations between the full datasets and strongly culled sets demonstrate the validity of the proposed procedure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aRupture. =650 \0$aPressure vessel steel. =650 \0$aExtrapolation. =650 \0$aMetals$xCreep$xStatistical methods. =650 14$aCreep. =650 24$aRupture. =650 24$aExtrapolation. =650 24$aPressure vessel steel. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12356J.htm =LDR 03136nab a2200649 i 4500 =001 JTE12351J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12351J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12351J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.7/08 s$223 =100 1\$aVölkl, R.,$eauthor. =245 10$aEconomical Creep Testing of Ultrahigh-temperature Alloys /$cR. Völkl, D. Freund, B. Fischer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b32 =520 3\$aSpecially designed facilities for creep testing of ultrahigh-temperature alloys are presented. Ohmic heating is chosen for easy access to the sample, quickly attainable heating and cooling rates, and simplicity in design and operation. Strain is measured with a video extensometer by means of the software SuperCreep. SuperCreep allows fast and automated analysis of creep curves. For short but precise representations of creep curves, Bézier splines are used. Creep tests on pure Pt, Pt-10 wt% Rh, and the oxide dispersion strengthened Pt-base alloys Pt DPH and Pt-10 wt% Rh DPH between 1200 and 1600°C have proven the reliability of the equipment. Stationary creep rates follow the Norton power law. Stress exponents, activation energies, and pre-exponential factors are given for the four alloys investigated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPlatinum. =650 \0$aTest facility. =650 \0$aImage analysis. =650 \0$aHigh-temperature. =650 \0$aStrain measurement. =650 \0$aVideo extensometer. =650 \0$aConcrete$xTesting. =650 \0$aPortland cement$xTesting. =650 \0$aPortland cement concrete. =650 \0$aSealing compounds. =650 \0$aCreep. =650 \0$aFreeze thaw durability. =650 14$aTest facility. =650 24$aStrain measurement. =650 24$aVideo extensometer. =650 24$aImage analysis. =650 24$aHigh-temperature. =650 24$aCreep. =650 24$aPlatinum. =650 24$aOxide exponents, strengthened alloys. =700 1\$aFreund, D.,$eauthor. =700 1\$aFischer, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12351J.htm =LDR 03351nab a2200661 i 4500 =001 JTE12354J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12354J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12354J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aYuan, S.,$eauthor. =245 10$aRuggedness Experiments for a Calibrated Hot Box Measuring Fenestration Systems Thermal Transmittance /$cS. Yuan, L. Murch, WP. Goss. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aFor a specific test method, ruggedness experiments are used to determine experimental conditions that significantly influence the measurement results and to determine how closely these conditions must be controlled to reduce their influence. In this paper, the results of ruggedness experiments using hot box test methods (ASTM C 1199, C 1363, and ISO 12567-1) that are used for the thermal transmittance measurement of fenestration systems are presented. A general procedure of ruggedness evaluations was conducted on the University of Massachusetts Research Calibrated Hot Box. Using ASTM E 1169, a Plackett-Burman (P-B) design with eight experiments was used to investigate the effects of the seven most important experimental conditions. Two experimental conditions, the weather side and metering side fan speeds, were found to have the most significant effects on fenestration systems thermal transmittance measurement results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHot box. =650 \0$aFenestration. =650 \0$aHeat transfer. =650 \0$aBuilding envelope. =650 \0$aCalibrated hot box. =650 \0$aThermal measurement. =650 \0$aDesign of experiments. =650 \0$aRuggedness experiment. =650 \0$aThermal transmittance. =650 \0$aElectrical and Electronic Engineering. =650 \0$aMechanical Engineering. =650 \0$aCivil Engineering. =650 14$aRuggedness experiment. =650 24$aDesign of experiments. =650 24$aHot box. =650 24$aCalibrated hot box. =650 24$aThermal transmittance. =650 24$aThermal measurement. =650 24$aHeat transfer. =650 24$aFenestration. =650 24$aBuilding envelope. =700 1\$aMurch, L.,$eauthor. =700 1\$aGoss, WP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12354J.htm =LDR 03057nab a2200589 i 4500 =001 JTE12350J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12350J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12350J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aTawara, K.,$eauthor. =245 10$aImprovement of Sulfur Detection Limits in Petroleum Products Using ASTM D 4045 /$cK. Tawara, Y. Kawabata, Y. Uno. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aTo prevent the adsorption impediment of H2S in the trace sulfur analyzer approved by ASTM D 4045, a specially prepared pure ceramic tube has been advanced to be the only usable reactor for hydrogenolysis procedure. However, a conventional ceramic tube becomes usable by inhibiting the H2S adsorption on the basic impurities by a substitute adsorption of CO2 that can be introduced continuously with H2 in the ceramic reactor. Applying the OxyHydro procedure to reduce the carbon deposit in the analysis of kerosene, a large overestimation error occurred in the determination of a single ppb of sulfur even using the specially prepared pure ceramic tube. The overestimation error was completely eliminated by the continuous introduction of CO2 with H2, even using conventional ceramic reactors. By following procedures to suppress noise from the system, the original limit of detection of 25 ppb sulfur for the analyzer was improved to 0.3 ppb. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aKerosene. =650 \0$aCeramic tube. =650 \0$aCarbon dioxide. =650 \0$aSulfur analysis. =650 \0$aOxyHydro procedure. =650 \0$aSulfur cement. =650 \0$aSulfur. =650 \0$aSulfurasphalt. =650 \0$aAsphaltcement. =650 14$aSulfur analysis. =650 24$aCeramic tube. =650 24$aKerosene. =650 24$aCarbon dioxide. =650 24$aOxyHydro procedure. =650 24$aASTM D 4045. =700 1\$aKawabata, Y.,$eauthor. =700 1\$aUno, Y.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12350J.htm =LDR 03527nab a2200589 i 4500 =001 JTE12349J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12349J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12349J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.8/4$223 =100 1\$aDivinsky, M.,$eauthor. =245 10$aOptimal Quality Characteristic Evaluation for Asphalt Mixing Plants /$cM. Divinsky, S. Nesichi, M. Livneh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe development of a quality system for asphalt mixing plants based on original statistical development is the subject of the current investigation. Quantitative evaluation of the quality characteristic under study and distinguishing the quality level for the plant production process have been analyzed. Results for the diagnostic parameter and quality characteristic evaluations (statistical estimations) have been analyzed and compared, employing process capability indices and the control chart method. Quality evaluation of the asphalt mixture produced based on the quality mark (QM) characteristic presented during a previous analysis and corresponding statistical analysis for diagnostic parameters of the presented results and their practical application are discussed. Additional development of the QM characteristic prediction model has been fulfilled and applied in practice. Results presenting the quality mark characteristic behavior with respect to an elaborated general index have been compared with analogous behavior generated using conventional indices for quality mark evaluation. The model presented for quality mark evaluation regarding asphalt mixing plant production and its practical application provides a significant level of efficiency, but requires further development. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aQuality system. =650 \0$aStatistical analysis. =650 \0$aAsphalt mixing plants. =650 \0$aAsphalt mix production. =650 \0$aConcrete roads. =650 \0$aPavements, Concrete$xDesign and construction. =650 \0$aPortland cement. =650 \0$aAsphalt concrete pavements. =650 \0$aMixing plants. =650 \0$aQuality control. =650 14$aQuality system. =650 24$aQuality mark characteristic. =650 24$aAsphalt mixing plants. =650 24$aAsphalt mix production. =650 24$aStatistical analysis. =700 1\$aNesichi, S.,$eauthor. =700 1\$aLivneh, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12349J.htm =LDR 02270nab a2200493 i 4500 =001 JTE12357J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12357J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12357J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC387.5 =082 04$a617.5/1044$223 =100 1\$aIngmar Johnson, G.,$eauthor. =245 12$aA Comparison of Results on Helmet Impact Testing /$cG. Ingmar Johnson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aDrop impact testing of head protection helmets has been based on different methods in the European Committee for Standardization (CEN) and International Organization for Standardization (ISO) standards. Since it would be desirable to unite these two into one international standard, work was initiated to find out whether the corresponding test methods could be considered equivalent and interchangeable for helmet certification. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImpact testing. =650 \0$aHelmet impact testing. =650 \0$aHelmet Testing. =650 \0$aHelmet Design. =650 \0$aHelmet Standards. =650 \0$aHelmets. =650 14$aHelmets. =650 24$aImpact testing. =650 24$aHelmet impact testing. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12357J.htm =LDR 03310nab a2200601 i 4500 =001 JTE12352J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12352J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12352J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK9203.H4 =082 04$a621.48/3$223 =100 1\$aKapoor, K.,$eauthor. =245 10$aTexture Measurement in Zr-2.5%Nb Pressure Tubes for Pressurized Heavy Water Reactors /$cK. Kapoor, SV. Ramana Rao, T. Sanyal, BP. Kashyap. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aPreferred orientation or crystallographic texture of Zr-2.5%Nb pressure tubes for a pressurized heavy water reactor (PHWR) affects all the critical in-reactor properties. The preferred orientation has to be measured to standardize the process route for getting the desired in-reactor properties. The quantitative determination involves determination of the complete pole figure and calculation of Kearns parameters from the pole figure data. Independently, neither the X-ray reflection nor the X-ray transmission technique can provide the full pole figure data. The literature reports only partial pole figures. Quantification of texture based on partial pole figures may lead to errors in estimation. For a complete pole figure determination, it is required to merge the data from both the reflection and the transmission techniques. This requires a special test setup that can combine the pole figure data obtained from the two techniques. In this paper, a methodology for determination of the complete pole figure with quantitative texture parameters for Zr-2.5%Nb pressure tubes is reported. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTexture. =650 \0$aPole figure. =650 \0$aPressure tubes. =650 \0$aKearns parameters. =650 \0$aX-ray diffraction. =650 \0$aSteam generatingheavywaterreactors. =650 \0$aEnergy. =650 \0$aNuclear Energy. =650 \0$aNuclear Engineering. =650 14$aZr-2.5%Nb. =650 24$aPressure tubes. =650 24$aTexture. =650 24$aPole figure. =650 24$aKearns parameters. =650 24$aX-ray diffraction. =700 1\$aRamana Rao, SV.,$eauthor. =700 1\$aSanyal, T.,$eauthor. =700 1\$aKashyap, BP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12352J.htm =LDR 03205nab a2200565 i 4500 =001 JTE12358J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12358J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12358J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA770 =082 04$a624.164$223 =100 1\$aNarain Singh, D.,$eauthor. =245 10$aFabrication of Thermal Probes for Estimation of Soil Thermal Resistivity /$cD. Narain Singh, K. Devid, A. Dali Naidu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aThermal properties of soils are of great importance in view of the subsurface transmission of heated fluids or high electric currents. For these situations, it is essential to estimate the resistance offered by the soil mass in dissipating the heat generated through it. It has been demonstrated by researchers that soil thermal resistivity is a complex phenomenon that depends on various parameters such as type of soil, particle size distribution, and compaction characteristics. This poses a problem in estimating soil thermal resistivity using existing empirical and mathematical models. This calls for fabrication of a laboratory thermal probe that can be used to measure soil thermal resistivity of a soil sample either remolded to the in situ state of the soil or brought to the laboratory in an undisturbed form. However, as the laboratory sample would not represent the actual in situ state of the soil mass, efforts must be made to measure the soil thermal resistivity with the help of a field thermal probe. These probes, which work on the principle of the transient method, are found to be quite effective in measuring soil thermal resistivity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGravel. =650 \0$aFly ash. =650 \0$aThermal probes. =650 \0$aThermal resistivity. =650 \0$aSoil-structure interaction. =650 \0$aThermal stresses. =650 14$aThermal resistivity. =650 24$aThermal probes. =650 24$aClay. =650 24$aFly ash. =650 24$aSilt. =650 24$aSand. =650 24$aGravel. =700 1\$aDevid, K.,$eauthor. =700 1\$aDali Naidu, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12358J.htm =LDR 03295nab a2200553 i 4500 =001 JTE12353J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12353J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12353J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE471.3 =082 04$a552/.5$223 =100 1\$aRobinson, RG.,$eauthor. =245 10$aCompression Index of Clays and Silts /$cRG. Robinson, MM. Allam. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThe consolidation settlement of a structure founded on a normally consolidated soil can be calcuated from the knowledge of the compression index Cc. The value of Cc is usually obtained from the laboratory oedometer test on the assumption that the void ratio (e)-logarithm of pressure (log γ'v) plot is linear. While the literature reveals that in the case of highly plastic clays the plots are concave upwards with their Cc (computed between successive load increments) decreasing with an increase in γ'v, little is known regarding soils that are less plastic, in particular, silty soils. This paper reports the e-log γ'v plots of clays and silits. It was found that the e-log γ'v curves of the silts are not linear but are convex upwards. This results in an increase in Cc with an increase in γ'v. Convex curves are to be regarded as a normal feature in such soils and can be explained from consideration of the mechanical and physicochemical factors that govern the compressibility of clays. These factors establish that Cc increases with γ'v for those soils whose compressibility behavior is governed by mechanical factors, in contrast to soils like very plastic clays whose compressibility behavior is governed by physicochemical factors. In the latter, Cc decreases with an increase in the consolidation pressure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aClays. =650 \0$aSilts. =650 \0$aConsolidation. =650 \0$aCompression index. =650 \0$aPhysicochemial factors. =650 \0$aClay. =650 \0$aSilt. =650 \0$aSediment compaction. =650 14$aConsolidation. =650 24$aClays. =650 24$aSilts. =650 24$aCompression index. =650 24$aPhysicochemial factors. =700 1\$aAllam, MM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12353J.htm =LDR 03012nab a2200505 i 4500 =001 JTE12359J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12359J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12359J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA935 =082 04$a531/.3823$223 =100 1\$aGarrell, MG.,$eauthor. =245 10$aFinite-Element Analysis of Stress Concentration in ASTM D 638 Tension Specimens /$cMG. Garrell, AJ. Shih, E. Lara-Curzio, RO. Scattergood. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aExperimental results showed that ASTM D 638 Type IV flat tension specimens, made of a Nylon-11 matrix containing a large volume concentration of Nd-Fe-B particulates, failed at a location where the straight gage section of the specimen ends and the curved transition region begins. The stress distribution in this specimen was analyzed using the finite-element method, and it was found that there is a stress concentration at this location. The stress distributions in tension specimens with both single- and double-arc transition regions were analyzed and stress concentration factors were calculated. A linear relationship between the magnitude of the stress concentration factor and the ratio of the width in the gage section and the arc radius of the transition region is identified. This study shows that it is possible to reduce the magnitude of the stress concentration factor for the ASTM D 638 Type IV flat tension specimen by redesigning the specimen geometry without changing its overall size. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTensile strength. =650 \0$aFinite-element analysis. =650 \0$aElastic waves$xDiffraction. =650 \0$aStressconcentration. =650 14$aStress concentration factor. =650 24$aFinite-element analysis. =650 24$aTensile strength. =700 1\$aShih, AJ.,$eauthor. =700 1\$aLara-Curzio, E.,$eauthor. =700 1\$aScattergood, RO.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12359J.htm =LDR 03664nab a2200613 i 4500 =001 JTE10788J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10788J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10788J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP272 =082 04$a662/.2$223 =100 1\$aSeher, CC.,$eauthor. =245 10$aDevelopment Program for Radiation Contrast Baggage Inspection System /$cCC. Seher. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe primary objective of this effort was to transform two pieces of experimental X-ray absorption baggage inspection hardware developed previously for the Federal Aviation Administration into fully automated units suitable for operational evaluation at airports. The units needed to be highly reliable and maintainable by commercial field service organizations while demonstrating good performance in detection of explosives concealed in checked airline baggage. After a study was conducted to assess the impact and trade-offs associated with various system changes and to identify a list of specific unit modifications and revisions, the two experimental units were then retrofitted with revised and upgraded hardware. A new set of computer software was written to execute automatic operational control of the system and hardware and software were also generated to facilitate computer-aided maintenance procedures. A data base of airline baggage characteristics was generated with the retrofitted units at three airports and used to develop independent optimized adaptive threshold explosive detection algorithms. The algorithm with the highest explosive detection capability was implemented into the two retrofitted units in the form of a replacement set of four plug-in electrically programmable read-only memory (EPROM) integrated circuit chips. Results from operational tests at Dulles Airport indicated that predicted higher level system performance had been achieved. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSimulants. =650 \0$aAlgorithms. =650 \0$aExplosives. =650 \0$aIsotopic source. =650 \0$aX-ray absorption. =650 \0$aX-ray inspection. =650 \0$aExplosive detection. =650 \0$aDigital X-ray images. =650 \0$aExplosives$xAdditives. =650 \0$aExplosives$xAnalysis. =650 14$aAlgorithms. =650 24$aX-ray inspection. =650 24$aExplosives. =650 24$aIsotopic source. =650 24$aLinear absorption coefficient. =650 24$aX-ray absorption. =650 24$aSimulants. =650 24$aExplosive detection. =650 24$aDigital X-ray images. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10788J.htm =LDR 02830nab a2200529 i 4500 =001 JTE10789J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10789J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10789J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS695 =082 04$a671.7/35$223 =100 1\$aLucero, DP.,$eauthor. =245 10$aUser Requirements and Performance Specifications for Explosive Vapor Detection Systems /$cDP. Lucero. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aA preliminary list of explosives vapor detection system user requirements is prescribed for three basic applications: (1) Processing-item and personnel examination at a processing station; (2) searching-area search and examination by portable, semiportable, and stationary systems; and (3) monitoring-enclosure atmosphere monitoring for explosive vapors. The user requirements common in relative importance to each application are examination or processing rate, maximum allowable false- and missed-alarm probability, and operator training level. For specific applications, the more important requirements are those related to weight, size, and power for area search, and unattended operation for enclosure monitoring applications. The user requirements are essential in establishing the detection system performance specifications, engineering design goals, and in effective design trade-off management. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aVapor. =650 \0$aDetection. =650 \0$aExplosives. =650 \0$aRequirements. =650 \0$aSpecifications. =650 \0$aVapor-plating. =650 \0$aRefractory coating. =650 14$aExplosives. =650 24$aVapor. =650 24$aDetection. =650 24$aRequirements. =650 24$aSpecifications. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10789J.htm =LDR 02252nab a2200517 i 4500 =001 JTE10783J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10783J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10783J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA479.T8 =082 04$a669/.734$223 =100 1\$aRoman, I.,$eauthor. =245 14$aThe Effect of Acoustic Impedance on the Apparent Impact Fracture Energy of a Tungsten Base Sintered Alloy /$cI. Roman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThe effect of acoustic impedance on the apparent fracture energy of a sintered tungsten alloy, determined by impact testing was studied. Experimental results were analyzed utilizing the semi-empirical model proposed by Saxton et al, which relates inertial loading with materials acoustic impedance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImpact tests. =650 \0$aFracture energy. =650 \0$aTungsten alloys. =650 \0$aAcoustic impedance. =650 \0$aTungstenalloys. =650 \0$aTungsten$xMetallurgy. =650 \0$aMicroalloying. =650 14$aAcoustic impedance. =650 24$aImpact tests. =650 24$aTungsten alloys. =650 24$aFracture energy. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10783J.htm =LDR 03180nab a2200601 i 4500 =001 JTE10785J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10785J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10785J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD367 =082 04$a628.114$223 =100 1\$aHavelaar, AH.,$eauthor. =245 10$aPoor Selectivity of Certain Lots of Commercially Available KF-Streptococcus Agar /$cAH. Havelaar, LWCA van Breemen, HAMG Vessen, M. During, C. van der List, EHW van Erne. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aKF-streptococcus agar is, according to Kenner and coworkers, a selective medium for the isolation and enumeration of fecal (or Group D) streptococci in water. The selectivity is based on the presence of sodium azide in a mass concentration of 400 mg/L in the final medium. In certain lots of commercially available dehydrated medium the sodium azide amount was found to be only half of that amount. This resulted in insufficient suppression of background flora, in particular of Staphylococcus aureus, Bacillus megaterium, Bacillus coagulans, and unclassified non-Group D streptococci. Supplementary addition of sodium azide to these batches to bring the final level of this compound to about 400 mg/L resulted in the restoration of the selective properties. The results of this investigation stress the need for adequate quality control of selective media. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCulture media. =650 \0$aStreptococcus. =650 \0$aWater analysis. =650 \0$aQuality control. =650 \0$aWater$xAnalysis. =650 \0$aWaterquality$xMeasurement. =650 \0$aFreshwater. =650 14$aWater analysis. =650 24$aStreptococcus. =650 24$aCulture media. =650 24$aInhibition of background flora. =650 24$aDetermination of sodium azide in bacteriological media. =650 24$aQuality control. =700 1\$avan Breemen, LWCA,$eauthor. =700 1\$aVessen, HAMG,$eauthor. =700 1\$aDuring, M.,$eauthor. =700 1\$avan der List, C.,$eauthor. =700 1\$avan Erne, EHW,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10785J.htm =LDR 02745nab a2200541 i 4500 =001 JTE10782J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10782J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10782J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96142$223 =100 1\$aMoore, KD.,$eauthor. =245 12$aA Positron Study of the Quench and Tempering Process in AISI 4340 Steel /$cKD. Moore, PL. Jones. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aDopper broadening measurements of the gamma-ray spectra produced by positron annihilation have been made on an AISI 4340 (Unified Numbering System [UNS] G43400) steel as a function of both isochronal tempering over the temperature range of 150 to 700°C and isothermal tempering at 250°C for times ranging from 1 to 1100 min. Changes in the positron annihilation line shape parameter S are correlated with the corresponding structural transformations that accompany tempering of the as-quenched steel. Of particular significance is the increase in the S parameter in the temper embrittlement regime. This increase in S parameter is postulated to be related to the precipitation of a transition iron carbide that alters the defect structure of the surrounding ferrite phase. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aPositrons. =650 \0$aTempering. =650 \0$aPositron annihilation. =650 \0$aSteel. =650 \0$aSteel$xMetallurgy. =650 \0$aSteel$xMetallography. =650 14$aSteels. =650 24$aPositrons. =650 24$aTempering. =650 24$aPositron annihilation. =650 24$aAISI 4340 steel. =700 1\$aJones, PL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10782J.htm =LDR 02323nab a2200409 i 4500 =001 JTE10786J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10786J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10786J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP272 =082 04$a662/.2$223 =100 1\$aHobbs, J.,$eauthor. =245 10$aIntroduction to Symposium on Explosives Detection for Security Applications /$cJ. Hobbs. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWith acts of terrorism and sabotage on the increase worldwide, the ability to detect concealed explosives becomes ever increasingly important. Explosives detection equipment will someday be required at corporate headquarters, courthouses, airports and transportation facilities, government buildings, correctional facilities, nuclear power plants, and military installations. The papers that follow were presented at a symposium on Explosives Detection for Security Applications sponsored by ASTM Committee F-12 on Security Systems and Equipment held at ASTM headquarters 11 April 1983. These papers describe the state-of-the-art techniques for bulk and vapor detection of concealed explosives. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aExplosives$xAdditives. =650 \0$aExplosives$xAnalysis. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10786J.htm =LDR 02347nab a2200541 i 4500 =001 JTE10784J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10784J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10784J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH491 =082 04$a571.3/1$223 =100 1\$aRosenfield, AR.,$eauthor. =245 10$aEffect of Crack-Tip Morphology on Cleavage-Crack Extension /$cAR. Rosenfield. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aValues of fracture toughness obtained by cleavage reinitition of arrested cleavage cracks in compact specimens are found to agree with those obtained from thermal shock experiments on much larger cylinders. In contrast, toughness values obtained using fatigue-precracked compact specimens are somewhat higher. It is suggested that the arrested cleavage crack tip is a more potent flaw than the fatigue precrack. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aCleavage. =650 \0$aStatistics. =650 \0$aFracture tests. =650 \0$aFracture toughness. =650 \0$aMorphology. =650 \0$aOntogeny. =650 \0$aDevelopmental biology. =650 14$aFracture tests. =650 24$aSteels. =650 24$aCleavage. =650 24$aStatistics. =650 24$aFracture toughness. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10784J.htm =LDR 02870nab a2200709 i 4500 =001 JTE10790J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10790J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10790J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aUG447 =082 04$a623.4/59/072073$223 =100 1\$aSpangler, GE.,$eauthor. =245 10$aRecent Advances in Ion Mobility Spectrometry for Explosives Vapor Detection /$cGE. Spangler, JP. Carrico, DN. Campbell. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aThe detection of explosives with ion mobility spectrometry (IMS) using reactant ion (background) subtraction techniques and chloride ion/molecule reaction chemistry is discussed. Data are presented for dinitrotoluene (DNT), trinitrotoluene (TNT), RDX (cyclonite), Composition B, and dynamite. Using a membrane inlet system, a man-portable IMS detector system is described which can be used as a point sampler with these techniques. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPlasma. =650 \0$aDetector. =650 \0$aDynamite. =650 \0$aExplosive. =650 \0$aComposition B. =650 \0$aPoint sampler. =650 \0$aChromatography. =650 \0$aIonic mobility. =650 \0$aVapor sampling. =650 \0$aTrinitrotoluene. =650 \0$aIon/molecule reactions. =650 \0$aMassspectrometry$xResearch. =650 \0$aEvaluation. =650 14$aIonic mobility. =650 24$aChromatography. =650 24$aPlasma. =650 24$aExplosive. =650 24$aTrinitrotoluene. =650 24$aDynamite. =650 24$aRDX. =650 24$aComposition B. =650 24$aIon/molecule reactions. =650 24$aDetector. =650 24$aVapor sampling. =650 24$aPoint sampler. =700 1\$aCarrico, JP.,$eauthor. =700 1\$aCampbell, DN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10790J.htm =LDR 02323nab a2200493 i 4500 =001 JTE10787J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10787J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10787J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQM23.2 =082 04$a611$223 =100 1\$aRoder, FL.,$eauthor. =245 10$aPrinciples, History, and Status of Dual-Energy Computerized Tomographic Explosives Detection /$cFL. Roder. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aA brief account is given of the principles of dual-energy computerized tomography (DECT) and of the potential which DECT has demonstrated for the automated detection of commercial and military explosives concealed in suitcases or packages. A description of a breadboard system configured for this purpose is provided and recent advances in the state of the art in CT are discussed in the light of their potential significance for explosives detection. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aExplosives. =650 \0$aX-ray detection. =650 \0$aComputerized tomography. =650 \0$aTomography. =650 \0$aTomography, X-Ray Computed. =650 \0$aAnatomy. =650 14$aExplosives. =650 24$aX-ray detection. =650 24$aComputerized tomography. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10787J.htm =LDR 02972nab a2200685 i 4500 =001 JTE10780J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10780J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10780J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP155.2.M35 =082 04$a660$223 =100 1\$aPutatunda, SK.,$eauthor. =245 10$aEffect of Size on Elastic-Plastic Fracture Toughness Parameters /$cSK. Putatunda, JM. Rigsbee, HT. Corten. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b67 =520 3\$aAn investigation has been carried out to determine the influence of thickness and width on the elastic-plastic fracture toughness parameters: J value obtained from area under load/displacement curve JR, tearing modulus, and stress intensity factor corrected for plasticity KR. Compact tension specimens prepared from aircraft quality American Iran and Steel Institute (AISI) 4340 (Unified Numbering System [UNS] G43400) steel heat treated to a yield strength of 1000 MPa were used. All specimens satisfied the ASTM Test for JIc, a measure of Fracture Toughness (E 813) standard size requirements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWidth. =650 \0$aKR curve. =650 \0$aDuctility. =650 \0$aThickness. =650 \0$aTear modulus. =650 \0$aSpecimen size. =650 \0$aTear strength. =650 \0$aFracture tests. =650 \0$aFracture toughness. =650 \0$aParameters. =650 \0$aParameter estimation. =650 \0$aGaussian processes. =650 14$aFracture tests. =650 24$aTear strength. =650 24$aDuctility. =650 24$aThickness. =650 24$aWidth. =650 24$aSpecimen size. =650 24$aFracture toughness. =650 24$aDuctile fracture toughness. =650 24$aTear modulus. =650 24$aKR curve. =650 24$aMultiple specimen technique. =700 1\$aRigsbee, JM.,$eauthor. =700 1\$aCorten, HT.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10780J.htm =LDR 03164nab a2200601 i 4500 =001 JTE10781J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10781J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10781J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA479.S7 =082 04$a620.1/7$223 =100 1\$aMathew, MD.,$eauthor. =245 10$aInfluence of Gage Dimensions on Elongation Values for Type 316 Stainless Steel /$cMD. Mathew, SL. Mannan, P. Rodriguez. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aDifferent standards such as those of ASTM, Indian Standards Institution (IS), Association Francaise de Normalisation (AFNOR), British Standards Institution (BS), International Organization for Standardization (ISO), and Deutsche Industrie-Normen (DIN), specify different dimensions and relationships between gage length and cross-sectional area for the standard and proportional tension specimens of various geometries. In this investigation a systematic attempt has been made to assess the influence of varying gage length, width, and thickness of rectangular tension specimens on the elongation values for American Iron and Steel Institute (AISI) Type 316 (Unified Numbering System [UNS] S31600) stainless steel. The ratio of gage length to the square root of cross-sectional area is found to be an appropriate parameter for correlating total elongation with specimen dimensions. Conversion relationships have been obtained between total elongation and gage dimensions for 316 stainless steel. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNecking. =650 \0$aDuctility. =650 \0$aElongation. =650 \0$aTension tests. =650 \0$aGage dimensions. =650 \0$aSlenderness ratio. =650 \0$aStainlesssteel. =650 \0$aEngineering design. =650 \0$aBuilding materials. =650 14$aElongation. =650 24$aTension tests. =650 24$aSlenderness ratio. =650 24$aNecking. =650 24$aDuctility. =650 24$aGage dimensions. =650 24$a316 stainless steel. =700 1\$aMannan, SL.,$eauthor. =700 1\$aRodriguez, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10781J.htm =LDR 04173nab a2200613 i 4500 =001 JTE20140192 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140192$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140192$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE212 =082 04$a628.505$223 =100 1\$aAhn, Hyungjun,$eauthor. =245 10$aLow-Temperature Performance of Seal Coat /$cHyungjun Ahn, Jusang Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aThis study presents the evaluation of low-temperature performance of seal coat in terms of friction performance and aggregate-loss performance. In addition, factors affecting the seal-coat performance at low temperature were also investigated. Ten seal coats on U.S. highways and State Roads in Indiana were selected and the friction tests were conducted in spring and fall for approximately 4 to 6 years after the construction. Three emulsions and seven aggregates consisting of CRS-2 P, RS-2 P, and AE-90 S for emulsions and trap rock, sandstone, blast furnace slag, steel slag, limestone, dolomite, and crushed gravel were used for the Vialit test for aggregate-loss performance, the zeta potential test for the effect of electrostatic property, and the bending beam rheometer (BBR) test and thermomechanical analysis (TMA) test for the effect of mechanical and thermo-properties of emulsion. Friction numbers on ten seal coats constructed in Indiana from 2007 and 2013 showed that the winter season has a more significant impact on the friction reduction than the impact the summer season has. The Vialit test result showed that an increase in aggregate loss occurred as the temperature decreased, regardless of aggregate-emulsion combinations. The low-temperature aggregate loss is more sensitive to the emulsion type than to the aggregate type. The higher zeta potential of emulsion resulted in better aggregate-loss performance at low temperatures below -17°C. However, the effect of electrostatic interaction between the aggregate and emulsion particles on aggregate-loss performance was found to be statistically insignificant. The emulsion with a softer binder (lower stiffness) performed better than the emulsion containing a stiffer binder in terms of aggregate-loss performance at low temperatures. Last, the coefficients of thermal expansion of emulsion residues were not an influence on factors affecting the low-temperature aggregate-loss performance using the three emulsion types. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSeal coat. =650 \0$aVialit test. =650 \0$aAggregate loss. =650 \0$aZeta potential. =650 \0$aLow temperature. =650 \0$aInfluence factor. =650 \0$aAggregates (Building materials) =650 \0$aSurface sealers. =650 \0$aSeal coats. =650 \0$aSealing compounds. =650 \0$aBinder content. =650 \0$aAggregate mixtures. =650 14$aSeal coat. =650 24$aAggregate loss. =650 24$aLow temperature. =650 24$aVialit test. =650 24$aInfluence factor. =650 24$aZeta potential. =700 1\$aLee, Jusang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140192.htm =LDR 04220nab a2200541 i 4500 =001 JTE20140401 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140401$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140401$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD501 =082 04$a547.1/36$223 =100 1\$aDiDomizio, Matthew J.,$eauthor. =245 13$aAn Evaluation of Methodologies for Determining Delay Times in the Cone Calorimeter Fire Test /$cMatthew J. DiDomizio, Elizabeth J. Weckman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aAn important step in calibrating a cone calorimeter apparatus is the determination of gas delay times. Gas concentration measurements must be made simultaneously in time with the main combustion events and processes (i.e., ignition, changes in mass loss rate, smoke production, and observed phenomena) to produce accurate results from the test. The calibration methodology prescribed in ASTM E1354-14e1 does not specify direct measurement of the transit time of gases through the apparatus or the response time of the individual analyzers, instead estimating total delay time by relating the thermal lag in the stack thermocouple to the transient response of the gas analyzers. Other methods to account for gas delay times are used in practice, leading to varying opinions on the method that is most suitable for oxygen consumption calorimetry. Furthermore, studies have shown that analyzer delay times are not consistent test-to-test, but depend on both the characteristics of the gas analyzer and sampling system (gas transit time) and the rates of production or consumption of gaseous species during a particular test (analyzer response time). In the present work, a methodology was proposed for measuring analyzer delay times by injecting a gas mixture of known concentration into the cone calorimeter exhaust stream. Delay times were computed using various methods, including ASTM E1354 and gas injection, and were evaluated with a series of cone calorimeter tests on various materials. Gas delay times determined by the ASTM E1354 method were found to produce inconsistent results for the cone calorimeter used in this study; results were significantly improved when alternative criteria were applied to the method. The square wave method was found to produce very good results for specimens with heat release rates greater than 3 kW; however, delay times in carbon monoxide production were not well represented. The gas injection method was found to produce excellent results, closely tracking oxygen consumption, carbon monoxide production, and carbon dioxide production in time, and as a result, the derived heat release rate coincided with observed events. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCalibration. =650 \0$aDelay times. =650 \0$aFire testing. =650 \0$aResponse times. =650 \0$aCone calorimeter. =650 \0$aBomb calorimeter. =650 \0$aOrganic compounds. =650 14$aCone calorimeter. =650 24$aFire testing. =650 24$aCalibration. =650 24$aDelay times. =650 24$aResponse times. =700 1\$aWeckman, Elizabeth J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140401.htm =LDR 03489nab a2200517 i 4500 =001 JTE20140286 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140286$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140286$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA357 =082 04$a620.1/06$223 =100 1\$aKumar, Mechiri Sandeep,$eauthor. =245 10$aThermal Conductivity and Viscosity of Vegetable Oil-Based Cu, Zn, and Cu-Zn Hybrid Nanofluids /$cMechiri Sandeep Kumar, V. Vasu, A. Venu Gopal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aSustainable manufacturing can be considered as one of the most important issues, which use the processes that play down negative environmental impacts in pursuing the bigger picture of sustainable development. An eco-friendly cutting fluid will go along with machining to achieve relative sustainability. To achieve relative sustainability level in machining, eco-friendly nanofluids are developed in this paper. Nanofluid is a stable colloidal suspension of ultrafine solid particles in a nanometric dimension dispersed in conventional and lubrication fluids. A two-step approach of synthesis of Zn, Cu, and Cu-Zn nanoparticles by mechanical alloying, followed by dispersing them in a base fluid (vegetable oil) to prepare nanofluids has been adopted. Powder particles were characterized by x-ray diffraction (XRD) and a particle-size analyzer. It is found from the XRD results that the crystallite size was around 26 nm for Cu powders, 59 nm for Zn powders, and 25 nm for Cu-Zn alloy after 60 h of milling. The particles size reduced to 60 nm for Zn, 60 nm for Cu, and 70 nm for Cu-Zn alloy after 60 h of milling. The enhanced thermal conductivity for Zn, Cu, and Cu-Zn nanofluids were 36 %, 42 %, and 48 %, respectively, with a volume concentration of 0.5 %, compared to base fluid (vegetable oil). The enhancement in viscosity for Zn, Cu, and Cu-Zn nanofluids are 47 %, 53 %, and 61 %, respectively, with a volume fraction of 0.5 % were reported. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aViscosity. =650 \0$aThermal conductivity. =650 \0$aHybrid Cu-Zn nanofluids. =650 \0$aFluid dynamics. =650 \0$aHeat$xTransmission. =650 \0$aNanofluids$xThermal conductivity. =650 14$aHybrid Cu-Zn nanofluids. =650 24$aThermal conductivity. =650 24$aViscosity. =700 1\$aVasu, V.,$eauthor. =700 1\$aGopal, A. Venu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140286.htm =LDR 03951nab a2200553 i 4500 =001 JTE20140233 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140233$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140233$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH604.2 =082 04$a611/.0181$223 =100 1\$aRoweton, Susan,$eauthor. =245 10$aComparison of Two Histological Test Methods for the Measurement of Thermal Spread Associated With Energized Vessel Sealing /$cSusan Roweton, Beth Johnson, Julie Kurtenbach, G. David Young, J. Bruce Dunne. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b43 =520 3\$aDevelopment of safe and effective radio frequency (RF) vessel sealing devices requires the complete characterization of thermal damage that can occur adjacent to areas of energy application. Hematoxylin and eosin (H&E) staining is an efficacious and extensively used histological test method for assessing this lateral thermal damage through characterization of changes in cell and tissue morphology. The purpose of this investigation was to compare thermal spread measurements obtained using H&E staining to measurements made using picrosirius red (PSR) staining, an alternative histological test method that exploits the birefringence of healthy vascular collagen to facilitate the identification of thermal damage associated with use of vessel sealing devices. A 5 mm RF vessel sealing device was used to seal arteries in vivo in various porcine tissues. Subsequently, sealed vessel segments were excised and histologically processed. Paired histological sections were mounted on slides; one section was stained with PSR and one section was stained with H&E. A blinded board-certified veterinary pathologist completed thermal spread measurements on all PSR- and H&E-stained sections. Bland-Altman comparison plots were then used to estimate any bias between the two measurement methods, as well as quantify the range of differences between PSR and H&E thermal spread measurements. The magnitude of the mean difference between measurements was determined to be less than 0.10 mm and, with 90 % confidence, 95 % of the differences between measurements were within 1.0 mm. These results indicate that PSR-staining is an appropriate alternative to H&E-staining for the measurement of lateral thermal spread associated with an RF vessel sealing device. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHistology. =650 \0$aThermal spread. =650 \0$aVessel sealing. =650 \0$aSurgical device testing. =650 \0$aCell interaction. =650 \0$aCellular control mechanisms. =650 14$aSurgical device testing. =650 24$aVessel sealing. =650 24$aThermal spread. =650 24$aHistology. =700 1\$aJohnson, Beth,$eauthor. =700 1\$aKurtenbach, Julie,$eauthor. =700 1\$aYoung, G. David,$eauthor. =700 1\$aDunne, J. Bruce,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140233.htm =LDR 04010nab a2200649 i 4500 =001 JTE20140258 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140258$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140258$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA404.8 =082 04$a620.1/12$223 =100 1\$aKanematsu, Wataru,$eauthor. =245 10$aRolling Contact Fatigue Tests of Ceramics by Various Methods :$bComparison of Suitability to the Evaluation of Silicon Nitrides /$cWataru Kanematsu, William Mandler, Charles-Alix Manier, Mathias Woydt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aResults of rolling contact fatigue (RCF) tests by balls-on-rod (BOR) and two-roller methods have been compared to those by the balls-on-flat (BOF) method by using three different silicon nitride grades. Two were bearing grade (BG) and one was a general purpose (GP) grade. For a GP material, there was not much difference between the results of BOR and those of BOF, and the observations of a spalled region by BOR suggested similar spalling behavior to BOF. Meanwhile, for BG materials, most tests were terminated without spalling, but grooves, whose likely cause is inferred to be insufficient lubrication, were formed. As for the lifetime in BOR, however, the results for BG materials were much longer than those of the GP, demonstrating that the BOR result is qualitatively consistent with that of BOF, where instead most specimens failed in RCF by spalling or peeling. In the two-roller method, tests of a limited number of specimens were operated at high slip ratios of 10 % during longer cycles under low contact stress, and wear was predominant, suggesting the potential of providing the information on wear behavior rather than RCF. The results suggest that the two-roller method could differentiate the BG materials in terms of wear behavior. Considering these results, both the BOF and the BOR are applicable to distinguish BG and GP materials in terms of fatigue resistance. In particular, the BOF is judged to be more suitable for comparison of the RCF behavior of BG materials, which are commonly tested under higher contact stresses. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWear. =650 \0$aSpall. =650 \0$aBalls-on-rod. =650 \0$aBalls-on-flat. =650 \0$aSilicon nitride. =650 \0$aRolling contact fatigue. =650 \0$aSlip-rolling resistance. =650 \0$aMaterials$xMechanical properties. =650 \0$aMetals$xMechanical properties. =650 \0$aCeramics$xMechanical properties. =650 \0$aFatigue Tests. =650 14$aRolling contact fatigue. =650 24$aSlip-rolling resistance. =650 24$aSpall. =650 24$aWear. =650 24$aBalls-on-flat. =650 24$aBalls-on-rod. =650 24$a2Disk. =650 24$aSilicon nitride. =700 1\$aMandler, William,$eauthor. =700 1\$aManier, Charles-Alix,$eauthor. =700 1\$aWoydt, Mathias,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140258.htm =LDR 02619nab a2200541 i 4500 =001 JTE20160081 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160081$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160081$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a542/.8$223 =100 1\$aHarrison, B. K.,$eauthor. =245 10$aCHETAH 10.0, the ASTM Computer Program for the Prevention of Reactive and Flammability Hazards /$cB. K. Harrison. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThe uses of the ASTM computer program CHETAH were described. The recently released version 10 is capable of accomplishing five different kinds of calculations related to chemical thermodynamics. The program enables the prediction of chemical reactive hazards, heats of reaction for combustion and other types of reactions, and a variety of flammability parameters. It can accomplish these calculations making use of its large internal databases of thermochemical properties or by making use of predictive methods for chemicals for which properties have yet to be determined. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHeat of combustion. =650 \0$aEnthalpy of reaction. =650 \0$aEnthalpy of formation. =650 \0$aReactive hazards. =650 \0$aFlammability. =650 14$aCHETAH. =650 24$aReactive hazards. =650 24$aFlammability. =650 24$aLFL. =650 24$aEnthalpy of formation. =650 24$aHeat of combustion. =650 24$aEnthalpy of reaction. =650 24$aThermophysical property prediction. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160081.htm =LDR 03483nab a2200541 i 4500 =001 JTE20130083 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130083$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130083$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT50 =082 04$a620.0044$223 =100 1\$aXu, Dan,$eauthor. =245 10$aStudy of Preferred Profile of Accelerated Stability Test Method for Quartz Flexible Accelerometer /$cDan Xu, Yunxia Chen, Rui Kang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aManufactured quartz flexible accelerometers have problems of poor long-term stability, which can be attributed to drifting of key parameters (e.g., zero bias, scale factor) that is influenced by a combination of time and external environmental stress inducing factors that include temperature fluctuation, thermal cycling, and dynamic mechanical loading. This paper focused on the experimental design for such a device. Accelerated stability experiments are performed and are divided into three kinds: thermal cycling test, test of concurrent application of thermal cycling and vibrational loading, and test of thermal cycling with subsequent vibrational loading. Experimental data are analyzed using the mobile linear regression coefficient test and the mobile standard deviation, after which the steady-state cycle number is determined. Based on the above analysis, the rapid effectiveness of the profiles is evaluated. Finally, the preferred profile is determined by thoroughly considering the equipment capacity and engineering operational convenience. It is illustrated that the vibrational loading has a significant effect on accelerated stability for various parameters. Overall, the research on the accelerated stability test enables an accelerometer to quickly attain a steady-state and also provides initial technical support to improve the robustness of the accelerometer's long-term stability. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAccelerometer. =650 \0$aThermal cycling. =650 \0$aRandom vibration. =650 \0$aLong-term repeatability. =650 \0$aMaterials Testing. =650 \0$aLCSH: Materials Testing. =650 14$aAccelerometer. =650 24$aAccelerated stability test. =650 24$aLong-term repeatability. =650 24$aThermal cycling. =650 24$aRandom vibration. =700 1\$aChen, Yunxia,$eauthor. =700 1\$aKang, Rui,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130083.htm =LDR 02559nab a2200481 i 4500 =001 JTE20140040 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140040$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140040$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGF21 =082 04$a304.2$223 =100 1\$aSun, Chia-Chi,$eauthor. =245 12$aA Novel Approach for Evaluating TFT-LCD Manufacturer Operational Performance /$cChia-Chi Sun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b62 =520 3\$aAccurate business performance evaluation is a key to success for enterprises. The purpose of this research was to analyze the current evaluation system for Taiwan thin film transistor liquid crystal display (TFT-LCD) manufacturers. Using Grey Relational Analysis (GRA) in combination with information entropy, more objective and reasonable evaluation results are obtained. This paper introduces entropy into the grey relational analysis weighting calculation method to improve the precision. The proposed method provides more flexible and objective information in determining the criteria weights vector. The study results show that the combined method has certain scientific rationality. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPerformance evaluation. =650 \0$aEntropy. =650 \0$aHuman ecology$vPhilosophy. =650 14$aGrey relational analysis. =650 24$aEntropy. =650 24$aMultiple attribute decision-making. =650 24$aPerformance evaluation. =650 24$aTFT-LCD industry. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140040.htm =LDR 04215nab a2200577 i 4500 =001 JTE20140341 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140341$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140341$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA479.H43 =082 04$a661/.804/028$223 =100 1\$aSamal, M. K.,$eauthor. =245 10$aExperimental and Numerical Investigation of a Ring Tensile Test for Evaluation of Mechanical and Fracture Properties of Thin-Walled Fuel-Clad Tubes /$cM. K. Samal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b39 =520 3\$aThin-walled fuel clad tubes of Zircaloy-4 material are used in nuclear reactors to hold fuel pellets. The design and safety analysis of these tubes requires estimation of the transverse mechanical and fracture properties at un-irradiated as well as service-exposed conditions. These thin-walled tubes are subjected to radial loading conditions due to expansion of fuel pellets during reactor operation. This loading condition exhibits the presence of combined tensile as well as bending stresses due to the curvature of the specimen and, as such, the tensile properties cannot be directly evaluated from the experiments on ring tensile specimens. In this work, ring tension tests were carried out on specimens machined from fuel-clad tubes. Both the specimen and the loading mandrel were modeled using the finite element (FE) method to evaluate the load-displacement behavior of the test. Rousselier's micro-mechanical model for ductile fracture was applied in order to simulate the crack growth in these specimens. The method was also validated by testing a ring-tension specimen (machined from alloy steel material) of similar dimension as that of the Zircaloy fuel pin specimen and then comparing the stress-strain curve with that of a standard round tensile specimen. The micro-mechanical parameters of the damage model were used to simulate the crack propagation in a standard double-edged notched tensile (DENT) specimen. The J-R curve of the DENT specimen has also been compared with that of a cracked pin-loading-tension (PLT) specimen. It was observed that the parameters of the Rousselier's model are able to predict the fracture resistance behavior of cracked fuel pins specimens satisfactorily, which have been obtained through a combined experiment and FE analysis of the ring tensile specimens. Thus, this method can be used to determine the material properties of irradiated and service-aged fuel pins as obtained from the nuclear reactors after different periods of reactor operation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-R curve. =650 \0$aZircaloy-4. =650 \0$aFuel-cladding. =650 \0$aRing-tension test. =650 \0$aThin-walled tubes. =650 \0$aRousselier's model. =650 \0$aSteel, Heat resistant$xFracture. =650 \0$aTube-still heaters. =650 \0$aRing Tensile Test. =650 14$aRing-tension test. =650 24$aTransverse mechanical property evaluation. =650 24$aThin-walled tubes. =650 24$aZircaloy-4. =650 24$aFuel-cladding. =650 24$aRousselier's model. =650 24$aJ-R curve. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140341.htm =LDR 03208nab a2200517 i 4500 =001 JTE20140218 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140218$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140218$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD62.15 =082 04$a658.5/62$223 =100 1\$aChen, Hsi-Tien,$eauthor. =245 12$aA New Service Performance Index Based on Time Interval of Complaints /$cHsi-Tien Chen, Kuen-Suan Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aCustomer satisfaction plays a key role in enterprises gaining a competitive advantage. Both industrial and academic fields are focusing increasing attention on finding proper methods to evaluate service performance. Because service performance is directly related to customer satisfaction, the effectiveness of the measurement methods used to evaluate service performance is the primary concern for numerous enterprises. This study replaced the concept of the number of customer complaints used in previous studies with the time interval of customer complaints, and proposed a new service performance index. Because this index must be obtained through sample estimation, the result may be influenced by sampling errors, or a wrong conclusion may even occur. Considering the sampling error, this study ascertained the uniformly minimum variance unbiased estimators (UMVUE) of the service performance index, and used it to develop a reliable testing process for service performance. This method may be used as a reference for the service industry to assess whether the performance of a certain service item and the overall performance of an enterprise meet a standard level. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aService quality. =650 \0$aCustomer complaint. =650 \0$aService performance. =650 \0$aTotal quality management$xCase studies. =650 \0$aService industries$xManagement$xCase studies. =650 \0$aCustomer satisfaction. =650 14$aService quality. =650 24$aCustomer satisfaction. =650 24$aService performance. =650 24$aCustomer complaint. =700 1\$aChen, Kuen-Suan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140218.htm =LDR 03067nab a2200553 i 4500 =001 JTE20140257 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140257$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140257$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8/5$223 =100 1\$aLiu, X.,$eauthor. =245 10$aAnalysis and Assessment of Fatigue Response of Multilayer Asphalt Surfacing System on Orthotropic Steel Deck Bridge With the Five-Point Bending Beam Tests /$cX. Liu, G. Tzimiris, A. Scarpas, J. Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThe French five-point bending (5PB) beam test provides a laboratory scale test that allows studying the fatigue resistance of surfacing systems on orthotropic steel deck bridges (OSDB). The surfacing structure for OSDB in the Netherlands consists mostly of a multilayer system: top porous asphalt layer, Guss asphalt layer, steel deck, and two membrane layers between the asphalt surfacing layers. In this paper, the 5PB beam test was employed to evaluate the performance of the whole multilayer structure on a steel deck and also to evaluate the mechanical properties of both the top and bottom membrane and the influence they have on the structure. Four membrane products were used as the top and bottom membrane layers in the 5PB beams. Furthermore, in the last part of this paper, the dissipated energy was used to explain the incremental damage during the testing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue life. =650 \0$aDissipated energy. =650 \0$aAsphalt emulsion mixtures. =650 \0$aAsphalt$xTesting. =650 \0$aPavements, Asphalt$xTesting. =650 \0$aMix design. =650 14$aFive-point bending beam test. =650 24$aOrthotropic steel deck bridge. =650 24$aMultilayer surfacing system. =650 24$aFatigue life. =650 24$aDissipated energy. =700 1\$aTzimiris, G.,$eauthor. =700 1\$aScarpas, A.,$eauthor. =700 1\$aLi, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140257.htm =LDR 03834nab a2200565 i 4500 =001 JTE20140208 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140208$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140208$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a621.48/35$223 =100 1\$aMarques, E. A. S.,$eauthor. =245 10$aEffect of Low Temperature on Tensile Strength and Mode I Fracture Energy of a Room Temperature Vulcanizing Silicone Adhesive /$cE. A. S. Marques, M. D. Banea, Lucas F. M. da Silva, R. J. C. Carbas, C. Sato. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aAerospace applications have an increasing demand for strong and reliable adhesives, able to withstand large temperature gradients. The variation of the adhesive's mechanical properties with temperature is therefore one of the factors that must be well understood before safe and reliable adhesive joints can be designed for these applications. The stress-strain curve and the toughness properties of an adhesive show strong dependency with temperature for most adhesives, especially near the glass transition temperature (Tg). In this work, an experimental procedure is undertaken to evaluate the effect of low temperatures on the adhesive strength and mode I fracture toughness of a room temperature vulcanizing silicone (RTV) adhesive. Firstly, the temperature at which the glass transition of the RTV occurs was obtained by means of an in-house developed measurement apparatus. Bulk specimens were manufactured and tested at temperatures above and below the Tg in order to obtain a strength envelope of the adhesive over this large temperature range. Single lap joints were also manufactured with this adhesive to assess the behaviour of the adhesive when assembled in a complete joint. For the determination of pure mode I fracture toughness, double cantilever beam specimens were also tested at negative temperatures near Tg. The results showed that the failure loads of all the tests performed have strong temperature dependence and this must be taken into account during adhesive joint design using this type of adhesives. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSingle lap joint. =650 \0$aDouble cantilever beam. =650 \0$aLow-temperature adhesives. =650 \0$aFracture toughness. =650 \0$aNondestructive testing. =650 14$aRoom temperature vulcanizing silicone. =650 24$aHigh-temperature adhesives. =650 24$aLow-temperature adhesives. =650 24$aSingle lap joint. =650 24$aDouble cantilever beam. =650 24$aFracture toughness. =700 1\$aBanea, M. D.,$eauthor. =700 1\$ada Silva, Lucas F. M.,$eauthor. =700 1\$aCarbas, R. J. C.,$eauthor. =700 1\$aSato, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140208.htm =LDR 03608nab a2200505 i 4500 =001 JTE20140334 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140334$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140334$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE1 =082 04$a625.725$223 =100 1\$aLiu, Kai-Wei,$eauthor. =245 10$aAccelerated Concrete-Cylinder Test for Alkali-Silica Reaction /$cKai-Wei Liu, Anol K. Mukhopadhyay. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThe concrete-prism test (CPT, e.g., ASTM C1293-08b [ASTM C1293-08b: Standard Test Method for Determination of Length Change of Concrete Due to Alkali-Silica Reaction, Annual Book of ASTM Standards, ASTM International, West Conshohocken, PA, 2013]) has been considered as the best index for alkali-silica reaction (ASR) field performance, but alkali leaching and test duration are still of concern.Reduction of test duration by increasing testing temperature (e.g., 60°C) was proposed by several researchers to develop an accelerated version of the concrete-prism test (ACPT) However, it has been found that there is a significant reduction in expansion associated with more alkali leaching in the ACPT compared to the concrete-prism test (CPT) An accelerated concrete-cylinder test (ACCT) has been proposed in this study with no involvement of errors because of operation and temperature change along with arresting alkali leaching.The linear expansion of the ACCT measured at a temperature of 60°C over a period of 1 month have been correlated with the 1-yr ASTM C1293 test to evaluate the ASR reactivity of aggregates.Cylinders made with highly reactive borosilicate glass balls were tested first to validate the proposed approach before any concrete-cylinder testing.The results indicate that (1) an expansion limit of 0.04 % using 0.82 % Na2O equivalent (Na2Oe) cement without alkali boosting after a testing period of 28 days is proposed for the ACCT to diagnose ASR aggregate reactivity, and (2) the proposed method can serve as an alternative to validate the ASR-resistant mix design (e.g., fly-ash contents) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aValidation of ASR mix. =650 \0$aAlkali-silica reaction. =650 \0$aAccelerated concrete test. =650 \0$aSoil stabilization. =650 \0$aAlkali silica reactions. =650 \0$aAsphalt concrete$xAdditives. =650 14$aAlkali-silica reaction. =650 24$aAccelerated concrete test. =650 24$aValidation of ASR mix. =700 1\$aMukhopadhyay, Anol K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140334.htm =LDR 03647nab a2200529 i 4500 =001 JTE20140070 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140070$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140070$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1001.5 =082 04$a625.85$223 =100 1\$aTarefder, Rafiqul A.,$eauthor. =245 10$aManeuvering MEPDG Input Variables to Improve Level-3 and Level-2 Mastercurve Predictions to the Accuracy of Level-1 Input Hierarchy /$cRafiqul A. Tarefder, Mekdim T. Weldegiorgis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aIn this study, mix and binder input variables were optimized to investigate the problems related to the accuracy of mastercurves developed using Mechanistic Empirical Pavement Design Guide (MEPDG). Dynamic modulus testing over a wide temperature and frequency range was performed on Superpave mixes typically used for structural and surface coarse pavement construction by New Mexico Department of Transportation (NMDOT). Dynamic modulus mastercurves were produced using the MEPDG software and using Microsoft Excel for the actual test data. Mastercurves developed using actual test results were compared with mastercurves produced using MEPDG software at level-1, level-2, and level-3 input hierarchies. Finally, mix and binder input variables were optimized to determine appropriate shift factors to improve accuracy of mastercurves developed at level-2 and level-3 input hierarchies. The results show that mastercurves developed using level-1 input hierarchy accurately represent the test results. However, all predicted mastercurves at level-2 and level-3 input hierarchies underpredict actual test results and level-3 prediction results showed better accuracy than level-2 outputs for all mixes in this study. The MEPDG software was also re-run to predict mix mastercurves using optimized (shifted) input values and the resulting mastercurves from level-3 and level-2 MEPDG input hierarchies were found to overlap with mastercurves produced using level-1 MEPDG input hierarchy. Optimized mix input values suggest that aggregate variables can be eliminated from the E* model. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSuperpave mix. =650 \0$aDynamic modulus. =650 \0$aAsphalt concrete. =650 \0$aAsphaltconcrete. =650 \0$aPavements, Bituminous. =650 \0$aHotmixasphalt. =650 \0$aSuperpave. =650 14$aMEPDG. =650 24$aAsphalt concrete. =650 24$aSuperpave mix. =650 24$aDynamic modulus. =700 1\$aWeldegiorgis, Mekdim T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140070.htm =LDR 03017nab a2200529 i 4500 =001 JTE20140232 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140232$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140232$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK2960 =082 04$a621.31244$223 =100 1\$aSankarganesh, R.,$eauthor. =245 10$aDesign of a PV Module-Integrated Cuk Converter Based Isolated Dual Boost Microinverter /$cR. Sankarganesh, S. Thangavel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThis paper presents a photovoltaic (PV) module-integrated isolated Cuk converter based solar microinverter with a pseudo-DC link. The Cuk converters offer more advantages over the buck and boost converters used in PV integrated applications. The proposed grid-tied solar microinverter based on the isolated Cuk converter individually extracts the maximum power from the photovoltaic panel and it transfers the extracted maximum power to the AC utility system through solar microinverter. High maximum power point tracking accuracy and high conversion efficiency can be achieved with the proposed topology. The principle of operation and the design considerations of the proposed isolated Cuk converter-based solar inverter are analyzed and discussed. The results of a laboratory prototype model and the MATLAB/Simulink simulation results of the proposed system have been presented to validate its feasibility. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPseudo-DC link. =650 \0$aPhotovoltaic system. =650 \0$aSolar microinverter. =650 \0$aElectric power system stability. =650 \0$aEnergy conservation. =650 \0$aPhotovoltaic power generation$xEvaluation. =650 14$aMaximum power point tracking. =650 24$aModule integrated isolated Cuk converter. =650 24$aPseudo-DC link. =650 24$aSolar microinverter. =650 24$aPhotovoltaic system. =700 1\$aThangavel, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140232.htm =LDR 03090nab a2200493 i 4500 =001 JTE20150032 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150032$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150032$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQP91 =082 04$a616$223 =100 1\$aHsia, T. C.,$eauthor. =245 10$aUsing Systematic Innovation Process to Improve the Manufacturing Technology of Platelet Agitators /$cT. C. Hsia, S. C. Chen, R. K. Tsai, S. C. Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThis research took part in the research and development (R&D) and manufacturing processes of platelet agitator instruments at the W-ESPR Technology Company. First, two measurement indexes, the hazard probability and hazard severity, were used to evaluate all possible hazardous events drawn from ISO 14971 (the quality management of medical devices regulations) in the R&D and manufacturing processes. All possible hazardous events were then sifted to find potential hazardous events. Second, these two measurement indexes were combined into a complex risk index to identify the key hazardous events from the potential hazardous events. Third, this study then used the contradiction matrix theory of TRIZ to search for problem solutions for the key hazardous events. Finally, the Taguchi quality engineering method was used as a reference for imported platelet agitators to solve the key hazardous events. Using the systematic procedure proposed in this research, W-ESPR Technology Company developed high quality platelet agitators which were adopted by the Taiwan Blood Donation Center. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBlood Donation Center. =650 \0$aBlood. =650 \0$aBlood Donation. =650 14$aPlatelet agitator instruments. =650 24$aThe quality management of medical devices regulations the TRIZ method. =650 24$aBlood Donation Center. =700 1\$aChen, S. C.,$eauthor. =700 1\$aTsai, R. K.,$eauthor. =700 1\$aHuang, S. C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150032.htm =LDR 03394nab a2200589 i 4500 =001 JTE20130313 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130313$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130313$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGB705.N6 =082 04$a621.366$223 =100 1\$ade Macedo Silva, Edgard,$eauthor. =245 10$aEvaluation of the Magnetic Permeability for the Microstructural Characterization of a Duplex Stainless Steel /$cEdgard de Macedo Silva, Josinaldo P. Leite, Francisco A. de França Neto, João P. Leite, Walter M. L. Fialho, Victor Hugo C. de Albuquerque, João Manuel R. S. Tavares. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aNon-destructive testing has been commonly used to assess the presence of discontinuities that may affect the integrity of materials in service. In this study, a Hall-effect sensor is used in a methodology developed to study, in a non-destructive manner, the microstructural variations of a material that occur because of the single-phase decomposition. The material selected was the UNS S31803 duplex stainless steel, particularly because of its behavior at temperatures below 525°C. Measurements of magnetic permeability based on Hall voltage values were performed, as well as hardness measurements and x-ray diffraction studies. The results confirm that the magnetic permeability can be used to successfully track the formation of γ' phase from ? phase in a duplex stainless steel. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aUNS S31803. =650 \0$aHall voltage. =650 \0$aMagnetic permeability. =650 \0$aDuplex stainless steel. =650 \0$aAquifers$xPermeability$xMeasurement$xInstruments$xDesign and construction. =650 \0$aMagnetic permeability$xMeasurement$xInstruments$xDesign and construction. =650 \0$aMagnetic prospecting$xInstruments$xDesign and construction. =650 14$aMagnetic permeability. =650 24$aHall voltage. =650 24$aDuplex stainless steel. =650 24$aUNS S31803. =700 1\$aLeite, Josinaldo P.,$eauthor. =700 1\$ade França Neto, Francisco A.,$eauthor. =700 1\$aLeite, João P.,$eauthor. =700 1\$aFialho, Walter M. L.,$eauthor. =700 1\$ade Albuquerque, Victor Hugo C.,$eauthor. =700 1\$aTavares, João Manuel R. S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130313.htm =LDR 03098nab a2200529 i 4500 =001 JTE20140102 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140102$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140102$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT50 =082 04$a620.0044$223 =100 1\$aHuang, Hsin-I.,$eauthor. =245 10$aRandom Policy for an Unreliable Server System With Delaying Repair and Setup Time Under Bernoulli Vacation Schedule /$cHsin-I. Huang, Tsung-Yin Wang, Jau-Chuan Ke. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aThis paper deals with an M/G/1 queuing system with server setup and a Bernoulli vacation schedule, in which an unreliable server applies a random N-policy. The server may break down at any time, and the service channel will fail for the duration of the breakdown. When units in the queue are exhaustively served, the server will become idle until the queue size grows to meet a random threshold N(>=1). As soon as the queue size reaches N, the server will immediately begin to serve the waiting units. Upon the service completion of each unit, the server may take a vacation or may remain in the system to serve the next unit, if any. This study derives the queue size distribution during a busy period initiation epoch and a departure epoch, respectively. We also give the analytic expression for the distribution of the delay busy period, which includes breakdown periods and actual busy periods. Furthermore, numerical examples of the long-run cost functions for the random N-policy and the classical N-policy are investigated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDelay repair. =650 \0$aRandom N-policy. =650 \0$aRandom breakdown. =650 \0$aBernoulli vacation. =650 \0$aMaterials Testing. =650 \0$aLCSH: Materials Testing. =650 14$aBernoulli vacation. =650 24$aDelay repair. =650 24$aRandom N-policy. =650 24$aRandom breakdown. =700 1\$aWang, Tsung-Yin,$eauthor. =700 1\$aKe, Jau-Chuan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140102.htm =LDR 03662nab a2200625 i 4500 =001 JTE20140426 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140426$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140426$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS183 =082 04$a670.42$223 =100 1\$aChen, Suduan,$eauthor. =245 10$aFormative Measurement Test of Supplier Evaluation Indicators and Weight Models /$cSuduan Chen, Hsu-Feng Hung. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b53 =520 3\$aSupplier evaluation is very important for supply chain management, procurement management, cost accounting, and management accounting. The most critical step involved in constructing a supplier evaluation model is selecting supplier evaluation indicators and analyzing the corresponding weights. However, an effect will occur where supplier ratings moderate the correlation between supplier evaluation indicators and supplier performance. This study surveys 104 supplier evaluation specialists and collects evaluation data from 1028 suppliers. Statistical data analysis shows that, in the absence of supplier ratings, the supplier evaluation indicator can be considered as a reflective scale that represents supplier performance. If a supplier rating is in place, then the correlations between supplier evaluation indicators are significantly weakened, and supplier evaluation indicators are recognized as a formative scale. The study also finds, through an examination of six different weight models, that the importance of supplier evaluation indicators is ordered as: quality, price, delivery performance, customer service, and flexibility. The aforementioned research findings make a meaningful contribution to the literature on supply chain management and also serve as insightful references for business practices in supplier evaluation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCost accounting. =650 \0$aDecision support. =650 \0$aFormative measurement. =650 \0$aManagement accounting. =650 \0$aProcurement management. =650 \0$aSupplier evaluation. =650 \0$aSupplier rating. =650 \0$aWeight model. =650 \0$aDecision support systems. =650 \0$aProduction planning. =650 14$aFormative measurement. =650 24$aSupplier evaluation. =650 24$aSupply chain management. =650 24$aProcurement management. =650 24$aCost accounting. =650 24$aManagement accounting. =650 24$aWeight model. =650 24$aSupplier rating. =650 24$aDecision support. =700 1\$aHung, Hsu-Feng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140426.htm =LDR 04056nab a2200565 i 4500 =001 JTE20140297 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140297$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140297$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC973.5 =082 04$a551.63/53$223 =100 1\$aGao, Chanjuan,$eauthor. =245 10$aAnalysis for the Relationship Between Concentrations of Air Pollutants and Meteorological Parameters in Xi'an, China /$cChanjuan Gao, Shunxi Deng, Xue Jiang, Yansheng Guo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aThe current study was based on annual ambient air quality monitoring data and corresponding meteorological observation data of Xi'an in 2011. Distribution models on hourly concentrations of PM10, SO2, and NO2 were studied, and the results showed that statistical distribution functions varied from seasons and from pollutants. The optimal distribution models of PM10 concentrations in the four seasons (spring, summer, autumn, and winter) were generalized extreme value distribution (GEVD), Weibull, Weibull, and GEVD, respectively; those of SO2 were lognormal, log-logistic, log-logistic, and GEVD, respectively; and those of NO2 were Weibull, lognormal, GEVD, and GEVD, respectively. The concentrations ranges were 0.03 ~ 0.20 mg/m3 for PM10, 0.008 ~ 0.17 mg/m3 for SO2, and 0.01 ~ 0.12 mg/m3 for NO2, and the probabilities of concentrations in the ranges for accordingly pollutants were up to 85 %. Effects of the meteorological parameters on concentrations of PM10, SO2, and NO2 were studied with linear correlation analysis method for Xi'an city. The results indicated that pollutant concentrations had a negative correlation with wind speed, temperature, and mixing height (MH), whereas it had a positive correlation with atmospheric pressure and atmospheric stability. Both temperature and atmospheric pressure were the most obvious correlation with SO2 concentration with r value of -0.7916 and 0.7032, respectively. Wind speed and MH had the most obvious correlation with NO2 concentration with r value of -0.4423 and -0.3997, respectively. SO2 had the best correlation with meteorological parameters. Analyzing the statistical characteristics of urban air pollution concentration and their relationships with meteorological parameters are of great importance to study urban air pollution problems and corresponding prevention measure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aXi'an. =650 \0$aDistribution model. =650 \0$aCorrelation coefficient. =650 \0$aPollutant concentration. =650 \0$aMeteorological parameter. =650 \0$aMeteorological services. =650 \0$aNATURE$vWeather. =650 14$aDistribution model. =650 24$aPollutant concentration. =650 24$aMeteorological parameter. =650 24$aCorrelation coefficient. =650 24$aXi'an. =700 1\$aDeng, Shunxi,$eauthor. =700 1\$aJiang, Xue,$eauthor. =700 1\$aGuo, Yansheng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140297.htm =LDR 03249nab a2200541 i 4500 =001 JTE20140092 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140092$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140092$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT50 =082 04$a620.0044$223 =100 1\$aYu, Jiawei,$eauthor. =245 10$aDevelopment of a Program-Loading Spectrum for the Accelerated Durability Test of Lower Control Arm /$cJiawei Yu, Songlin Zheng, Guoqing Liang, Jinzhi Feng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aThis study aims to develop a program-loading spectrum for the accelerated durability test of automotive components, with the lower control arm of a suspension as an example. Spectrum development is divided into three parts, namely, load spectrum acquisition, spectrum preprocessing, and program-loading spectrum development. Based on the strengthening property of structural low-amplitude loads under constant and random loadings, a program-loading spectrum-development method considering the strengthening effect of low-amplitude loads (SLAL) below the fatigue limit is proposed. Meanwhile, an equivalent strengthening methodology is considered during spectrum development. The number of loading cycles is decreased, and the bench test time is notably reduced by adjusting strengthening loads to the most effective level. The bench test proved that the influence of SLAL during spectrum development can simulate actual load conditions more effectively and precisely. Thus, this method can accurately predict fatigue failure from the durability test and can efficiently reduce durability test time. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLower control arm. =650 \0$aSpectrum development. =650 \0$aProgram loading spectrum. =650 \0$aMaterials Testing. =650 \0$aLCSH: Materials Testing. =650 14$aProgram loading spectrum. =650 24$aAccelerated durability test. =650 24$aLower control arm. =650 24$aSpectrum development. =650 24$aSmall-load-omission criterion. =700 1\$aZheng, Songlin,$eauthor. =700 1\$aLiang, Guoqing,$eauthor. =700 1\$aFeng, Jinzhi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140092.htm =LDR 02729nab a2200517 i 4500 =001 JTE20140267 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140267$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140267$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBF448 =082 04$a153.4/4$223 =100 1\$aChang, Te-Min,$eauthor. =245 10$aHybrid Segmentation Strategy and Multi-Agent SVMs for Corporate Risk Management in Class Imbalanced Situations /$cTe-Min Chang, Ching-Hui Shih, Ming-Fu Hsu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b53 =520 3\$aThis study introduced an emerging architecture with a segmentation strategy for the classification of highly imbalanced datasets. The segmentation strategy was specifically performed by K-means, which divided the majority class into some less imbalanced datasets and yielded more robust training data. Superior forecasting performance of the ensemble mechanism/multi-agent mechanism came with a critical drawback, which was that it lacked interpretability. The study further dealt with the obscure nature of the ensemble mechanism by LEM2 algorithm. The human-readable rules could be taken as a guideline for decision makers to make a suitable judgment in a highly competitive financial environment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDecision making. =650 \0$aImbalanced data. =650 \0$aMulti-agent structure. =650 \0$aBesluitvorming. =650 \0$aIntuition. =650 14$aCorporate risk management. =650 24$aDecision making. =650 24$aImbalanced data. =650 24$aMulti-agent structure. =700 1\$aShih, Ching-Hui,$eauthor. =700 1\$aHsu, Ming-Fu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140267.htm =LDR 03908nab a2200589 i 4500 =001 JTE20140231 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140231$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140231$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.7/35$223 =100 1\$aGao, Lei,$eauthor. =245 10$aEvaluation of Coarse Aggregate in Cold Recycling Mixes Using X-Ray CT Scanner and Image Analysis /$cLei Gao, Fujian Ni, Hailong Luo, Hainian Wang, Yunqing Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aThe performance of cold recycling (CR) mixtures has been widely evaluated, but these studies rarely focused on the internal structure of CR mixtures. The objective of this research is to investigate the distribution, orientation, and shape properties of coarse aggregates in CR mixtures with emulsion by processing a series of sectional images from an X-ray CT scanner. The uniformity index (UI) was derived to describe the distribution of coarse aggregates. The aggregate orientation was obtained by calculating the average angle of inclination ? and the coherence of orientation ?. The morphological indices, such as the flat and elongated ratio (FER), angularity index (AI), and surface texture index (STI) were used to address the shape properties of CR mixtures. According to the results, the distribution uniformity of CR aggregates becomes worse with coarser gradation. Compaction methods significantly influence the aggregate orientation in CR mixtures. The superpave gyratory compaction (SGC) method makes the best coherence of aggregate orientation, but the static load compacted specimen shows the opposite result. The CR mix tends to have worse uniformity of aggregate distribution, larger angle of aggregate inclination, and more random aggregate orientation compared with the HMA mix. It is estimated that more crushed faces of aggregates are produced in the process of pavement milling and the surface texture of RAP materials decreases with the long-term effects of traffic loading and environment. Adding new coarse aggregates to CR mixtures disturbs the aggregate distribution, but it can improve the average surface texture of aggregates in CR mixtures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCold recycling. =650 \0$aImage analysis. =650 \0$aShape property. =650 \0$aCoarse aggregate. =650 \0$aAggregate distribution. =650 \0$aAggregategradation. =650 \0$aRoad construction. =650 \0$aCoarseaggregates. =650 14$aCold recycling. =650 24$aCoarse aggregate. =650 24$aImage analysis. =650 24$aAggregate distribution. =650 24$aShape property. =700 1\$aNi, Fujian,$eauthor. =700 1\$aLuo, Hailong,$eauthor. =700 1\$aWang, Hainian,$eauthor. =700 1\$aChen, Yunqing,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140231.htm =LDR 04074nab a2200565 i 4500 =001 JTE20140239 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140239$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140239$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN757 =082 04$a672.823$223 =100 1\$aSatheeshkumar, V.,$eauthor. =245 10$aExperimental Evaluation and Prediction of Formability of Adhesive Bonded Steel Sheets at Different Adhesive Properties /$cV. Satheeshkumar, R. Ganesh Narayanan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThe formability of adhesive bonded steel sheets is experimentally evaluated and predicted with the influence of carbon black (CB) nano powder filled adhesive. The epoxy adhesive properties are modified by filling CB nano powder at different wt. %. The tensile and in-plane plane-strain (IPPS) formability tests are carried out to evaluate the formability of adhesive bonded blanks. The true stress-strain behaviour of adhesive bonded blanks is evaluated from the experimental tests and predicted using a finite element (FE) model. The forming limit strains are evaluated during predictions by necking criteria, namely thickness gradient based necking criterion (TGNC) and effective strain-rate based necking criterion (ESRC), and validated with the experimental limit strains. The results show that the adhesive bonded blanks show improved elongation and limit strains of base materials constituting adhesive bonded blanks with increase in CB up to 2 wt. %. There is a reasonable difference in adhesive bonded sheets limit strains between predictions and experiments due to the absence of interface bonding between adhesive and base materials. In the tensile test, about 9.1 %-21.7 % variation in true major strain and about 10.3 %-13.4 % in true minor strain during TGNC predictions are noticed, while ESRC shows more variation than TGNC. In the IPPS forming test, about 8.3 %-12.4 % difference in true major strain and about 2.2 %-13.4 % difference in true minor strain are noticed during prediction by TGNC. The ESRC predictions are equally efficient as compared to TGNC predictions in this case. The TGNC shows better prediction of about 13.5 % in true major strain, and about 7.5 % in true minor strain as compared to ESRC at different adhesive properties in the tensile test. Similarly, a better prediction of about 1 % in true major strain and about 0.3 % in true minor strain in IPPS formability test is observed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEpoxy. =650 \0$aFormability. =650 \0$aCarbon black. =650 \0$aSteel sheets. =650 \0$aAdhesive bonded sheets. =650 \0$aAdhesive joints$xAnalysis. =650 \0$aNondestructive testing. =650 \0$aUltrasonic testing. =650 \0$aSheet-steel$xTesting. =650 14$aAdhesive bonded sheets. =650 24$aSteel sheets. =650 24$aCarbon black. =650 24$aEpoxy. =650 24$aFormability. =700 1\$aGanesh Narayanan, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140239.htm =LDR 03538nab a2200517 i 4500 =001 JTE20140471 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140471$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140471$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA402.6 =082 04$a519.72$223 =100 1\$aChang, Yung-Chia,$eauthor. =245 10$aApplied Variable Neighborhood Search-Based Approach to Solve Two-Stage Supply Chain Scheduling Problems /$cYung-Chia Chang, Kuei-Hu Chang, Tien-Chi Kang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aWhen a company uses a make-to-order or direct-order business model, it needs to keep a low finished goods inventory level to be competitive. However, a low inventory level will cause the company to have little buffer to face the unforeseeable demand surge, which strengthens the close relationship between the stage of production and distribution. This paper probes an integrated production and distribution scheduling problem in which jobs are first produced by a set of unrelated parallel machines and then directly distributed to the corresponding customers by vehicles with limited capacity, with no inventory kept at the production stage. The objective is to find a joint production and distribution schedule such that the total cost, considering both customer service level and total distribution cost, is minimized. This paper integrated the earliest available machine first (EAMF) and variable neighborhood search (VNS) to solve the two-stage scheduling problem and used EAMF, which considers the load of the unrelated parallel machine to generate a set of production schedules to be systematically optimized by VNS, along with optimized routing, and applied a shaking mechanism of VNS to escape from the local optimal solution. The results of the computational experiments showed that the proposed method is better than ant colony optimization (ACO) heuristic methods in the computation time and solution quality. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIntegrated scheduling. =650 \0$aVehicle routing problem. =650 \0$aOperations Research, Mathematical Programming. =650 \0$aOperations Research/Decision Theory. =650 \0$aOptimization. =650 14$aIntegrated scheduling. =650 24$aUnrelated parallel machine. =650 24$aVehicle routing problem. =650 24$aVariable neighborhood search. =700 1\$aChang, Kuei-Hu,$eauthor. =700 1\$aKang, Tien-Chi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140471.htm =LDR 02985nab a2200565 i 4500 =001 JTE20140199 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140199$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140199$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT50 =082 04$a620.0044$223 =100 1\$aSasikumar, M.,$eauthor. =245 10$aNew Intelligent Controller for Induction Motor Speed Control /$cM. Sasikumar, S. Senthilkumar, B. Balabharathi, M. Praveen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b41 =520 3\$aThis paper presents the design and simulation of high-performance brain emotional learning and fuzzy-based intelligent controller (BELFBIC) for three-phase induction motors V/f speed control. BELFBIC is an improved version of a brain emotional learning-based intelligent controller (BELBIC) controller. V/f control is simple and relatively easy to implement. It provides motor performance, which is adequate in most applications. For the first time, BELFBIC is used for space vector pulse width modulation inverter-fed induction motor V/f speed control. A comparative analysis with a proportional-integral-derivative (PID) controller and BELBIC are also carried out. The simulation is conducted with MATLAB/Simulink. The proposed controller is implemented in hardware, and its performance is shown to be better than either PID or BELBIC. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aV/f speed control. =650 \0$aEmotional learning. =650 \0$aInduction motor (IM) =650 \0$aIntelligent controller. =650 \0$aMaterials Testing. =650 \0$aLCSH: Materials Testing. =650 14$aEmotional learning. =650 24$aInduction motor (IM) =650 24$aIntelligent controller. =650 24$aBELFBIC. =650 24$aBELBIC. =650 24$aV/f speed control. =700 1\$aSenthilkumar, S.,$eauthor. =700 1\$aBalabharathi, B.,$eauthor. =700 1\$aPraveen, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140199.htm =LDR 02834nab a2200565 i 4500 =001 JTE20140295 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140295$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140295$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE662 =082 04$a363.17$223 =100 1\$aTorabi, A. R.,$eauthor. =245 10$aMode II Brittle Fracture Assessment of Key-Hole Notches by Means of the Local Energy /$cA. R. Torabi, A. Campagnolo, F. Berto. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b56 =520 3\$aBrittle fracture of key-hole notches under pure mode II loading is investigated both experimentally and theoretically. In the experimental part, a new version of the well-known Brazilian disk specimen containing a central dumbbell-shaped slit with two key-ends, called the Key-BD specimen, made of polymethyl-methacrylate (PMMA), is utilized to perform fracture experiments at room temperature for different notch lengths and various notch radii. In the theoretical part, the experimentally recorded fracture loads are predicted by means of the strain energy density (SED) averaged over a specified control volume, which embraces the notch edge. It is found that the SED criterion can successfully predict the test results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBrazilian disk. =650 \0$aKey-hole notch. =650 \0$aMode II loading. =650 \0$aBrittle fracture. =650 \0$aSteel$xFracture. =650 \0$aFracture properties. =650 \0$aSteel. =650 \0$aTemperature. =650 14$aStrain energy density (SED) =650 24$aKey-hole notch. =650 24$aBrazilian disk. =650 24$aBrittle fracture. =650 24$aMode II loading. =700 1\$aCampagnolo, A.,$eauthor. =700 1\$aBerto, F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140295.htm =LDR 02832nab a2200469 i 4500 =001 JTE20140504 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140504$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140504$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA459 =082 04$a620.1/6$223 =100 1\$aKhan, S. H.,$eauthor. =245 10$aEvaluation of Austenite Phase in High-Carbon Steels by Ultrasonic Longitudinal Velocity /$cS. H. Khan, A. Nusair Khan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aRetained austenite is a remnant product that may induce significant changes in mechanical properties of the steel. Consequently, accurate and economical measurement of retained austenite is very important. In this regard, specimens of AISI-440C and AISI-A2 steels were austenized at different temperatures ranging from 950°C to 1250°C and then air cooled. This led to major microstructural changes in these specimens. These changes were characterized by using x-ray diffraction techniques, optical and electron microscopy, Rockwell hardness testing, and ultrasonic flaw detectors. This study revealed that there is a good correlation exists between austenite phase and the longitudinal velocity. The magnitude of longitudinal velocity can be used to obtain reliable, quick, and quantitative determination of the volume percentage of the austenite phase present on production floor with relative ease, and less destructive, as compared to other methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHigh-carbon steels. =650 \0$aRetained austenite. =650 14$aHigh-carbon steels. =650 24$aLongitudinal velocity measurements. =650 24$aNon-destructive evaluation. =650 24$aRetained austenite. =700 1\$aKhan, A. Nusair,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140504.htm =LDR 03058nab a2200541 i 4500 =001 JTE20140122 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140122$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140122$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710 =082 04$a624/.1513$223 =100 1\$aAmir-Faryar, Behzad,$eauthor. =245 10$aIndex Properties of Coastal Plain Soils of Southeastern Virginia /$cBehzad Amir-Faryar, Karl E. Suter, Richard E. Finnen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aThe Coastal Plain soils of Virginia generally comprise recent marine and fluvial deposits. It is widely accepted that grain size, plasticity, and water content of the soil are indices that can be used to geotechnically characterize fine-grained soils. The objective of this study was to determine whether the soils from a specific geologic formation have consistent or similar index properties. The data from a previously performed extensive field exploration in the Coastal Plain soils of Virginia were used in the study. The data were divided by local geology and subdivided into separate groups based on the soil fines content (FC) and density. Mean values for water content, Standard Penetration Test N-Value, Atterberg limits, FC, and pocket penetrometer tests were then determined for each geology. The statistical analysis of soil index properties was performed for soils in different formations. The results allow better identification of soils in different formations from index property testing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCoastal plain. =650 \0$aWater content. =650 \0$aIndex property. =650 \0$aAtterberg limits. =650 \0$aCoastal Plain Soils. =650 \0$aSoil mechanics. =650 \0$aSoilsProperties. =650 14$aAtterberg limits. =650 24$aCoastal plain. =650 24$aWater content. =650 24$aIndex property. =700 1\$aSuter, Karl E.,$eauthor. =700 1\$aFinnen, Richard E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140122.htm =LDR 02667nab a2200529 i 4500 =001 JTE20150043 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150043$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150043$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.76.R44 =082 04$a005$223 =100 1\$aManjula, T.,$eauthor. =245 10$aOptimal Release Policies of Delayed Discrete Reliability Growth Model With Imperfect Debugging /$cT. Manjula, Madhu Jain, T. R. Gulati. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aThe present investigation was concerned with the delayed discrete S-shaped software reliability growth model with imperfect debugging. In this paper, we developed a discrete model based on non-homogeneous Poisson process by considering two types of fault removal processes. Optimal release policy was suggested to predict the optimal test run after which the software should be released. The sensitivity analysis was performed on the cost and reliability functions. We used the adaptive neuro fuzzy inference system approach to facilitate the computational results and compared it with the analytical results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDiscrete model. =650 \0$aImperfect debugging. =650 \0$aSoftware reliability. =650 \0$aOptimal release policy. =650 \0$aComputer software$xReliability. =650 14$aDiscrete model. =650 24$aSoftware reliability. =650 24$aImperfect debugging. =650 24$aANFIS. =650 24$aOptimal release policy. =700 1\$aJain, Madhu,$eauthor. =700 1\$aGulati, T. R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150043.htm =LDR 02727nab a2200505 i 4500 =001 JTE20130189 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130189$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130189$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL573 =082 04$a629.132/3/0151$223 =100 1\$aChung, Kuo-Cheng,$eauthor. =245 10$aGreen Supply Chain Management of Risk Analysis in the Aerospace Technology Industry /$cKuo-Cheng Chung, Chih-Peng Chu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aIn recent years, environmental regulations were developed and implemented due to an increase in environmental awareness all over the world. Facing this regulatory pressure from the external environment, companies must plan and establish an effective risk assessment mechanism. This study adopts a risk assessment approach failure mode and effect analysis (FMEA) to identify the major control points that can help companies build a risk control process. By planning the control procedure of FMEA, companies can be evaluated in a logical framework of processes. Companies can also simultaneously acquire customers' trust and recognition, while maintaining green core competence for sustainable development. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRisk assessment. =650 \0$aExternal environment. =650 \0$aAerospace engineering$xQuality control. =650 \0$aQuality control. =650 \0$aQuality function deployment. =650 \0$aFailure analysis (Engineering) =650 14$aFailure mode and effect analysis. =650 24$aExternal environment. =650 24$aRisk assessment. =700 1\$aChu, Chih-Peng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130189.htm =LDR 04013nab a2200493 i 4500 =001 JTE20140191 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140191$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140191$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8/5$223 =100 1\$aAhn, Hyungjun,$eauthor. =245 10$aSubsurface Condition Evaluation of Asphalt Pavement for Pavement Preservation Treatments /$cHyungjun Ahn, Jusang Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThe Indiana Department of Transportation (INDOT) has developed a guideline for evaluation of subsurface condition, a project-level evaluation for applicability of Indiana pavement preservation treatments (PPT). The developed guideline, using ground penetration radar (GPR) measurements, surface distress, and laboratory tests, determines the pavement subsurface distress severity and its distribution. The guideline also incorporates the newly developed water stripping severity test utilizing the digital image processing. The guideline has hierarchal evaluation system based on the type of data available for the test section. Level 1 is selected if GPR analysis data is available, level 2 is selected if surface distress data is available, and level 3 is used for all other cases. In addition, the subsurface distress distribution analysis tool (DCUAL) provides the locations of the PPT applicable sections. Case studies were conducted to provide aid to better understand the guideline, to present the example evaluation results upon the application of the guideline, and to validate the applicability of guidelines. Three test roads treated with PPTs within two to three years in Indiana were selected, and different evaluation levels were applied to the test roads. Level 1 and level 2 were applied for state road (SR) SR-70, and level 2 and 3 was applied for SR-257 and SR-43, respectively. Level 1 and level 2 analyses in the case study showed a good agreement with the case of the non-uniform subsurface distress distribution. In the process of determining the PPT applicability, pavements with the overall score of 60 or higher were found to be suitable for PPTs for all three levels of analysis and suitable for the Indiana State Roads having average annual daily traffic of less than 9000. Overall, the case study validated that the guideline provides a consistent, rational, and data-driven decision-making process for the applicability of the project-level pavement preservation program. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt emulsion mixtures. =650 \0$aAsphalt$xTesting. =650 \0$aPavements, Asphalt$xTesting. =650 \0$aMix design. =650 14$aSubsurface condition evaluation. =650 24$aAsphalt pavement preservation treatments. =650 24$aPavement preservation treatment applicability. =650 24$aDistress coverage of unit analysis length. =700 1\$aLee, Jusang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140191.htm =LDR 03075nab a2200565 i 4500 =001 JTE20140139 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140139$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140139$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a620.1/36$223 =100 1\$aRafi, Muhammad Masood,$eauthor. =245 10$aModels for Prediction of 28-Day Concrete Compressive Strength /$cMuhammad Masood Rafi, Muhammad Murtaza Nasir. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b45 =520 3\$aThe design codes usually specify 28-day concrete compressive strength as design strength for reinforced concrete (RC) structures. Concrete specimens are cast and tested at 28 days to ensure compliance of concrete strength with the design requirements. Prediction of concrete strength can help in reducing waiting time and can result in speeding up construction activities. This paper presents prediction models for concrete compressive strength up to 28 days. The data of experimentally tested concrete cylinders were employed in the development of these models. The effects of cement chemical composition and fineness were included by defining two parameters in the models. The predictions are based on 7-day concrete strength. The proposed models provided good correlation with the observed concrete strength data. The models were also validated using the strength results of concrete mixes in the available literature. Generalized forms of the models have been suggested for cement brands available in Pakistan. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCement. =650 \0$aConcrete. =650 \0$aStrength. =650 \0$aCylinders. =650 \0$aPrediction model. =650 \0$aConcreteconstruction. =650 \0$aHighstrengthconcrete. =650 \0$aCompressive Strength. =650 14$aConcrete. =650 24$aStrength. =650 24$aCement. =650 24$aCylinders. =650 24$aCubes. =650 24$aPrediction model. =700 1\$aNasir, Muhammad Murtaza,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140139.htm =LDR 03431nab a2200553 i 4500 =001 JTE20140519 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140519$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140519$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR859.7.A78 =082 04$a610.28$223 =100 1\$aElloumi, Manel,$eauthor. =245 10$aDigital Implementation of Neuro-Fuzzy System for Image Processing Functions /$cManel Elloumi, Mohamed Krid, Dorra Sellami Masmoudi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aThis paper described a hardware implementation approach of a new neuro-fuzzy system (NFS). The main idea was to exploit the powerful means of the adaptive neuro-fuzzy inference system with respect to function approximation, making possible the implementation of reconfigurable hardware with on-chip learning. Different image processing tasks could be achieved based on a back-propagation (BP) learning algorithm. The complexity of this kind of implementation made the pulse mode an attractive solution. Such a technique provided higher integration density through its compactness. Details of the proposed design with on-chip learning were given. As application, illustrating the efficiency and scalability of the proposed NFS, we considered the approximation of image edge detection, which is a very important step in image processing. The proposed system provided efficient learning and good generalization results for different image categories (uniform, synthetic with texture, and natural images). Moreover, the efficiency of our proposed system versus other approaches was demonstrated. Design synthesis results on a Virtex-5 field programmable gate array (FPGA) platform were presented, proving that the implemented NFS provided the best compromise between compactness, speed, and accuracy compared to previous work in the literature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPulse mode. =650 \0$aEdge detection. =650 \0$aOn-chip learning. =650 \0$aFPGA implementation. =650 \0$aBiomedical Engineering. =650 \0$aExpert Systems. =650 \0$aFuzzy Logic. =650 14$aNFS. =650 24$aFPGA implementation. =650 24$aPulse mode. =650 24$aOn-chip learning. =650 24$aEdge detection. =700 1\$aKrid, Mohamed,$eauthor. =700 1\$aMasmoudi, Dorra Sellami,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140519.htm =LDR 02852nab a2200493 i 4500 =001 JTE20140196 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140196$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140196$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD38.5 =082 04$a658.7$223 =100 1\$aChu, Chih-Peng,$eauthor. =245 12$aA Framework Model for Assessing Sustainability Strategies for Tourism Green Supply Chain Management /$cChih-Peng Chu, Kuo-Cheng Chung. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aEnvironmental awareness is growing worldwide. Building green supply-chain management has become a major challenge for corporations as they strive to contribute to sustainable societies. Meanwhile, supply chain management has recently become a new research topic in tourism studies. This study proposed integrating the balanced score card (BSC), a widely used strategic tool, with the analytic network process (ANP) model to develop tourism green supply chain management (TGSCM) indicators. The results indicated that current market dynamics and growth potential can be understood through the TGSCM. Selecting key factors using the BSC can help identify the balance point between a company's revenues and its responsibility for environmental protection, thus enabling a unique tourism operations model by which companies can profit while protecting the environment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBalanced score card. =650 \0$aAnalytic network process. =650 \0$aSupplyChainManagement. =650 \0$aSustainabilityManagement. =650 \0$aBusiness logistics. =650 14$aBalanced score card. =650 24$aAnalytic network process. =650 24$aTourism green supply chain management. =700 1\$aChung, Kuo-Cheng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140196.htm =LDR 02866nab a2200541 i 4500 =001 JTE20150057 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150057$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150057$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aUG485 =082 04$a006.32$223 =100 1\$aKilic, Gokhan,$eauthor. =245 10$aGPR Raw-Data Analysis to Detect Crack Using Order Statistic Filtering /$cGokhan Kilic, Mehmet S. Unluturk. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aGround penetrating radar (GPR) uses data collected with the aid of electromagnetic waves transmitted into a structure by antenna to assess and monitor the structural health of many different kinds of civil infrastructure. With GPR technology promoting their system with promises of the achievement of in excess of 1000 sample points per scan, this research demonstrated on the basis of the Nyquist theorem that 256 sample points per scan provided equally reliable inspection results. Furthermore, 256 sample points per scan GPR data were further analyzed by order statistic filtering with neural networks to locate cracks within concrete materials. The results showed that the neural network order statistic filters are effective in their use of detecting cracks in noisy environments using 256 sample points per scan GPR data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack. =650 \0$aNeural network. =650 \0$aNyquist theorem. =650 \0$aStructural health. =650 \0$aNetwork analysis (Planning) =650 \0$aCommand and control systems. =650 \0$aNeural networks (Computer science) =650 14$aGPR. =650 24$aStructural health. =650 24$aCrack. =650 24$aNyquist theorem. =650 24$aNeural network. =700 1\$aUnluturk, Mehmet S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150057.htm =LDR 03122nab a2200589 i 4500 =001 JTE20140395 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140395$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140395$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH324.2 =082 04$a572.80285$223 =100 1\$aAyyar, K.,$eauthor. =245 10$aComparative Study of Controller Design for Inverter Fed Indirect Vector Controlled Induction Motor Drive Systems /$cK. Ayyar, N. Mohanapriyaa, A. Nirmalkumar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThis paper presented a comparative study of speed controller design for inverter fed indirect vector controlled induction motor drive systems with symmetric optimum (SO) and genetic algorithm (GA) based model order reduction (MOR) techniques. GA was used in this paper for a new MOR and optimal time domain tuning of a Proportional Plus Integral (PI) controller. Comparative studies showed that the new model order reduction technique performed better than the conventional symmetric optimum order reduction technique. The performance of this controller was investigated with time domain specifications such as Overshoot, rise time, and settling time using the MATLAB-SIMULINK digital simulation software package. The simulated results showed that the proposed controller was better than that of the conventional PI controller. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPI controller. =650 \0$aController design. =650 \0$aGenetic algorithm. =650 \0$aModel order reduction. =650 \0$aInduction motor drives. =650 \0$aIndirect vector control. =650 \0$aGenetic Techniques. =650 \0$aComputer Science. =650 \0$aAlgorithm Analysis and Problem Complexity. =650 14$aController design. =650 24$aModel order reduction. =650 24$aGenetic algorithm. =650 24$aPI controller. =650 24$aIndirect vector control. =650 24$aInduction motor drives. =700 1\$aMohanapriyaa, N.,$eauthor. =700 1\$aNirmalkumar, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140395.htm =LDR 03300nab a2200601 i 4500 =001 JTE10975J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10975J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10975J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA462 =082 04$a620.1/1223$223 =100 1\$aShaw, BJ.,$eauthor. =245 10$aDesign and Use of a Load Monitoring Environmental Test Chamber for Stress Corrosion Testing /$cBJ. Shaw. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThis paper gives the construction details and materials used to make an environmental test chamber for stress corrosion cracking tests in which the load on the specimen can be continuously monitored. The design is such that 1T, 0.75T, and 0.5T CT and WOL specimens can be tested in most environments up to pressures of 0.8 MPa (100 psig) and in the temperature range of 0 to 100°C. The apparatus can be used to measure the stress intensity K and the crack length in a test specimen at any time. Consequently crack growth rate as a function of applied stress intensity and the threshold stress intensity KIscc can be obtained. A conceptual compromise in the design stemmed from the requirement of (1) a highly rigid loading system to simulate a bolt load test, and (2) the inclusion of a reasonably sensitive, low rigidity load cell in the loading train. In order to optimize the design, the load cells manufactured at the Westinghouse R&D Center were carefully evaluated. It was concluded that conventional strain gages are sensitive to the local environment (temperature and humidity) and that considerable care is required to limit errors in long term measurements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWedges. =650 \0$aControl. =650 \0$aMonitors. =650 \0$aLoad cells. =650 \0$aTemperature. =650 \0$aTest chambers. =650 \0$aEnvironmental tests. =650 \0$aStress corrosion testing. =650 \0$aStresscorrosion. =650 \0$aAlloys$xStresscorrosion. =650 14$aTemperature. =650 24$aControl. =650 24$aTest chambers. =650 24$aLoad cells. =650 24$aEnvironmental tests. =650 24$aMonitors. =650 24$aWedges. =650 24$aStress corrosion testing. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10975J.htm =LDR 02427nab a2200505 i 4500 =001 JTE10979J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10979J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10979J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aKlepaczko, JR.,$eauthor. =245 10$aDetermination of the Critical Value of the J-Integral at High Loading Rates Using the Wedge-Loaded Specimen /$cJR. Klepaczko. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aA novel procedure is proposed, which improves an earlier one, to determine the critical value of the J-integral at high loading rates.A more detailed analysis of such a test along with some experimental results has been published elsewhere.The present procedure is based on ASTM Test for JIc, a Measure of Fracture Toughness (E 813) To perform the impact test, the split Hopkinson pressure bar concept is used together with the wedge-loaded compact tension specimen (WLCT) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-integral. =650 \0$aFracture dynamics. =650 \0$aSplit Hopkinson bar. =650 \0$aDynamic toughness testing. =650 \0$aFracturemechanics. =650 \0$aStructuraldynamics. =650 14$aFracture dynamics. =650 24$aDynamic toughness testing. =650 24$aJ-integral. =650 24$aSplit Hopkinson bar. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10979J.htm =LDR 02918nab a2200601 i 4500 =001 JTE10976J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10976J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10976J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA483 =082 04$a620.16$223 =100 1\$aHarmouche, MR.,$eauthor. =245 10$aModulus Measurements in Ordered Co-Al, Fe-Al, and Ni-Al Alloys /$cMR. Harmouche, A. Wolfenden. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe composition and/or temperature dependence of the dynamic Young's modulus for the ordered B2 Co-Al, Fe-Al, and Ni-Al aluminides has been investigated using the piezoelectric ultrasonic composite oscillator technique (PUCOT). The modulus has been measured in the composition interval 48.49 to 52.28 atomic % Co, 50.87 to 60.2 atomic % Fe, and 49.22 to 55.95 atomic % Ni for Co-Al, Fe-Al, and Ni-Al, respectively. The measured values for Co-Al are in the temperature interval 300 to 1300 K, while those for the other systems are for ambient temperature only. The data points show that Co-Al is stiffer than Fe-Al, which is stiffer than Ni-Al. The values reported herein for Co-Al are the first of their kind, since none has been reported earlier. However, the data points for Fe-Al and Ni-Al are slightly higher than those reported in the literature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFe-Al. =650 \0$aDynamic. =650 \0$aAluminides. =650 \0$aComposition. =650 \0$aTemperature. =650 \0$aUltrasonics. =650 \0$aYoung's modulus. =650 \0$aAlloys. =650 14$aYoung's modulus. =650 24$aAluminides. =650 24$aUltrasonics. =650 24$aTemperature. =650 24$aComposition. =650 24$aDynamic. =650 24$aCo-Al. =650 24$aFe-Al. =650 24$aNi-Al. =700 1\$aWolfenden, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10976J.htm =LDR 02073nab a2200433 i 4500 =001 JTE10980J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10980J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10980J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP490 =082 04$a621.56$223 =100 1\$aHeger, JJ.,$eauthor. =245 10$aAustenitic Iron-Aluminum-Manganese Alloys As Possible Substitutes for Austenitic Stainless Steels /$cJJ. Heger. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aAlloys of iron-aluminum-manganese containing over 8% aluminum can be made completely austenitic and have good ductility and toughness. Oxidation resistance is good at temperatures up to 982°C (1800°F), but embrittlement occurs following heating in the range 538 to 760°C (1000 to 1400°F). Resistance to corrosion by aqueous environments is poor. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aChromium. =650 14$aIron-aluminum-manganese alloys. =650 24$aAustenitic stainless steels. =650 24$aChromium. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10980J.htm =LDR 02836nab a2200529 i 4500 =001 JTE10977J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10977J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10977J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ808.6 =082 04$a621.31028/4$223 =100 1\$aGrimes, JW.,$eauthor. =245 12$aA Methodology for the Evaluation of the Thermal Performance of Phase-Change Storage Materials /$cJW. Grimes, PW. Brown, L. Kaetzel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aA methodology to evaluate the response of phase-change thermal storage materials to repeated thermal cycling is described. The methodology uses a thermal cycling device to simulate in-service conditions and an isoperibolic calorimeter to measure the thermal storage capacities of the phase-change specimens. The thermal cycling device was designed to operate over a range of predetermined conditions including heating and cooling rates and maximum and minimum cycle temperatures. The design and operating characteristics of this device are described. Data obtained by investigating the Na2SO4.10H2O phase-change system indicate that the methodology can be used to assess the performance and durability of phase-change storage systems. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aThermal cycling device. =650 \0$aIsoperibolic calorimetry. =650 \0$aThermal storage capacity. =650 \0$aEnergystorage$xMaterials. =650 \0$aSolar energy$xMaterials. =650 14$aIsoperibolic calorimetry. =650 24$aPhase-change storage material. =650 24$aSimulated service testing. =650 24$aThermal cycling device. =650 24$aThermal storage capacity. =700 1\$aBrown, PW.,$eauthor. =700 1\$aKaetzel, L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10977J.htm =LDR 03613nab a2200661 i 4500 =001 JTE10972J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10972J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10972J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRB150.F37 =082 04$a616/.0478$223 =100 1\$aLeax, TR.,$eauthor. =245 10$aMethodology for Correlating Fatigue Data Obtained under Different Test Conditions /$cTR. Leax, NE. Dowling, WR. Brose, MG. Peck. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aA number of relatively simple methods are presented which can be used to correlate fatigue data obtained under different test conditions and so collapse the data into a single fatigue-life curve. The test variables considered are stress concentration, mean stress, temperature, and residual stress. The cyclic stress-strain curve in conjunction with Neuber's rule is used to estimate actual stresses and strains in notched specimens. Mean stress effects are accounted for by using empirically determined relationships that have been shown to work for a variety of structural materials. A simple ratio of the ultimate tensile strength at room temperature to that at the test temperature is used to correct for temperature effects. Finally, residual stress is handled by assuming an equivalence with an applied mean stress of the same sign and magnitude. The combined use of these corrections can result in more efficient use of existing fatigue data and allow prediction of the fatigue life of a material under a wide variety of operating conditions. The methodology is illustrated using high-cycle fatigue data on a 403 stainless steel, and accuracy of the methods is ascertained by comparison with a baseline fatigue curve and via statistical criteria. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNotches. =650 \0$aStatistics. =650 \0$aMean stress. =650 \0$aTemperature. =650 \0$aCurve-fitting. =650 \0$aResidual stress. =650 \0$aStress concentration. =650 \0$aType 403 stainless steel. =650 \0$aFatigue. =650 \0$aChronic fatigue syndrome. =650 14$aFatigue. =650 24$aType 403 stainless steel. =650 24$aCyclic stress-strain curve. =650 24$aNotches. =650 24$aStress concentration. =650 24$aMean stress. =650 24$aTemperature. =650 24$aResidual stress. =650 24$aStatistics. =650 24$aCurve-fitting. =700 1\$aDowling, NE.,$eauthor. =700 1\$aBrose, WR.,$eauthor. =700 1\$aPeck, MG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10972J.htm =LDR 02603nab a2200553 i 4500 =001 JTE10978J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10978J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10978J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC176 =082 04$a530.41$223 =100 1\$aCook, TS.,$eauthor. =245 10$aEffect of R? on Cyclic Stress-Strain Behavior of Inconel 718 /$cTS. Cook. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThis investigation was undertaken to examine in detail the effect of the strain ratio, R? =?min/?max, on the cyclic behavior of Inconel 718 at 566°C. The results showed that the cyclic properties defined by the amplitude of the load-displacement hysteresis loops are independent of the mean stress. The complete cyclic curve, defined by the tips of the hysteresis loops, does depend on R? at small strain ranges. At larger strain ranges where the plastic deformation allows the mean stress to relax, the effect disappears. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLow cycle fatigue. =650 \0$aStress relaxation. =650 \0$aMechanical properties. =650 \0$aNickel-base superalloys. =650 \0$aStressrelaxation. =650 \0$aSolids$xMechanical properties. =650 \0$aReinforced materials. =650 14$aInconel 718. =650 24$aNickel-base superalloys. =650 24$aMechanical properties. =650 24$aCyclic stress-strain behavior. =650 24$aLow cycle fatigue. =650 24$aElevated temperature testing. =650 24$aStress relaxation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10978J.htm =LDR 02404nab a2200493 i 4500 =001 JTE10974J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10974J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10974J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aJames, LA.,$eauthor. =245 12$aA New Method for In Situ Compliance Measurements for Fatigue Crack Growth Testing in Autoclaves /$cLA. James, LJ. Ceschini. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aA new method has been developed for in situ compliance measurements on fatigue crack growth specimens. Crack lengths may then be inferred from the compliance measurements. The method is particularly well suited for autoclave testing where direct observation of the specimens is impossible. The new method uses the change in induced eddy current fields with specimen loading as a measure of specimen compliance. Calibration of the device in various environments and temperatures is discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompliance. =650 \0$aAutoclave testing. =650 \0$aFracture mechanics. =650 \0$aStructural dynamics. =650 14$aFatigue crack growth testing. =650 24$aCompliance. =650 24$aFracture mechanics. =650 24$aAutoclave testing. =700 1\$aCeschini, LJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10974J.htm =LDR 02290nab a2200529 i 4500 =001 JTE10973J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10973J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10973J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRB150.F37 =082 04$a616/.0478$223 =100 1\$aBush, RW.,$eauthor. =245 10$aEffect of Dither on Strain-Controlled Fatigue and Tensile Results Obtained with a Closed-Loop Servohydraulic Testing Machine /$cRW. Bush, DJ. Quesnel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe flow stress of alpha brass was found to decrease during strain-controlled tension tests when the dither amplitude was increased. It is suggested that when conducting such tests using specimens requiring low deformation loads that alternative means of preventing silting be used. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDither. =650 \0$aAluminum. =650 \0$aAlpha brass. =650 \0$aMechanical properties. =650 \0$aFatigue. =650 \0$aChronic fatigue syndrome. =650 14$aStrain-controlled fatigue. =650 24$aAlpha brass. =650 24$aAluminum. =650 24$aDither. =650 24$aMechanical properties. =700 1\$aQuesnel, DJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10973J.htm =LDR 03127nab a2200529 i 4500 =001 JTE100131 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100131$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100131$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRD101 =082 04$a617.4/71044$223 =100 1\$aWainstein, JE.,$eauthor. =245 10$aInfluence of the Calibration Points on the Spb Parameter Behavior /$cJE. Wainstein, RG. Cocco, LA. de Vedia, AN. Cassanelli. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe present work studies the separability parameter Spb behavior to estimate crack lengths when two or three calibration points are used. A set of precracked and blunt notched specimens with three-point bend ASTM-SE(B) geometry were prepared from three materials: AA 6061-T6 aluminum alloy with different side groove ratio, high-strength low-alloy welded steel, and 2.25Cr-1Mo steel. For each precracked specimen, initial and final crack length were measured on the crack surface. Intermediate crack lengths were determined by two methodologies: the standard elastic unloading and the Spb parameter method using two and three calibration points. The Spb crack lengths were very close to those estimated using the standard methodology; differences between them were less than 15% ?a, suggested as a difference limit value in ASTM E 1820-99 to alternative methods for measuring crack extension. The performance of Spb parameter was evaluated using two and three calibration points. J-R curves were constructed. The JIQ values obtained by the standard methodology and the Spb method were similar. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIntegral J. =650 \0$aFracture mechanics. =650 \0$aSeparability property. =650 \0$aCrack length estimation. =650 \0$aFractures. =650 14$aFracture mechanics. =650 24$aIntegral J. =650 24$aSeparability property. =650 24$aCrack length estimation. =700 1\$aCocco, RG.,$eauthor. =700 1\$ade Vedia, LA.,$eauthor. =700 1\$aCassanelli, AN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100131.htm =LDR 02611nab a2200493 i 4500 =001 JTE12436J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12436J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12436J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA354.5 =082 04$a620.1126$223 =100 1\$aXia, Y.,$eauthor. =245 10$aDynamic Testing of Materials with the Rotating Disk Indirect Bar-Bar Tensile Impact Apparatus /$cY. Xia, Y. Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aAn experimental method is proposed to investigate the tensile behavior of materials at high strain rates by using a developed split Hopkinson tension bar, rotating disk indirect bar-bar tensile impact apparatus.The mechanically-filtered input tensile pulse is generated by incorporating a prefixed metal bar connected between the impact block and the input bar.The pulse amplitude is controlled by the diameter of the prefixed metal bar.The pulse duration is determined by the length of the prefixed metal bar and the velocity of the impact hammer.Dynamic properties of metallic and nonmetallic materials are presented as examples by using this developed rotating disk indirect bar-bar tensile impact apparatus. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSplit Hopkinson bar. =650 \0$aStructural dynamics. =650 \0$aMaterials$xDynamic testing. =650 \0$aHigh strain rate. =650 \0$aTensile test. =650 14$aSplit Hopkinson bar. =650 24$aHigh strain rate. =650 24$aTensile test. =700 1\$aWang, Y.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12436J.htm =LDR 04175nab a2200601 i 4500 =001 JTE100102 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100102$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100102$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a665.5388$223 =100 1\$aWitczak, MA.,$eauthor. =245 10$aValidation Of Initial and Failure Stiffness Definitions in Flexure Fatigue Test for Hot Mix Asphalt /$cMA. Witczak, MW. Mamlouk, MS. Kaloush, KE. Kaloush. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aFlexural beam fatigue testing of asphalt mixtures has been used for nearly40 years in the pavement industry. Since the development of the test, the definitions of initial and failure stifnesses have not been verified or validated in any comprehensive study. The main objective of this study is to validate the criteria used to define the initial and the final stiffnesses in flexure fatigue testing. In this study, extensive flexure fatigue tests were performed on five typical dense-graded mixtures and an asphalt rubber gap-graded mixture. An optimization approach was used, in which different intial and failure conditions were assumed. Fatigue models were developed using linear regression curve fitting and the conditions that produced the best fit were selected. Both the phenomenological and the dissipated energy approaches were used. Test results conclusively indicated that the initial stiffness should be defined at cycle number 50. In addition, when a phenomenological approach for fatigues employed, the fatigue stiffness should be taken at 50% of the initial stiffness. Astiffness degradation model was developed, which provided an independent proof that failue occurs when the stiffness of the beam is reduced to 50% of the initial stiffness. This model represents a basic material propertey at which damage accumulation in the mixture has produced an inability of the mix to resist further damage independent of the mode of loading. In contract to the tensile strain-failure approach, data analysis with the energy approach showed that fatigue failure stiffness, taken at 30% of the initial stiffness, provided identical fatigue energy failure regardless of constant stress or strain mode of loading. The results show that the phenomenological and energy approaches provide different definition of failure and the test should be consistent with the method of analysis used. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt rubber. =650 \0$aHot mix asphalt. =650 \0$aFailure stiffness. =650 \0$aInitial stiffness. =650 \0$aFlexural beam fatigue. =650 \0$aFatigue failure criteria. =650 \0$aAsphalt. =650 \0$aBituminous materials. =650 14$aHot mix asphalt. =650 24$aAsphalt rubber. =650 24$aFlexural beam fatigue. =650 24$aFatigue failure criteria. =650 24$aInitial stiffness. =650 24$aFailure stiffness. =650 24$aStiffness degradation model. =700 1\$aMamlouk, MW.,$eauthor. =700 1\$aKaloush, MS.,$eauthor. =700 1\$aKaloush, KE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100102.htm =LDR 02424nab a2200493 i 4500 =001 JTE100151 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100151$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100151$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a665.5388$223 =100 1\$aMotola, Y.,$eauthor. =245 10$aAnisotropy of Field-Compacted Asphalt Concrete Material /$cY. Motola, J. Uzan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThis note presents a study to quantify the degree of anisotropy induced in situ by the compaction equipment. Large asphalt concrete samples were cut from the field and sawed in the laboratory to give prismatic specimens 200 x 80 x 80 mm3. The specimens were tested in all directions, at 40°C, using low sinusoidal load. The dynamic modulus obtained at different frequencies was used as the indicator of anisotropy in the three principal directions. Analyses of variance were conducted. They indicated that the material is not isotropic, but rather cross-anisotropic. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAnisotropy. =650 \0$aAsphalt concrete. =650 \0$aField-compacted specimen. =650 \0$aAsphalt. =650 \0$aBituminous materials. =650 14$aAsphalt concrete. =650 24$aAnisotropy. =650 24$aField-compacted specimen. =700 1\$aUzan, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100151.htm =LDR 02524nab a2200553 i 4500 =001 JTE100188 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100188$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100188$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a620.1/127$223 =100 1\$aBarbuzza, RG.,$eauthor. =245 10$aQuality Assurance of Manufactures by Means of Intelligent Tomographic Processing /$cRG. Barbuzza, MJ. Vénere, A. Clausse. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aQuality standards in industry require highly rapid and reliable inspection tools to optimize the production.In this article, a tomographic technique for defect inspection of manufactures is presented.Previous knowledge of the geometry of the inspected objects is used to shorten the inspection time.The location and dimension of internal defects can be determined rapidly from a few projections, providing valuable data for quality control. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInspection. =650 \0$aX-ray imaging. =650 \0$aFailure analysis. =650 \0$aComputed tomography. =650 \0$aNondestructive testing. =650 \0$aEvaluation, Nondestructive. =650 \0$aTesting. =650 14$aInspection. =650 24$aFailure analysis. =650 24$aComputed tomography. =650 24$aX-ray imaging. =650 24$aNondestructive testing. =700 1\$aVénere, MJ.,$eauthor. =700 1\$aClausse, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100188.htm =LDR 03145nab a2200601 i 4500 =001 JTE100290 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100290$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100290$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP213 =082 04$a546/.24$223 =100 1\$aWasiuddin, NM.,$eauthor. =245 10$aEffect of Antistrip Additives on Surface Free Energy Characteristics of Asphalt Binders for Moisture-Induced Damage Potential /$cNM. Wasiuddin, CM. Fogle, MM. Zaman, EA. O'Rear. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aIn this study, the effect of antistrip additives on asphalt binders was evaluated by both laboratory tests and a proposed chemical model of asphalt binder based on the surface free energy characteristics.Two performance graded asphalt binders, namely, PG 64-22 and PG 70-28 and two amine-based liquid antistrip additives, namely, AD-Here HP Plus and Redicote E-6 were evaluated at different percentages (0.25 %, 0.75 %, and 1.5 %) It was found that 1.5 %AD-Here HP Plus and 1.5 % Redicote E-6 increased the total SFE of PG 64-22 by 67 % and 208 %, respectively.Also, the acid components of PG 64-22 and PG 70-28 are 2.9 dyne/cm and 2.5 dyne/cm, respectively, whereas, the corresponding base components are 0.4 dyne/cm for both.With the addition of 1.5 %.Redicote E-6 in PG 64-22, the acid component of the binder reduced by 92 % and the base component of the binder increased by 1141 %. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aContact angle. =650 \0$aAsphalt binder. =650 \0$aAntistrip additives. =650 \0$aSurface free energy. =650 \0$aMoisture-induced damage. =650 \0$aAcids. =650 \0$aChemistry. =650 14$aAsphalt binder. =650 24$aMoisture-induced damage. =650 24$aAntistrip additives. =650 24$aSurface free energy. =650 24$aDynamic Wilhelmy plate method. =650 24$aContact angle. =650 24$aAcid. =650 24$aBase. =700 1\$aFogle, CM.,$eauthor. =700 1\$aZaman, MM.,$eauthor. =700 1\$aO'Rear, EA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100290.htm =LDR 03569nab a2200565 i 4500 =001 JTE100103 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100103$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100103$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.7.S5 =082 04$a624.1/76$223 =100 1\$aPetterson, KB.,$eauthor. =245 10$aV-Notched Shear Specimens for the Inclined Double Notch Shear Test /$cKB. Petterson, JM. Neumeister, M. Strandberg. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aA numerical study of a modified specimen geometry for the inclined double notch shear (IDNS) test was performed. The test uses the standard double notch compression (DNC) specimen whose geometry was modified by replacing the straight grooves with tilted V notches. Arising stress fields were calculated by use of a BEM scheme. Four different geometry parameters were investigated; relative notch distance, specimen loading, and notch tilt and notch opening angles. Different evaluation criteria to determine optimal specimen and test geometries were studied with respect to effects on stress uniformity and stress concentrations/singularities. No single criterion was found to be obviously superior. Judicious specimen loading enabled cancellation of the significant mode I singularity, whereas a careful specimen design enabled the simultaneous cancellation of both modes I and mode II singularities in most specimens. Singular fields (for mathematically sharp notches) were predominant over distances comparable to the root radii used in practice, and thus not very relevant. Further, the shear stress level arising in the specimen center (and in its major part) was controlled by the specimen inclination, whereas stress concentrations in the notch root vicinity were governed mainly by notch tilt and notch opening angles. Appropriately titled, but sharper notches seemed to result in the generally most uniform stress fields. For the issues studied, several accurate closed form expressions were presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNotch. =650 \0$aOblique. =650 \0$aV-notch. =650 \0$aShear test. =650 \0$aInterlaminar shear. =650 \0$aOptimized specimen. =650 \0$aShear (Mechanics) =650 14$aShear test. =650 24$aInterlaminar shear. =650 24$aOblique. =650 24$aNotch. =650 24$aV-notch. =650 24$aOptimized specimen. =700 1\$aNeumeister, JM.,$eauthor. =700 1\$aStrandberg, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100103.htm =LDR 02845nab a2200517 i 4500 =001 JTE100072 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100072$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100072$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC78.7.D53 =082 04$a616.07/54$223 =100 1\$aEl-Magd, E.,$eauthor. =245 10$aCharacterization and Simulation of the Creep Behavior of P92 Sandwich Structures at 923 K with Loading Transverse to the Intermediate Layer /$cE. El-Magd, J. Gebhard, J. Stuhrmann. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aImproving thermal efficiency in modern steam turbines can be achieved by the application of new cooling systems, such as sandwich structures which enable cooling steam to flow without severe losses during operation. The mechanical behavior, especially the creep behavior, of the cooling structure could decideits adoption in a newly built combined cycle power plant. P92 sandwich structures which combine an interlayer of a woven wire mesh between two plane sheets were suggested. Creep tests at T=923 K on this sandwich structure were performed by loading transverse to the intermediate layer. In this work, a new test arrangement for carrying out these tests was introduced. Furthermore, the creep behavior was simulated with the finite element method using creep law material parameters determined from bulk material. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep behavior. =650 \0$aFEM simulation. =650 \0$aSandwich structure. =650 \0$aDiagnostic imaging. =650 \0$aClinical imaging. =650 14$aCreep behavior. =650 24$aSandwich structure. =650 24$aFEM simulation. =650 24$aP92. =700 1\$aGebhard, J.,$eauthor. =700 1\$aStuhrmann, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100072.htm =LDR 03523nab a2200553 i 4500 =001 JTE100090 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100090$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100090$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRD101 =082 04$a617.1/5$223 =100 1\$aDas, S.,$eauthor. =245 12$aA Test Method to Determine Low-Cycle-Fatigue Behavior of Wrinkled Pipe /$cS. Das, JJ. Roger Cheng, DW. Murray. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aField observations of buried pipelines used by energy industries for transporting natural gas and oil indicate that it is not uncommon for geotechnical movements to impose large displacements on buried pipelines resulting in localized curvature, deformations, and strain in the pipe wall. Often these local deformation results in local buckling in the pipe wall (wrinkling) and, in its post-buckling range of response, wrinkles develop rapidly. Subsequent cyclic load histories may produce cyclic plastic strain reversals in the wrinkle region leading to formation of fractures in the wrinkle region. This paper presents an innovative and simple material test method, called a strip test, which was designed and carried out at the University of Alberta in order to simulate the complicated behavior of pipe wrinkles subject to such low-cycle-fatigue loading. It is found that the strip test is capable of replicating the complicated behavior of wrinkled pipe subject to plastic strain reversals at the wrinkle location due to low-cycle-fatigue loading and provides necessary information that can be used for further studies. For the current project, a total of 16 such strip tests were carried out, and the test data from these strip tests have been used successfully to develop fracture life assessment (FLA) model for the wrinkled energy pipe subject to strain reversal due to low-cycle-fatigue loading. The development of the FLA model will be presented in a future publication. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture. =650 \0$aTest method. =650 \0$aLow cycle fatigue. =650 \0$aWrinkled pipeline. =650 \0$aPlastic strain reversals. =650 \0$aFractures. =650 \0$aCallus. =650 14$aTest method. =650 24$aWrinkled pipeline. =650 24$aLow cycle fatigue. =650 24$aPlastic strain reversals. =650 24$aFracture. =700 1\$aRoger Cheng, JJ.,$eauthor. =700 1\$aMurray, DW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100090.htm =LDR 03822nab a2200565 i 4500 =001 JTE100144 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100144$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100144$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRD101 =082 04$a617.4/71044$223 =100 1\$aJadaan, OM.,$eauthor. =245 10$aTime-Dependent Reliability of Thermally Shocked SiC Tubes /$cOM. Jadaan, NN. Nemeth, AE. Segall. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aIn real world structural applications, applied thermal and mechanical loads vary with time such as in thermal shock, startup, shut down, and dynamic and vibrational settings. In addition, when a given component is subjected to transient environmental and or thermal conditions, the material properties also vary with time. The objective of this paper is to demonstrate an analytical methodology capable of predicting the transient reliability of components subjected to time-dependent thermo mechanical loads taking into account the change in material response with time. We ibull parameters, slow crack growth parameters, as well as the thermal and elastic material properties are allowed to vary with time. In this approach, progressive damage due to slow crack growth is accounted for. This transient reliability capability was added to the NASA CARES/Life (ceramic analysis and reliability evaluation of structures/Life) code, which was also updated to interface with commercially available finite element analysis programs executed for transient load histories. The methodology was then used to predict the transient failure probability of thermally shocked sintered alpha silicon carbide SiC tubes quenched down from 1000°C in order to demonstrate the viability of this approach and the CARES/Life code. The failure probability was computed to be 92 % while the measured failure probability was found to be up to 35 %. Sensitivity analysis showed that the computed failure probability is very sensitive to the magnitude of the axial and hoop thermo elastic stress distributions, with 10 % reduction in the stress magnitudes yielding a computed failure probability of 55 % matching the experimentally measured value. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSlow crack growth. =650 \0$aFracture mechanics. =650 \0$aWeibull statistics. =650 \0$aProbability of failure. =650 \0$aFinite element analysis. =650 \0$aFractures. =650 14$aProbability of failure. =650 24$aWeibull statistics. =650 24$aFinite element analysis. =650 24$aFracture mechanics. =650 24$aSlow crack growth. =650 24$aCARES/Life. =650 24$aTube. =700 1\$aNemeth, NN.,$eauthor. =700 1\$aSegall, AE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100144.htm =LDR 02664nab a2200481 i 4500 =001 JTE100098 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100098$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100098$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTR1 =082 04$a770/.5$223 =100 1\$aLoya, JA.,$eauthor. =245 10$aDynamic Fracture-Initiation Toughness ermination of Al 7075-T651 Aluminum Alloy /$cJA. Loya, J. Fernández-Sáez. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aWe present values of the static and dynamic fracture-initiation toughnessat different loading rates of the aluminum alloy Al 7075-T651 obtained onthree-point bend specimens with different thicknesses and initial crack lengths.In static conditions, the critical stress intensity factor was measured accordingto well known procedures. The methodology of dynamic fracture initiation toughness is not yet standardized, and the dynamic tests were done with a modified Hopkinson pressure bar coupled to high-speed cameras to measure the crack mouth opening displacement (CMOD) of the specimens. The critical stress intensity value was obtained from the CMOD at the time that crack starts to grow. This instant was detected by means of crack gauges at the crack tip. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDynamic bending test. =650 \0$aHigh-speed photography. =650 \0$aPhotography. =650 14$aDynamic bending test. =650 24$aDynamic initiation toughness. =650 24$aModified Hopkinson pressure bar. =650 24$aHigh-speed photography. =700 1\$aFernández-Sáez, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100098.htm =LDR 02568nab a2200529 i 4500 =001 JTE100040 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100040$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100040$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP371.4 =082 04$a664.028$223 =100 1\$aZelinka, SL.,$eauthor. =245 10$aUncertainties in Corrosion Rate Measurements of Fasteners Exposed to Treated Wood at 100 % Relative Humidity /$cSL. Zelinka. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThis paper evaluates the effect that uncertainties in measurements of time, weight, and surface area have on the determination of the corrosion rate of metal fasteners in contact with wood. Three different types of nails were driven into alkaline copper quaternary (ACQ)-treated wood and exposed to 26.7°C(80°C) at 100 % relative humidity environment for up to 1 year. It was observed that uncertainties in measurement of corrosion rate of less than5 % could be obtained in 6 months of testing. This paper gives a description of the methods used as well as recommendations for future corrosion exposure tests in wood. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aCorrosion. =650 \0$aPreservative. =650 \0$aExposure test. =650 \0$aFood preservatives. =650 \0$aFood additives. =650 14$aCorrosion. =650 24$aExposure test. =650 24$aWood. =650 24$aPreservative. =650 24$aACQ. =650 24$aAlkaline copper quaternary. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100040.htm =LDR 03009nab a2200529 i 4500 =001 JTE100083 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100083$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100083$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQB330 =082 04$a526.1$223 =100 1\$aHossain, M.,$eauthor. =245 10$aEffect of Quarry Production Process on Specific Gravities of Aggregates /$cM. Hossain, LA. Ferreira, ZQ. Siddique, T. Khanum, R. Montney. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThe combined bulk specific gravity of aggregates is a basic input in theSuperpave asphalt mixture volumetric design. In order to identify and quantify the factors affecting the aggregate specific gravity values, tests methods similar to AASHTO T84 and T85 were conducted on aggregate samples collected from four different quarries in Kansas. All test results were analyzed statistically to find the significance of the factors-top size and fine loss of the aggregates during replicate testing-used in the experimental program. The results show that the bed from which the aggregates are produced has significant effect on the specific gravities. However, different aggregate products obtained from the same bed in a quarry may have dissimilar specific gravities. The analysis also shows that the aggregate production process affects the specific gravities significantly when the aggregates are softer, such as soft limestone in Kansas. Fine loss during replicate testing does not affect the results for harder aggregates. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAggregate. =650 \0$aSuperpave. =650 \0$aSpecific gravity. =650 \0$aGravity. =650 \0$aGeophysics. =650 14$aSpecific gravity. =650 24$aAggregate. =650 24$aSuperpave. =700 1\$aFerreira, LA.,$eauthor. =700 1\$aSiddique, ZQ.,$eauthor. =700 1\$aKhanum, T.,$eauthor. =700 1\$aMontney, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100083.htm =LDR 02753nab a2200529 i 4500 =001 JTE100149 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100149$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100149$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC78.7.U4 =082 04$a616.07/543$223 =100 1\$aJosé Minicuci, D.,$eauthor. =245 10$aStress Evaluation of Railroad Forged Wheels by Ultrasonic Testing /$cD. José Minicuci, AA. dos Santos Júnior, MH. Andrino, F. de Carvalho Santos. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aMany railroads and research institutes have developed no destructive testing methods in order to prevent accidents and remove the wheels from service before they fail. One of the most promising alternative means of performing this type of inspection is the evaluation of the stress on the forged wheel rimby ultrasonic testing. The main purpose of this test is to detect the wheel rim stress variations. MWL Brasil, with UNICAMP (State University of Campinas)'s support, applied a stress analysis method by ultrasonic test, using longitudinal critically refracted waves (Lcr). The magnitude of stress found was compared with simulation in infinite elements presenting consistent results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWheel. =650 \0$aStress. =650 \0$aUltrasonic. =650 \0$aDiagnostic ultrasonics. =650 \0$aMedical diagnostic ultrasonic imaging. =650 14$aWheel. =650 24$aStress. =650 24$aUltrasonic. =650 24$aNondestructive stress measurements. =700 1\$ados Santos Júnior, AA.,$eauthor. =700 1\$aAndrino, MH.,$eauthor. =700 1\$ade Carvalho Santos, F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100149.htm =LDR 03241nab a2200625 i 4500 =001 JTE100142 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100142$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100142$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA413.5 =082 04$a620.1/123/028$223 =100 1\$aHarada, T.,$eauthor. =245 10$aCalculation of Stress Fields Near Notch Roots in Real Life Structures Subjected to In-Plane and Out-of-Plane Deformations /$cT. Harada, H. Noguchi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe authors proposed a practical method for estimating stress fields near a notch in a real structure under in-plane loading in the previous paper. In this method, boundary conditions of a region near a notch are determined reasonably, using the stress field expression and stress components measured by strain gages on the boundary. Therefore, in this method, precise estimation of the stress fields can be performed in a real structure whose boundary conditions are hard to grasp. In this paper, we develop this method further so that it can be used for notches under out-of-plane loading or simultaneous in-plane and out-of-plane loading. A straight boundary near a notch and non-symmetric boundary conditions are investigated as factors lowering the calculation precision. Consequently, there is the angular limitation of a notch in application of this method. However calculation results are accurate enough for most cases. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNotch. =650 \0$aStrain gage. =650 \0$aCircular hole. =650 \0$aReal structure. =650 \0$aIn-plane deformation. =650 \0$aStress concentration. =650 \0$aDisplacement function. =650 \0$aOut-of-plane deformation. =650 \0$aStrain gages. =650 \0$aExtensometer. =650 14$aExperimental stress analysis. =650 24$aStress concentration. =650 24$aNotch. =650 24$aCircular hole. =650 24$aStrain gage. =650 24$aReal structure. =650 24$aDisplacement function. =650 24$aOut-of-plane deformation. =650 24$aIn-plane deformation. =700 1\$aNoguchi, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100142.htm =LDR 02426nab a2200541 i 4500 =001 JTE12229J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12229J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12229J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aZheng, J.,$eauthor. =245 12$aA Method to Determine the Transition Point of Fatigue Crack Growth Rate from Near-?Kth to Paris Regions /$cJ. Zheng, BE. Powell. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe transition point of fatigue crack growth (FCG) between the near-?Kth and the Paris regions is an important value to study fatigue behavior. This study introduces a curve-fitting technique to identify this point for nickel-based superalloy U720 with stress ratio of R = 0.1 at room temperature. The value of ?Kth under these conditions is also determined. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aThreshold value. =650 \0$aTransition point. =650 \0$aFatigue crack growth. =650 \0$aCurve-fitting technique. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFatigue crack growth. =650 24$aTransition point. =650 24$aThreshold value. =650 24$aCurve-fitting technique. =650 24$aNickel-based superalloy U720. =700 1\$aPowell, BE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12229J.htm =LDR 03131nab a2200577 i 4500 =001 JTE12226J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12226J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12226J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBF241 =082 04$a152.14$223 =100 1\$aZhao, B.,$eauthor. =245 10$aEvaluating the Quality of a Mechanical Testing System Using Displacement Field Contours /$cB. Zhao, A. Asundi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aA technique using displacement field data to qualify mechanical tests for in-plane deformation is proposed. Contour lines of the displacement fields that result from applied forces in mechanical tests are used for quantitative analysis and graphical representation of quality of the mechanical testing system in the tests. This method can visually, directly, and sensitively detect loading problems, such as misalignment, existing in the tests. A theoretical analysis using a displacement contour map to describe quantitatively the effect of the misalignment in a uniaxial tension test is described in detail. A technique to obtain the displacement contour map from the displacement field data and on-line inspection of some test system misalignment is presented. Several examples, including an eccentric tension test, a tension test with inhomogeneous fixing of a specimen in the grips, and an Iosipescu composite shear test with various degrees and sources of misalignment are analyzed with this contour method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMisalignment. =650 \0$aTension test. =650 \0$aVisualization. =650 \0$aIosipescu test. =650 \0$aDisplacement field. =650 \0$aDisplacement contour. =650 \0$aVisual perception. =650 \0$aCognitive science. =650 \0$aMental representation. =650 14$aVisualization. =650 24$aDisplacement field. =650 24$aDisplacement contour. =650 24$aTension test. =650 24$aIosipescu test. =650 24$aMisalignment. =700 1\$aAsundi, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12226J.htm =LDR 02626nab a2200505 i 4500 =001 JTE12225J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12225J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12225J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE662 =082 04$a666.893$223 =100 1\$aGhosh, TK.,$eauthor. =245 10$aDevelopment and Evaluation of a Biaxial Tensile Tester for Fabrics /$cTK. Ghosh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aAt the Nonwovens Cooperative Research Center (NCRC), North Carolina State University, a prototype instrument has been designed to measure fabric behavior under biaxial force. The system is equipped with a segmented and self-adjusting clamping system designed to apply uniform finite strain in the sample without undesirable boundary effects. The control system is designed to allow tests to be performed under a constant force-ratio or a constant extension-ratio condition. The designs of the clamping and control systems of the instrument have been evaluated by testing a number of spunbonded nonwoven fabrics. The results show a significant influence of biaxial deformation on the force-extension characteristics of fabrics. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBiaxial force. =650 \0$aBiaxial testing. =650 \0$aFabric tensile behavior. =650 \0$aBrittleness. =650 \0$aBiaxial stress. =650 \0$aConcrete$xTesting. =650 14$aFabric tensile behavior. =650 24$aBiaxial testing. =650 24$aBiaxial force. =650 24$aSpunbonded nonwoven fabrics. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12225J.htm =LDR 03425nab a2200625 i 4500 =001 JTE12223J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12223J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12223J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA658.48 =082 04$a624.1/76$223 =100 1\$aBaskaran, A.,$eauthor. =245 12$aA New Dynamic Wind Load Cycle to Evaluate Mechanically Attached Flexible Membrane Roofs /$cA. Baskaran, Y. Chen, U. Vilaipornsawai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aIn North America, at present, no test procedure exists for certifying roofing systems under dynamic wind loads. To develop such a dynamic test procedure, the National Research Council of Canada (NRC) formed an industry-based consortium during 1994. The consortium is known as the Special Interest Group for Dynamic Evaluation of Roofing Systems (SIGDERS). This paper reports SIGDERS' progress on dynamicload cycle development. Wind tunnel investigations were carried out using two flexible roofing membranes: poly(vinyl chloride) (PVC) and ethylene propylene diene monomer (EPDM). Using the wind tunnel pressure records as source data and comparing the membrane responses of PVC with EPDM, SIGDERS developed a dynamic load cycle. With input from industries, building owners, and roofing associations, the developed load cycle has been generalized and extended to evaluate the ultimate strength of flexible membrane roofs. To validate the newly developed load cycle, several membrane roofing systems were investigated and then reported separately. The SIGDERS load cycle in a laboratory mimics failure modes similar to those observed in the field. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWind tunnel. =650 \0$aWind uplift. =650 \0$aCertification. =650 \0$aStatic testing. =650 \0$aDesign pressure. =650 \0$aRoofing membrane. =650 \0$aDynamic procedure. =650 \0$aLaboratory procedure. =650 \0$aWind-pressure. =650 \0$aWind resistant design. =650 14$aWind uplift. =650 24$aRoofing membrane. =650 24$aStatic testing. =650 24$aDynamic procedure. =650 24$aLaboratory procedure. =650 24$aWind tunnel. =650 24$aDesign pressure. =650 24$aCertification. =700 1\$aChen, Y.,$eauthor. =700 1\$aVilaipornsawai, U.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12223J.htm =LDR 03081nab a2200493 i 4500 =001 JTE12224J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12224J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12224J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.A6 =082 04$a620.1/86$223 =100 1\$aFrost, FF.,$eauthor. =245 10$aEffect of Heat Treatment on Mechanical Properties and Surface Roughness of Aluminum Alloy 601 /$cFF. Frost, V. Karri. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b34 =520 3\$aAluminum alloy 601 has an extensive range of industrial applications due to its consistent mechanical properties and structural integrity. The other intrinsic features of this alloy include excellent corrosion resistance and lack of brittleness or susceptibility to stress-corrosion cracking. Continued attempts are being made to decrease the processing time of this alloy without affecting the associated mechanical properties. This paper shows a systematic experimental investigation carried out in a modern aluminum wheel manufacturing plant to study the effects of heat treatment of this alloy. It is shown in this work that a reduction in processing time at the heat treatment stage of manufacturing is achievable without significant effect on the mechanical properties of the alloy wheel produced. A comprehensive set of experimental investigations has shown that the mechanical properties of the alloy, processed using two separate heat treatment methods, are not significantly different. The findings reported in this paper have real implications to aluminum-processing industries in which heat treatment is a fundamental part of the manufacturing process. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHeat treatment. =650 \0$aAluminum alloy 601. =650 \0$aManufacturing processes. =650 \0$aAluminum alloys. =650 \0$aMetals$xHeat treatment. =650 14$aManufacturing processes. =650 24$aHeat treatment. =650 24$aAluminum alloy 601. =700 1\$aKarri, V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12224J.htm =LDR 02637nab a2200529 i 4500 =001 JTE12227J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12227J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12227J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA448 =082 04$a668.4/9$223 =100 1\$aSingh, SP.,$eauthor. =245 10$aComparison of Returnable Paper and Plastic Corrugated Packaging Trays for the United States Postal Service /$cSP. Singh, R. Walker, D. Close. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThis study provides a comparison of paper and plastic corrugated materials that are used for packaging. The test containers were mail trays used by the United States Postal Service. The test methods consist of performing an accelerated test in a warehouse facility that closely simulates the everyday handling characteristics encountered by these trays in postal facilities. The results also compared differences in material-recycled content and fabrication processes. The results show that the reusable plastic corrugated trays performed 2.5 to 3 times better than similar types of reusable paper corrugated trays. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPostal trays. =650 \0$aCorrugated paper. =650 \0$aCorrugated plastic. =650 \0$aReturnable packaging. =650 \0$aPipe, Plastic. =650 \0$aCorrugated pipe. =650 14$aCorrugated plastic. =650 24$aCorrugated paper. =650 24$aPostal trays. =650 24$aReturnable packaging. =700 1\$aWalker, R.,$eauthor. =700 1\$aClose, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12227J.htm =LDR 02713nab a2200553 i 4500 =001 JTE12443J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12443J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12443J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ184 =082 04$a621.8/33$223 =100 1\$aßelik, M.,$eauthor. =245 10$aAnalysis of Stresses in Spur Gears by the Photoelastic Coating Method /$cM. ßelik, ÖG. Bilir. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThis study uses a photoelastic coating method in spur gear stress analysis, and verifications of the results are made with two-dimensional boundary element analysis. The principal advantage of the photoelastic coating method comes from the fact that it is a full-field technique capable of showing the entire stress distribution over the surface of a part and thus highlighting the regions where the stresses are the largest. The general results of experimental work in which spur gears are analyzed, both in test fixtures and in loading conditions at the critical points, are presented in order to measure actual tooth root, tooth fillet, and blank stresses. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSpur gears. =650 \0$aRim thickness. =650 \0$aPhotoelastic coating. =650 \0$aReflection polariscope. =650 \0$aGear stress. =650 \0$aGear deflection. =650 \0$aGear. =650 \0$aStressdistribution. =650 14$aPhotoelastic coating. =650 24$aReflection polariscope. =650 24$aSpur gears. =650 24$aHighest point of single tooth contact. =650 24$aRim thickness. =700 1\$aBilir, ÖG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12443J.htm =LDR 02759nab a2200553 i 4500 =001 JTE12228J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12228J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12228J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aRussell, AM.,$eauthor. =245 12$aA Low-Temperature Modification to the Charpy Impact Test, with an Example Study of the Fracture Toughness of Mg-12%Li between 4.2 to 77 K /$cAM. Russell, JE. Ostenson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aA modification to the Charpy test for measuring impact fracture toughness has been developed that permits the specimen to be bathed in flowing liquid helium while mounted on the testing machine's anvil immediately prior to impact. This method permits samples to be tested at any temperature between 4.2 and 77 K, which extends the Charpy test to temperatures lower than those achievable by the conventional liquid bath immersion technique. A body-centered cubic Mg-12%Li single-phase alloy was tested by this new method and found to have anomalously high impact fracture toughness in the temperature range 4.2 to 77 K. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCharpy test. =650 \0$aImpact strength. =650 \0$aLow temperature. =650 \0$aFracture toughness. =650 \0$aMagnesium-lithium alloy. =650 \0$afracture mechanics. =650 \0$aFracture of materials. =650 14$aFracture toughness. =650 24$aCharpy test. =650 24$aLow temperature. =650 24$aMagnesium-lithium alloy. =650 24$aDuctile-brittle transition. =650 24$aImpact strength. =700 1\$aOstenson, JE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12228J.htm =LDR 02442nab a2200481 i 4500 =001 JTE11860 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11860$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11860$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.2 =082 04$a620.1/06$223 =100 1\$aZhou, L.,$eauthor. =245 10$aSome Problems in the Measurement of Dynamic Modulus of Viscoelastic Model Materials /$cL. Zhou, J. Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aCommonly used model materials in structural model testing are gypsum, added-weight emulsion, added-weight rubber, PlexiglasTM, epoxy resin, and polyvinyl chloride PVC. These materials are viscoelastic and their mechanical properties are unstable, especially the elastic dynamic modulus. To discuss the principle of variation on the elastic dynamic modulus, the materials PlexiglasTM, PVC plastic, and added-weight rubber were chosen for dynamic testing; the factors of temperature effect, size effect, and the effect of loading modes are also discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModel testing. =650 \0$aViscoelastic material. =650 \0$aElastic dynamic modulus. =650 \0$aViscoelastic materials$xMechanical properties. =650 14$aViscoelastic material. =650 24$aModel testing. =650 24$aElastic dynamic modulus. =700 1\$aChen, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11860.htm =LDR 03025nab a2200553 i 4500 =001 JTE11933 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11933$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11933$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.R8 =082 04$a620.1/94$223 =100 1\$aThomas, LC.,$eauthor. =245 10$aWater Testing Natural Rubber Latex Condoms :$bA Comparison of Surveillance Test Methods /$cLC. Thomas, LN. Kerr, PC. Andersen, EJ. Carter, LD. McIlvain. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aManufacturers, consumers, and regulators use various water test methods to test the integrity of the barrier offered by natural rubber latex condoms. The purpose of this study is to analyze three alternative water test methods and determine which is the best method for detecting holes in condoms. Three types of holes (laser, acupuncture, and 28 gage insulin needles), approximating defects that occur in condoms, were placed in condoms and then into equal size test sets for testing by six laboratories for the purpose of evaluating the three alternative methods: the ASTM method, the ISO/FDA method, and the CSI/FHI method. Each method shares a hang portion for 1 min, and then uses a different form of manipulation; either elevate (ASTM), roll (ISO/FDA), or squeeze (CSI/FHI). The interlaboratory study data indicate the CSI/FHI is the most sensitive method for locating holes in condoms, becoming more sensitive as the defect approaches the closed end. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHoles. =650 \0$aCondoms. =650 \0$aWater test methods. =650 \0$aNatural rubber latex. =650 \0$aRubber. =650 \0$aLatex. =650 14$aCondoms. =650 24$aWater test methods. =650 24$aHoles. =650 24$aNatural rubber latex. =700 1\$aKerr, LN.,$eauthor. =700 1\$aAndersen, PC.,$eauthor. =700 1\$aCarter, EJ.,$eauthor. =700 1\$aMcIlvain, LD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11933.htm =LDR 03072nab a2200601 i 4500 =001 JTE11046 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11046$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11046$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA645 =082 04$a624.1/7$223 =100 1\$aYoshimura, T.,$eauthor. =245 10$aEstimation of Stress Field Near a Notch Root of 3-D Structures with a Few Strain Data and the Body Force Method /$cT. Yoshimura, T. Harada, H. Noguchi, T. Yoshimura. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aA method is proposed for estimating stress fields using a few surface strain data, obtained either from strain gages or from finite-element analysis (FEA), and the body force method (BFM). A notch in a three-dimensional structural surface is considered to be an observed domain. The observed domain is treated as a pseudo-3-D plate, not a part of a 3-D body. In other words, the body force is distributed in the observed domain to add a 3-D influence to a plane stress problem. In this paper, the results by elastic finite-element method (FEM) analysis are used instead of the strain gage outputs on actual structures to investigate the application limit of the present method. It is possible to obtain the maximum stress value within 10% error by self-assessment of the result with the present method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNotch. =650 \0$aElasticity. =650 \0$aStrain gage. =650 \0$aBody force method. =650 \0$aStress concentration. =650 \0$aFinite-element analysis. =650 \0$aStrains and stresses. =650 \0$aStructural analysis (Engineering) =650 14$aElasticity. =650 24$aStress concentration. =650 24$aBody force method. =650 24$aNotch. =650 24$aExperimental stress analysis. =650 24$aStrain gage. =650 24$aFinite-element analysis. =700 1\$aHarada, T.,$eauthor. =700 1\$aNoguchi, H.,$eauthor. =700 1\$aYoshimura, T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11046.htm =LDR 02659nab a2200529 i 4500 =001 JTE11890 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11890$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11890$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a620.1/123$223 =100 1\$aBeghini, M.,$eauthor. =245 10$aResidual Stress Measurement and Modeling by the Initial Strain Distribution Method :$bPart I-Theory /$cM. Beghini, L. Bertini. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe paper presents a method for measuring and modeling residual stress fields. The method is based on the evaluation of a hydrostatic initial strain distribution, which is assumed to be the cause of the residual stresses. The initial strain distribution can be used, within a numerical (e.g., finite element) model, to evaluate the complete residual stress distribution of the body. For estimating the initial strain distribution a hybrid (experimental plus numerical) technique is proposed, which is based on measuring the strain relaxed by cutting the body in incremental steps and on sensitivity coefficients obtained by properly elaborating numerical simulations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModeling. =650 \0$aMeasurement. =650 \0$aInitial strain. =650 \0$aResidual stress. =650 \0$aFinite-element analysis. =650 \0$aResidual stresses. =650 14$aResidual stress. =650 24$aModeling. =650 24$aMeasurement. =650 24$aInitial strain. =650 24$aFinite-element analysis. =700 1\$aBertini, L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11890.htm =LDR 02838nab a2200565 i 4500 =001 JTE11891 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11891$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11891$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a620.1/123$223 =100 1\$aBeghini, M.,$eauthor. =245 10$aResidual Stress Measurement and Modeling by the Initial Strain Distribution Method :$bPart II-Application to Cladded Plates with Different Heat Treatments /$cM. Beghini, L. Bertini, R. Valentini. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe initial strain distribution (ISD) method is applied to the evaluation of the residual stress in cladded plates with three different heat treatments. The experimental methods are explained and details for the application of the interpretation procedure developed in Part I are provided. The ISD allowed the complete residual stress field of the plates to be obtained and the effect of the heat treatments in the mitigation of the residual stress peaks to be verified. The obtained results make it possible to predict the residual stress field for any body that can be extracted from the plates by any procedure that does not introduce other sources of initial strain. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCladding. =650 \0$aMeasurement. =650 \0$aInitial strain. =650 \0$aHeat treatments. =650 \0$aResidual stress. =650 \0$aFinite-element analysis. =650 \0$aResidual stresses. =650 14$aResidual stress. =650 24$aCladding. =650 24$aHeat treatments. =650 24$aMeasurement. =650 24$aInitial strain. =650 24$aFinite-element analysis. =700 1\$aBertini, L.,$eauthor. =700 1\$aValentini, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11891.htm =LDR 02733nab a2200493 i 4500 =001 JTE11943 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11943$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11943$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD281.P6 =082 04$a541/.394$223 =100 1\$aPickett, JE.,$eauthor. =245 10$aUV Absorber Permanence and Coating Lifetimes /$cJE. Pickett. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aDelamination is the ultimate failure mechanism of a coating. Delamination times often are closely related to the dose of ultraviolet (UV) radiation reaching the substrate or primer, and this dose is related to the UV absorbing capability of the overlying coating. Organic UV absorbers are not permanent, and their photodegradation is an important factor in determining coating lifetime. The kinetics and some of the chemistry of UV absorber photodegradation have been studied extensively over the past decade and applied to coating lifetime prediction. Rates of UV absorber loss vary widely and are highly dependent on the coating matrix, so must be determined on a case-by-case basis. Simple zero- or first-order kinetic schemes give rates that are dependent on the initial absorbance of the sample. This paper discusses a more reliable kinetic equation and applies the rate constant to prediction of delamination times. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCoatings. =650 \0$aUV absorber loss. =650 \0$aLifetime prediction. =650 \0$akinetics. =650 \0$aChemical kinetics. =650 14$aUV absorber loss. =650 24$aLifetime prediction. =650 24$aKinetics. =650 24$aCoatings. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11943.htm =LDR 01696nab a2200433 i 4500 =001 JTE12613 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12613$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12613$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.74$223 =245 00$aErratum to Instrumentation and Testing Methodology for Detecting Chloride Contaminants in Soils. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSoil cement. =650 \0$aCalcium oxide. =650 \0$aSodium chloride. =650 \0$aBlack cotton soils. =650 \0$aSoil science. =650 \0$aSoil stabilization. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12613.htm =LDR 02889nab a2200529 i 4500 =001 JTE11946 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11946$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11946$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC761 =082 04$a538.44$223 =100 1\$aXin, Q.,$eauthor. =245 10$aApplication of Magnetoelastic Technology to the Measurement of Stresses in Rails for High-Speed Trains /$cQ. Xin, HZ. Ling, TJ. Long. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aOn high-speed railroad lines, several dozens of standard rails have to be welded together to make a very long seamless rail. When put into service, owing to the resistance effect of the fasteners and the crossties, such a seamless rail is allowed to expand with heat and contract with cold only within 100 m of its two ends. Thus, huge longitudinal stresses may accumulate inside the rails when the temperature of the rails changes. In a rail, the cross-sectional area of which is 77.45 cm2, and the weight of which is 60 kg per meter, 2.5 MPa of stress will be generated as the temperature of the rail changes 1°C. In a hot summer, if the daily change of the temperature of the rails is 50°C, the stress in the rails will change 75 MPa. Such a large stress in the rails can cause catastrophes. Thus, a technology for the measurement of the stresses inside such a rail in service is urgently needed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStress. =650 \0$aSeamless rails. =650 \0$aMagnetic domain. =650 \0$aMagnetoelastic wave. =650 \0$aMagnetic materials. =650 \0$aDomain structure. =650 14$aMagnetoelastic wave. =650 24$aSeamless rails. =650 24$aMagnetic domain. =650 24$aStress. =700 1\$aLing, HZ.,$eauthor. =700 1\$aLong, TJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11946.htm =LDR 02668nab a2200517 i 4500 =001 JTE11898 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11898$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11898$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aHe, Q.,$eauthor. =245 10$aCharacteristics of Macrodeformation Behavior of the Cycling Failure Specimens of a Fe-Cr-Ni Alloy Under In-phase and Out-of-phase Thermomechanical Fatigue /$cQ. He, Y. Qian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aCharacteristics of macrodeformation behavior of the cycling failure specimens of a Fe-Ni-Cr alloy were studied under in-phase and out-of-phase synchronization of thermal cycling with mechanical cycling. Varied hysteresis loops characterize different cycling hardening behavior under in-phase and out-of-phase thermomechanical fatigue (TMF). Out-of-phase caused stronger hardening and severe asymmetry of cycling stress leading to a shorter failure life. Meanwhile thermomechanical cycling weakening hardening behavior occurred in the higher temperature region in each cycling. Asymmetry of the configuration change of the specimen is evident under Out-of-phase. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIn-phase. =650 \0$aOut-of-phase. =650 \0$aCycling stress asymmetry. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aThermo-mechanical superposition. =650 24$aCycling stress asymmetry. =650 24$aIn-phase. =650 24$aOut-of-phase. =700 1\$aQian, Y.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11898.htm =LDR 02658nab a2200565 i 4500 =001 JTE11806 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11806$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11806$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a620.1/123$223 =100 1\$aAbrams, M.,$eauthor. =245 10$aResidual Stress Measurement in Ion-Exchanged Glass by Iterated Birefringence and Etching /$cM. Abrams, J. Shen, D. Green. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aResidual stresses play an important role in controlling fracture behavior in ion-exchanged glass. In this work, the internal tensile stress resulting from ion exchange is measured using conventional birefringence methods. By progressively etching thin layers from the glass surface, the compressive stress in the removed layer can then be determined from the change in the compensating internal tensile stress, producing a stress profile as a function of depth. Specimen geometry, surface roughness, and configuration of the optical system are examined in order to improve the accuracy of the method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGlass. =650 \0$aIon exchange. =650 \0$aBirefringence. =650 \0$aStress profile. =650 \0$aSurface finish. =650 \0$aResidual stress. =650 \0$aResidual stresses. =650 14$aResidual stress. =650 24$aIon exchange. =650 24$aStress profile. =650 24$aGlass. =650 24$aBirefringence. =650 24$aSurface finish. =700 1\$aShen, J.,$eauthor. =700 1\$aGreen, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11806.htm =LDR 02863nab a2200505 i 4500 =001 JTE11844 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11844$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11844$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a624.151$223 =100 1\$aHao, P.,$eauthor. =245 10$aEvaluation Indicator of Asphalt Mixture Rutting Susceptibility /$cP. Hao, Y. Hachiya. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aRutting is the major cause of failure of asphalt pavements. Excessive rutting often results in premature maintenance and rehabilitation activities, reducing the service life of the pavement. It is very important to evaluate the rutting susceptibility of asphalt mixtures in the laboratory at high temperatures. Wheel-tracking devices have gained a great deal of attention as candidates for proof-testing the ability of asphalt mixtures to resist rutting; currently, there are a number of different wheel-tracking devices and different evaluation indicators. The objective of this study is to evaluate indicators of asphalt mixture rutting susceptibility in the laboratory, using the wheel-tracking test and data for different asphalt mixtures and test conditions. It is found that the dynamic stability indicator in the Japanese standard is not suitable for evaluating the rutting susceptibility of asphalt mixtures, but that the relative deformation ratio is a suitable indicator. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRutting test. =650 \0$aAsphalt mixtures. =650 \0$aDynamic stability. =650 \0$aAsphalt. =650 \0$aAsphalt content. =650 14$aRutting test. =650 24$aAsphalt mixtures. =650 24$aDynamic stability. =650 24$aRelative deformation ratio. =700 1\$aHachiya, Y.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11844.htm =LDR 02427nab a2200553 i 4500 =001 JTE11799 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11799$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11799$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA413.5 =082 04$a620.1/123/0287$223 =100 1\$aNoda, NA.,$eauthor. =245 10$aStress Concentration Factor Formulas Useful for Any Dimensions of Shoulder Fillet in a Flat Test Specimen Under Tension and Bending /$cNA. Noda, Y. Takase. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aIn this work stress concentration factors Kt for a flat bar with fillets are considered on the basis of exact solutions now available for special cases and accurate numerical results. Then, a convenient Kt formula useful for any dimensions of the fillet is proposed. The conclusions can be summarized as follows. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlat bar. =650 \0$aTest specimen. =650 \0$aShoulder fillet. =650 \0$aTension, bending. =650 \0$aBody force method. =650 \0$aStrains and stresses$xMeasurement. =650 \0$aMaterials$xTesting. =650 14$aStress concentration factor. =650 24$aShoulder fillet. =650 24$aFlat bar. =650 24$aTest specimen. =650 24$aTension, bending. =650 24$aBody force method. =700 1\$aTakase, Y.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11799.htm =LDR 02129nab a2200421 i 4500 =001 JTE11056J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11056J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11056J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN800 =082 04$a553.2/4$223 =100 1\$aCox, DW.,$eauthor. =245 10$aIntroduction to Symposium on the Application of Coal Sampling and Coal Preparation to Petroleum Coke /$cDW. Cox. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPetroleum refining produces a broad spectrum of gases, liquids, and hydrocarbon products. In the early 1950s, a strong demand for gasoline and the replacement of heavy fuel oil by coal and natural gas forced U.S. refiners to convert the heavy residual fraction of crude to lighter products. The residue from this process of further fractionation resulted in a material called petroleum coke, having a volatile matter content of 8 to 18%. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCoal. =650 \0$aCoal$xEnvironmental aspects. =650 \0$aEnvironmental degradation$xCoal. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11056J.htm =LDR 02792nab a2200457 i 4500 =001 JTE11052J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11052J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11052J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aBaratta, FI.,$eauthor. =245 10$aLoad-Point Compliance of a Three-Point Loaded Cracked-Notched Beam /$cFI. Baratta. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aLoad-point compliances are determined for several three-point loaded notched-cracked beam configurations utilized by ASTM as standard test specimens. A method of accounting for the crack starter notch configuration as well as the crack itself is presented. Results from this analysis are compared with tabular data included in ASTM Test for JIc. A Measure of Fracture Toughness (E 813-81). Because load-point compliance is a sensitive indicator of crack growth and of general interest, two additional beam test configurations standardized by ASTM are examined: Test for Plane-Strain Fracture Toughness of Metallic Materials (E 399-83) and Test for Crack Strength of Slow Bend, Precracked Charpy Specimens of High-Strength Metallic Materials (E 812-81). These results are also compared with an available method that predicts compliance based on an idealized crack representing a crack starter notch. Results show, where accuracy is required, as specified in ASTM E 813, that the presence of the notch geometry and be considered. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompliance. =650 \0$aFracture mechanics. =650 \0$aStructural dynamics. =650 14$aFracture mechanics. =650 24$aCompliance. =650 24$aCracked-notched configurations. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11052J.htm =LDR 02506nab a2200505 i 4500 =001 JTE11047J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11047J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11047J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHV5824.W6 =082 04$a362.29/82/0820973$223 =100 1\$aPratap, CR.,$eauthor. =245 10$aEvaluation of Notch Tip Opening Displacement Using a Composite Crack Profile Approach /$cCR. Pratap, RK. Pandey. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aA composite crack profile model has been used to evaluate the notch tip opening displacement (NTOD) for blunt notches in single-edge-notched (SEN) tension and SEN bending geometries. For the small-scale yielding situation, the values of crack tip opening displacement (CTOD) as a function of the K/?ys ratio are almost equal in the two geometries. The NTOD values obtained using the present method are, however, geometry dependent and are more representative of displacement at the notch tip than the values obtained in an earlier paper. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPlastic hinge model. =650 \0$aComposite crack profile. =650 \0$aCrack(Drug) =650 \0$aCrack. =650 \0$aCrackCocaine. =650 14$aNotch tip opening displacement. =650 24$aComposite crack profile. =650 24$aNotch mouth opening displacement. =650 24$aPlastic hinge model. =700 1\$aPandey, RK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11047J.htm =LDR 03193nab a2200565 i 4500 =001 JTE11051J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11051J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11051J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRB150.F37 =082 04$a616/.0478$223 =100 1\$aRahka, KA.,$eauthor. =245 10$aDiametral Strain Response and Microstructural Yielding Mechanisms of a Bainitic Pressure Vessel Steel /$cKA. Rahka, JP. Solin, MJ. Kemppainen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aUnexpected trends of diametral strain range response have been recorded for annealed bainitic Cr-Mo-V-pressure vessel steel at room temperature and moderate strain amplitudes. Stress and diametral strain response were also recorded for three harder heat treatment variants, but they behaved as expected. The alloy is strengthened by a carbide dispersion and a dislocation network, both of variable density. The unexpected diametral strain response is suggested to be associated with yet unknown macroscopic effects of particular observed microscopic mechanisms of slip. These mechanisms of slip can be analyzed with a model for dispersion strengthening which expresses the connection between nominal dislocation activity and the plastic and elastic components of elongation. The necessity for a differentiation between effective obstacles to slip consisting of stable carbides or cyclically unstable dislocation networks is arrived at. Observation of slip mechanisms by scanning electron microscopy is presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBainitic steels. =650 \0$aPoisson's ratio. =650 \0$aLow cycle fatigue. =650 \0$aMicrostructural effects. =650 \0$aDiametral strain response. =650 \0$aFatigue. =650 \0$aChronic fatigue syndrome. =650 14$aDiametral strain response. =650 24$aMicrostructural effects. =650 24$aBainitic steels. =650 24$aLow cycle fatigue. =650 24$aCyclic deformation mechanisms. =650 24$aPoisson's ratio. =700 1\$aSolin, JP.,$eauthor. =700 1\$aKemppainen, MJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11051J.htm =LDR 02369nab a2200505 i 4500 =001 JTE11045J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11045J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11045J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aRoos, E.,$eauthor. =245 10$aDetermination of Material Characteristic Values in Elastic-Plastic Fracture Mechanics by Means of J-Integral Crack Resistance Curves /$cE. Roos, U. Eisele. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThis article discusses the problem of determining the characteristic values in ductile fracture mechanics on the basis of the J-integral. Special interest is directed towards the question of transferability of the characteristic values from laboratory specimens to large-scale specimens of dimensions similar to those of components. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJR-curves. =650 \0$aStretched zone. =650 \0$aFracture mechanics. =650 \0$aStructural dynamics. =650 14$aJR-curves. =650 24$aDetermination of JIc, J0.15, and J0.2 values. =650 24$aPhysical crack initiation value J. =650 24$aStretched zone. =650 24$aDetermination of J0.15 curves on large-scale specimens. =700 1\$aEisele, U.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11045J.htm =LDR 02311nab a2200481 i 4500 =001 JTE11058J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11058J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11058J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR855.3 =082 04$a610/.28$223 =100 1\$aSavage, KI.,$eauthor. =245 10$aSampling Variance :$bBias and Reproducibility /$cKI. Savage. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aProduct quality necessitates the collection of a representative sample for analysis. The representativeness of a sample is measured by its accuracy or variance. Sampling variance is discussed in two parts, bias and reproducibility. Bias is an error that consistently results in either high or low analysis. Test methods for bias are described in detail. Reproducibility is a measure of expected fluctuation around the true result. Reproducibility can be reduced by additional increments, analysis, or both. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aReproducibility. =650 \0$aSampling variance. =650 \0$aReproducibilityof Results. =650 \0$aBiomedical engineering. =650 \0$aHuman engineering. =650 14$aSampling variance. =650 24$aBias. =650 24$aReproducibility. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11058J.htm =LDR 02224nab a2200493 i 4500 =001 JTE11057J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11057J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11057J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP245.C4 =082 04$a661/.0681$223 =100 1\$aEngelke, GH.,$eauthor. =245 12$aA Review of Petroleum Coke Preparation Procedures /$cGH. Engelke. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSpecific procedures and techniques are employed to maximize petroleum coke sample integrity in the laboratory. If sample integrity is not retained during preparation, the end results from the laboratory are of little value. All samples require reduction and division as a part of the preparation process. Moisture samples should be handled with extreme care even if this requires separate samples. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPetroleum coke. =650 \0$aSample integrity. =650 \0$aSample preparation. =650 \0$aPetroleumcoke. =650 \0$aCarbon. =650 \0$aCarbon-black. =650 14$aPetroleum coke. =650 24$aSample integrity. =650 24$aSample preparation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11057J.htm =LDR 02630nab a2200553 i 4500 =001 JTE11055J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11055J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11055J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aP118.2 =082 04$a418/.0071$223 =100 1\$aNagaraj, TS.,$eauthor. =245 10$aGeneralized Equation for Compression Ratio /$cTS. Nagaraj, RC. Joshi, BR. Srinivasa Murthy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aFor highly compressible normally consolidated saturated soil the compression index, Cc, is not constant over the entire pressure range. However, the ratio of the compression index and the initial specific volume, generally known as the compression ratio, appears to be constant. Thus settlement seems to depend on Cc/(1 + e) rather than Cc alone. Using the theoretical zero air voids line and the generalized compressibility equation for normally consolidated saturated soils, a generalized and simple equation for compression has been derived in the form: C'c = 0.003wL. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPrediction. =650 \0$aLiquid limit. =650 \0$aCompression index. =650 \0$aCompression ratio. =650 \0$aParameter. =650 \0$aLanguage acquisition. =650 \0$aAspect psychologique. =650 14$aCompression ratio. =650 24$aCompression index. =650 24$aGeneralized soil state parameter. =650 24$aLiquid limit. =650 24$aPrediction. =700 1\$aJoshi, RC.,$eauthor. =700 1\$aSrinivasa Murthy, BR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11055J.htm =LDR 02643nab a2200541 i 4500 =001 JTE11046J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11046J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11046J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.16$223 =100 1\$aPolvani, RS.,$eauthor. =245 12$aA Dynamic Microindentation Apparatus for Materials Characterization /$cRS. Polvani, AW. Ruff, EP. Whitenton. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aA microindentation system is described that provides a new approach to dynamic mechanical testing. The indentation is characterized in terms of continuous measurements of applied load and penetration depth. The indentation can be performed over a wide range of loading times from hours to milliseconds. The shape of the loading waveform can also be selected. The deformation energy can be measured and partitioned into elastic, plastic, and anelastic components. The apparatus is also able to perform conventional hardness testing, and may be useful for estimating conventional mechanical properties. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHardness. =650 \0$aImpact strength. =650 \0$aDynamic properties. =650 \0$aIndentation testing. =650 \0$amechanical properties. =650 \0$aMetals$xMechanicalproperties. =650 14$aDynamic properties. =650 24$aHardness. =650 24$aImpact strength. =650 24$aIndentation testing. =650 24$aMechanical properties. =700 1\$aRuff, AW.,$eauthor. =700 1\$aWhitenton, EP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11046J.htm =LDR 02698nab a2200529 i 4500 =001 JTE11054J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11054J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11054J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA355 =082 04$a620.3$223 =100 1\$aWren, GG.,$eauthor. =245 13$aAn Experimental Technique for Determining a Measure of Structural Damping /$cGG. Wren, VK. Kinra. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aAn experimental procedure for the determination of structural damping in a material specimen at low frequencies (<20 Hz) and low strain amplitudes (<10-5) is presented. The experimental apparatus entails a beam specimen supported under free-free boundary conditions and vibrated in first-mode flexural resonance. All experiments were carried out in vacuum at frequencies near 20 Hz, and data were automatically acquired using a system of electronic equipment. A measure of structural damping was obtained by reducing the acquired data using a linearized logarithmic decrement technique. Damping results are presented in the form ? = ? W/W, where ?W is the energy dissipated during each loading cycle and W is the maximum stored energy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aVacuum. =650 \0$aComposite material. =650 \0$aStructural damping. =650 \0$aLogarithmic decrement. =650 \0$aDamping(Mechanics) =650 \0$aNoise control. =650 \0$aVibration. =650 14$aStructural damping. =650 24$aComposite material. =650 24$aLogarithmic decrement. =650 24$aVacuum. =700 1\$aKinra, VK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11054J.htm =LDR 03621nab a2200661 i 4500 =001 JTE11048J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11048J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11048J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC176 =082 04$a530.41$223 =100 1\$aMshana, JS.,$eauthor. =245 10$aOn the Analysis of Thermally Activated Tension-Tension Cyclic Deformation Behavior /$cJS. Mshana, AS. Krausz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aThe application of the transition state theory of rate processes to describe tension-tension cyclic deformation behavior was reviewed, leading to a coherent, unified theory for stress relaxation, creep, and strain and load controlled cyclic deformation. The study showed that over the stress, time, and temperature range where the rate of plastic flow can be approximated with activation over a single energy barrier, strain-controlled cyclic deformation is essentially a stress relaxation process, while creep is related to load-controlled cyclic deformation. The theory described well the deformation behavior of a near-eutectoid, zinc-aluminum alloy. The constitutive parameters determined from the analysis of stress relaxation, creep, and strain and load controlled cyclic loading experimental results were identical, leading to the conclusion that strain and load controlled cyclic deformations were different manifestations of the same basic process, depending on the control condition. Consequently, it was recommended that stress relaxation and creep can be employed to determine the constitutive parameters. By using the theory developed in this report, the cyclic deformation behavior can be predicted. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aRate theory. =650 \0$aCyclic loading. =650 \0$aStress relaxation. =650 \0$aCyclic deformation. =650 \0$aPlastic deformation. =650 \0$aConstitutive equations. =650 \0$aConstitutive parameters. =650 \0$aTransition state theory. =650 \0$aStressrelaxation. =650 \0$aSolids$xMechanical properties. =650 \0$aDislocations. =650 14$aTransition state theory. =650 24$aRate theory. =650 24$aStress relaxation. =650 24$aCreep. =650 24$aCyclic loading. =650 24$aCyclic deformation. =650 24$aConstitutive parameters. =650 24$aConstitutive equations. =650 24$aNear-eutectoid zinc-aluminum alloy. =650 24$aPlastic deformation. =700 1\$aKrausz, AS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11048J.htm =LDR 02259nab a2200541 i 4500 =001 JTE11050J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11050J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11050J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aAbril, ER.,$eauthor. =245 10$aDetermination of Kc and Residual Strength Values for Sheet Materials /$cER. Abril. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aObtaining values of Kc for sheets of high-toughness materials presents difficulties related to the plastic behavior of such materials. These difficulties are also encountered in the determination of the residual strength of cracked sheets. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture testing. =650 \0$aResidual strength. =650 \0$aFracture toughness. =650 \0$aFracture parameters. =650 \0$aThin sheet materials. =650 \0$aFracture mechanics. =650 \0$aStructural dynamics. =650 14$aFracture mechanics. =650 24$aThin sheet materials. =650 24$aFracture toughness. =650 24$aResidual strength. =650 24$aFracture testing. =650 24$aFracture parameters. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11050J.htm =LDR 02205nab a2200493 i 4500 =001 JTE11059J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11059J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11059J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP245.C4 =082 04$a661/.0681$223 =100 1\$aTaylor, LW.,$eauthor. =245 10$aSampling Techniques Applicable to Petroleum Coke /$cLW. Taylor. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe collection of a representative sample is the first step in certifying that a designated lot of petroleum coke meets contract specifications. Sampling a lot of petroleum coke is a very complex procedure and requires the use of proper techniques in order to collect a representative sample. The techniques reviewed here will provide a basic understanding of collecting a representative sample. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSampling. =650 \0$aPetroleum coke. =650 \0$aSampling techniques. =650 \0$aPetroleumcoke. =650 \0$aCarbon. =650 \0$aCarbon-black. =650 14$aPetroleum coke. =650 24$aSampling. =650 24$aSampling techniques. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11059J.htm =LDR 02647nab a2200541 i 4500 =001 JTE11053J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11053J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11053J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.22 =082 04$a620.11233$223 =100 1\$aDing, JL.,$eauthor. =245 12$aA Simple, High Precision Biaxial Extensometer for High Temperature Creep Study /$cJL. Ding, SR. Lee, R. Ortiz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aA biaxial extensometer for high temperature creep study is described. The axial displacement is measured by a linear variable differential transformer, the angular displacement by a rotary variable differential transformer. The possible interference between the axial and angular displacement measurements is minimized by using instrument linear motion ball bushing bearings and case hardened shafts. Examples of applications are given for a constant shear strain rate test and a creep test at 200°C under abrupt changes of stress states performed on a thin-walled tube specimen made of 2618 aluminum alloy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep test. =650 \0$aSensitivity. =650 \0$aBiaxial extensometer. =650 \0$aBrittleness. =650 \0$aFracture mechanics. =650 \0$aMaterials at high temperatures. =650 \0$aMaterials$xCreep. =650 14$aBiaxial extensometer. =650 24$aSensitivity. =650 24$aConstant shear strain rate test. =650 24$aCreep test. =700 1\$aLee, SR.,$eauthor. =700 1\$aOrtiz, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11053J.htm =LDR 02814nab a2200589 i 4500 =001 JTE11049J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11049J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11049J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/126$223 =100 1\$aClayton, JQ.,$eauthor. =245 12$aA Cleavage Precracking Technique for Sheet Steel Fracture Specimens /$cJQ. Clayton, CB. Rogers. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aA technique is described for the preparation of sheet steel fracture specimens containing a cleavage precrack instead of the usual fatigue precrack. Since the cleavage precrack can provide a high level of stress concentration and is free from cyclic-loading damage, such specimens are useful in the investigation of various fracture processes and mechanisms. The production technique involves low-temperature biaxial loading of a specimen blank to produce a cleavage crack extension, then separation of the specimen from the blank by electrical-discharge-machining (EDM). The stresses used to control the cracking are analyzed and discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCleavage. =650 \0$aPrecracking. =650 \0$aBrittle fracture. =650 \0$aFracture testing. =650 \0$aCleavage fracture. =650 \0$aFracture toughness. =650 \0$aFracturemechanics. =650 \0$aSteel$xFracture$xCongresses. =650 \0$aPolymers$xFracture$xCongresses. =650 14$aPrecracking. =650 24$aFracture testing. =650 24$aCleavage. =650 24$aCleavage fracture. =650 24$aBrittle fracture. =650 24$aFracture toughness. =650 24$aLow-temperature (fracture) testing. =700 1\$aRogers, CB.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11049J.htm =LDR 03323nab a2200553 i 4500 =001 JTE10761J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10761J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10761J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE251.5 =082 04$a625.8$223 =100 1\$aMamlouk, MS.,$eauthor. =245 10$aEvaluation of In-Situ Pavement Moduli from Deflection Measurements /$cMS. Mamlouk. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aAt present, there is no direct solution that provides the pavement in-situ layer moduli from deflection measurements. Current methods evaluate the pavement layer moduli from deflection measurements using either empirical approaches or layered elastic computer programs with iterative solutions. In this study mechanistically based typical curves are developed to evaluate the moduli of the pavement layers: surface, base, subbase, and subgrade from surface deflection measurements. The curves are developed using the Chevron N-layer computer program with a large number of typical combinations of layer thicknesses and material moduli. The load is assumed to be uniformly applied on a single circular plate with a 304.8-mm (12-in.) diameter, a typical condition of the falling weight deflectometer and the road rater with a single circular plate. Twenty-four sets of curves are developed representing a wide range of layer thicknesses and deflection basin shapes. Therefore, if the layer thicknesses are known and the surface deflection measurements are determined, the four moduli of the pavement layers can be evaluated. The developed curves are simple to use without the need for previous empirical relationships or computer analysis. The curves developed here are based on static analysis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModulus. =650 \0$aPavements. =650 \0$aDeflection. =650 \0$aNondestructive tests. =650 \0$aStructural evaluation. =650 \0$aDeflection measurements. =650 \0$aPavements$xPerformance. =650 \0$aRoads$xGovernment policy. =650 14$aPavements. =650 24$aDeflection. =650 24$aNondestructive tests. =650 24$aStructural evaluation. =650 24$aModulus. =650 24$aDeflection measurements. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10761J.htm =LDR 02296nab a2200577 i 4500 =001 JTE10762J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10762J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10762J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA1231.B4 =082 04$a615.9/25391$223 =100 1\$aPolvani, RS.,$eauthor. =245 13$aAn Optical Test Method for Measuring Biaxial Deformations /$cRS. Polvani, CP. Reeve, RC. Veale. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aA new and simple method is described for the measurement of biaxial deformation with a resolution of 0.025 ?m (1 ?in.). The basis for this technique is the use of an optical extensometer. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTests. =650 \0$aExtensometers. =650 \0$aInterferometers. =650 \0$aBiaxial deformation. =650 \0$aMechanical properties. =650 \0$aBeryllium. =650 \0$aBeryllium$xToxicology. =650 \0$aBeryllium$xHealth aspects. =650 14$aBeryllium. =650 24$aExtensometers. =650 24$aInterferometers. =650 24$aMechanical properties. =650 24$aTests. =650 24$aBiaxial deformation. =700 1\$aReeve, CP.,$eauthor. =700 1\$aVeale, RC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10762J.htm =LDR 02932nab a2200565 i 4500 =001 JTE10760J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10760J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10760J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD281.P6 =082 04$a620.19204232$223 =100 1\$aSides, A.,$eauthor. =245 12$aA Comprehensive Viscoelasto-Plastic Characterization of Sand-Asphalt Compressive and Tensile Cyclic Loading /$cA. Sides, J. Uzan, M. Perl. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aA comprehensive constitutive law for a sand-asphalt mixture subjected to either compressive or tensile cyclic loading is developed. The elastic, plastic, viscoelastic, and viscoplastic strain components are incorporated into the model as they are found to be simultaneously present during the loading process. The various parameters of the model are extracted from a series of repeated uniaxial creep and creep-recovery experiments performed under either compressive or tensile constant stress. The experiments are conducted at constant temperature and at various stress levels, time periods, and number of cycles. The material law presentation is followed by a parametric study that is intended to illustrate the relative quantitative influence of various parameters on the resilient and residual strain components. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCyclic loads. =650 \0$aSand asphalt. =650 \0$aConstitutive law. =650 \0$aCreep properties. =650 \0$aPlastic properties. =650 \0$aViscoelasticity. =650 \0$aPolymers$xViscosity. =650 14$aViscoelasticity. =650 24$aPlastic properties. =650 24$aCreep properties. =650 24$aCyclic loads. =650 24$aConstitutive law. =650 24$aSand asphalt. =700 1\$aUzan, J.,$eauthor. =700 1\$aPerl, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10760J.htm =LDR 03224nab a2200565 i 4500 =001 JTE10756J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10756J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10756J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE205 =082 04$a625.8/028$223 =100 1\$aLazaridis, NA.,$eauthor. =245 10$aTask Group Report :$bResults of the Interlaboratory Test Program to Determine Percent Shear of Dynamic Tear Test Specimens /$cNA. Lazaridis, TG. Heberling, ES. Harris, EA. Lange, AD. Wilson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aASTM Task Group E24.03.02 on Dynamic Tear Testing evaluated the various procedures used for determining the percent shear fracture surface appearance of dynamic tear (DT) test specimens. The entire gage range of standard DT specimens was investigated. The techniques used ranged from direct visual inspection of the fracture surface to various cleavage area measurement methods using fracture surface photographs. Results based on 35 DT specimens indicated that very consistent and reproducible data can be obtained regardless of the method used. In most cases, either the original or the final specimen cross section can be used as reference, the percent shear results differing by only 5 to 10% between the two areas. Careful visual rating by a trained individual can give results very similar to the more time-consuming methods and is acceptable in most cases. Based on these results a set of recommended procedures was appended to ASTM Test Method for Dynamic Tear Energy of Metallic Materials (E 604) under the title, Determination of Percent Shear Fracture Appearance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTests. =650 \0$aTear tests. =650 \0$aDynamic tests. =650 \0$aShear properties. =650 \0$aDynamictests. =650 \0$aModulus of elasticity. =650 \0$aCohesive soils. =650 14$aDynamic tests. =650 24$aShear properties. =650 24$aTear tests. =650 24$aTests. =700 1\$aHeberling, TG.,$eauthor. =700 1\$aHarris, ES.,$eauthor. =700 1\$aLange, EA.,$eauthor. =700 1\$aWilson, AD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10756J.htm =LDR 02733nab a2200589 i 4500 =001 JTE10754J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10754J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10754J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTT180 =082 04$a684.08$223 =100 1\$aUrbanik, TJ.,$eauthor. =245 10$aDeckboard Bending Theory for Three-Stringer Wood Pallets in Drive-In Racks /$cTJ. Urbanik. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aWood pallets are increasingly being used in drive-in racks and are often positioned for easy access with supports parallel to the outer stringers. The performance of these pallets is governed by the bending behavior of the deckboards as affected by the distribution of the load and the rigidity of the nailed joints. This report gives design formulas for calculating the short-term constant environmental condition bending stiffness and bending strength of three-stringer pallets used in racks. The formulas treat an arbitrary rigidity of the nailed joints and an arbitrary area of the top deck covered by a uniformly distributed, symmetric, and centrally applied load. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRacks. =650 \0$aDesign. =650 \0$aPallets. =650 \0$aWarehouses. =650 \0$aFork trucks. =650 \0$aWood structure. =650 \0$aMaterials handling. =650 \0$aPallets(Shipping, storage, etc) =650 \0$aSalvage (Waste, etc) =650 \0$aWoodwork. =650 14$aPallets. =650 24$aRacks. =650 24$aWarehouses. =650 24$aFork trucks. =650 24$aMaterials handling. =650 24$aDesign. =650 24$aWood structure. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10754J.htm =LDR 03210nab a2200625 i 4500 =001 JTE10764J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10764J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10764J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE432.2 =082 04$a552$223 =100 1\$aHashida, T.,$eauthor. =245 10$aSimple Determination of the Effective Young's Modulus of Rock by the Compliance Method /$cT. Hashida, H. Takahashi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aA simple procedure for the determination of the effective Young's modulus of rock is presented. The method uses the elastic compliance calibration of fracture toughness test specimen geometry. Specimen compliance is measured with various sized three-point bend and compact tension specimens of granite. The experimental results show that the deformation behavior of the granite is significantly nonlinear and the specimen compliance is dependent on the loading level. A sharply notched specimen is successfully used to determine the effective Young's modulus rather than a fatigue precracked one because of the strong effect of fatigue loading on the specimen compliance. The effective Young's modulus evaluated by the compliance method coincides well with the Young's modulus determined from uniaxial tension tests and shows no specimen size or geometry effects. The effect of water environment on the effective Young's modulus is also investigated by this method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCracking. =650 \0$aMicrocracking. =650 \0$aRock fracture. =650 \0$aCompact tension. =650 \0$aThree-point bend. =650 \0$aCompliance method. =650 \0$aRock fracture mechanics. =650 \0$aEffective Young's modulus. =650 \0$aRocks. =650 \0$aMineralogy. =650 14$aRocks. =650 24$aRock fracture. =650 24$aCracking. =650 24$aEffective Young's modulus. =650 24$aCompliance method. =650 24$aRock fracture mechanics. =650 24$aThree-point bend. =650 24$aCompact tension. =650 24$aMicrocracking. =700 1\$aTakahashi, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10764J.htm =LDR 02850nab a2200601 i 4500 =001 JTE10759J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10759J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10759J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aEisele, U.,$eauthor. =245 12$aA Method for the Defined Fatigue Precracking of Round Notched Bars /$cU. Eisele, E. Roos, H. Silcher, C. Zimmermann. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aThis paper is concerned with the method of crack length controlled prefatiguing of notched round tension specimens. Since a direct optical analysis of the crack length in the present specimen is not possible, the change in the specimen stiffness is used to determine the crack depth. For this purpose, the deflection of the specimen is measured by laser technique during prefatiguing under reversed bending stressing. Comparing the measurement data with parameters determined by calculation from the transfer matrix method enables the crack depth to be determined on-line at any time of the prefatiguing process. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCracks. =650 \0$aPrefatiguing. =650 \0$aChange of compliance. =650 \0$aCracking (fracturing) =650 \0$aTransfer matrix method. =650 \0$aFracture mechanics. =650 \0$aStructural dynamics. =650 14$aFracture mechanics. =650 24$aCracks. =650 24$aCracking (fracturing) =650 24$aPrefatiguing. =650 24$aChange of compliance. =650 24$aTransfer matrix method. =650 24$aLaser measurement technique. =650 24$aConcentric fatigue precrack. =700 1\$aRoos, E.,$eauthor. =700 1\$aSilcher, H.,$eauthor. =700 1\$aZimmermann, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10759J.htm =LDR 02930nab a2200553 i 4500 =001 JTE10755J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10755J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10755J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA645 =082 04$a624.1/7$223 =100 1\$aMott, R.,$eauthor. =245 10$aBiaxial Test Method for Characterization of Fabric Materials Used in Permanent Fabric Roof Structures /$cR. Mott, G. Huber, A. Leewood. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAn experimental investigation was conducted to develop a test method and hardware for the purpose of characterizing the material behavior of coated glass fabrics for application in large roof structures. Because of the biaxial nature of stresses in fabric structures, an internally pressurized cylinder specimen was designed for use in a hydraulically actuated (MTS) testing machine. Biaxial cylinder fabrication and appropriate testing procedures were developed. Stress-strain and strength characteristics were determined for various fabric material types and material lots. Biaxial monotonic, step loading, stress rupture, and dynamic fatigue loading conditions were studied. Combined biaxial tensile plus shear loading were assessed by testing cylinders under biaxial and superimposed torsion loading conditions. The strength characteristics of damaged fabric materials were also extensively assessed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRoofs. =650 \0$aFabrics. =650 \0$aStrains. =650 \0$aStresses. =650 \0$aBiaxial stresses. =650 \0$aStrains andstresses. =650 \0$aStructural analysis (Engineering) =650 14$aBiaxial stresses. =650 24$aStresses. =650 24$aStrains. =650 24$aFabrics. =650 24$aRoofs. =700 1\$aHuber, G.,$eauthor. =700 1\$aLeewood, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10755J.htm =LDR 03030nab a2200553 i 4500 =001 JTE10763J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10763J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10763J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96142$223 =100 1\$aBerke, NS.,$eauthor. =245 10$aComparison of the Kesternich Sulfur Dioxide Test with Industrial Atmospheric Corrosion Tests of Zinc-, Aluminum-, and Al-Zn-Coated Steel Sheet /$cNS. Berke, HE. Townsend. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aResults of the Deutsches Institut für Normung (DIN) Kesternich sulfur dioxide test (DIN 50018) are compared with those of long-term industrial atmospheric exposure tests of sheet steels coated with zinc, aluminum, and Al-Zn alloy coatings. According to the Kesternich test results, Al-Zn and zinc coatings provided sacrificial protection to the steel substrate whereas the aluminum coatings did not. Durability was highest for the 55% Al-Zn and aluminum coatings. Qualitatively, these results are in good agreement with those of atmospheric tests. However, durability of 4% Al-Zn and 7% Al-Zn in the Kesternich test was better than two times greater than that provided by zinc coatings. This finding does not agree with the results of long-term atmospheric tests in an industrial environment. These comparisons demonstrate that the Kesternich test provides a useful qualitative ranking of these coatings but should not be relied on to quantitatively predict coating life. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aCoatings. =650 \0$aCorrosion. =650 \0$aAlloy steels. =650 \0$aSulfur dioxide. =650 \0$aSteel. =650 \0$aSteel$xMetallurgy. =650 \0$aSteel$xMetallography. =650 14$aCorrosion. =650 24$aSteels. =650 24$aCoatings. =650 24$aSulfur dioxide. =650 24$aAlloy steels. =700 1\$aTownsend, HE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10763J.htm =LDR 02853nab a2200553 i 4500 =001 JTE10758J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10758J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10758J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96142$223 =100 1\$aPlaut, RL.,$eauthor. =245 10$aAnalysis of Hot Tension Test Data To Obtain Stress-Strain Curves to High Strains /$cRL. Plaut, CM. Sellars. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aHigh strain rate hot tension tests have been carried out on AISI 1020 (Unified Numbering System [UNS] G10200) steel using a Gleeble® testing machine. Tests have been terminated at a series of strains and the specimen geometries measured. From these measurements, local areas, strains, and strain rates are derived and are used to obtain the local true stress-true strain curves. These are corrected for the change in strain rate with strain using an equation of state. The corrected curves are in good agreement with published curves on similar steels determined by compression or torsion testing. Under the present testing conditions, the maximum strain to which correction can be applied is ~ 1.5. This is imposed by the onset of rapid local deformation heating. Up to this strain, no stress correction of the Bridgmann type for necking appears to be necessary. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aStrains. =650 \0$aStresses. =650 \0$aStrain rates. =650 \0$aTension tests. =650 \0$aSteel. =650 \0$aSteel$xMetallurgy. =650 \0$aSteel$xMetallography. =650 14$aTension tests. =650 24$aSteels. =650 24$aStresses. =650 24$aStrains. =650 24$aStrain rates. =700 1\$aSellars, CM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10758J.htm =LDR 02871nab a2200577 i 4500 =001 JTE10757J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10757J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10757J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN690 =082 04$a669/.95$223 =100 1\$aBeynon, JH.,$eauthor. =245 10$aStrain Distribution Patterns During Plane Strain Compression /$cJH. Beynon, CM. Sellars. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aA method is described for the determination of the distribution of strain within a specimen undergoing large finite, nonuniform deformations under plane strain compression. The method has been applied to the hot deformation of an aluminum alloy. Results show that prior strain history has no effect on the strain distribution and that specimens of a larger tool width to specimen thickness ratio provide more homogeneous strain distributions. It is proposed that variations in stress-strain curves observed for different tool width to specimen thickness ratios arise from the inhomogeneity of deformation and that these variations are greater in work-hardening materials. Implications for metallographic studies are drawn. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLead (metal) =650 \0$aLarge deformations. =650 \0$aStress strain diagrams. =650 \0$aTool-specimen geometry. =650 \0$aMetallography. =650 \0$aPhysical metallurgy. =650 \0$aaluminum alloys. =650 14$aStress strain diagrams. =650 24$aAluminum alloys. =650 24$aLead (metal) =650 24$aMetallography. =650 24$aPlane strain compression testing. =650 24$aLarge deformations. =650 24$aTool-specimen geometry. =650 24$aStrain distribution patterns. =700 1\$aSellars, CM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10757J.htm =LDR 02176nab a2200505 i 4500 =001 JTE12628J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12628J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12628J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a624/.1821$223 =100 1\$aSivaganthan, J.,$eauthor. =245 10$aStudy of Steel Weldments Using Electronic Speckle Pattern Interferometry /$cJ. Sivaganthan, AR. Ganesan, BC. Tan, KS. Low, RS. Sirohi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThis paper describes the use of Electronic Speckle Pattern Interferometry (ESPI) in the detection of defects in welded steel plates. Experimental results obtained using this technique are described. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteel weldments. =650 \0$aSteel$xWelding. =650 \0$aFatigue strength. =650 \0$aWeldments. =650 14$aElectronic Speckle Pattern Interferometry (ESPI) =650 24$aSteel weldments. =700 1\$aGanesan, AR.,$eauthor. =700 1\$aTan, BC.,$eauthor. =700 1\$aLow, KS.,$eauthor. =700 1\$aSirohi, RS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12628J.htm =LDR 02683nab a2200409 i 4500 =001 JTE12637J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12637J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12637J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA775 =082 04$a624.1/5$223 =100 1\$aShehata, IH.,$eauthor. =245 10$aStatics and Strength of Materials, Second Edition /$cIH. Shehata. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe second edition of this book, which comes twelve years after the release of the first, mainly targets engineering technology and non-engineering university students with no calculus requirements, as the author states. However, the book may also serve as a reference for courses in materials and materials testing as well as machine and structural design. Two new chapters have been included in this edition: Concurrent Forces in Space (under the Statics branch) and Bolted, Riveted, and Welded Structural Connections (under the Strength of Materials branch). In addition to many changes and improvements throughout all the chapters of the book, this edition contains three new sections: Power Transmission, Flange Couplings (under the chapter named Shear Stresses and Strains; Torsion), and Design of Beams for Strength (under the chapter named Bending and Shearing Stresses in Beams). However, the new chapter Concurrent Forces in Space seems to be very short (it may be described as the five-example and fourteen-problem chapter) and needs to be critically examined. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFoundations$xVibration. =650 \0$aStrength of materials. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12637J.htm =LDR 03578nab a2200601 i 4500 =001 JTE12630J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12630J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12630J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD561 =082 04$a541.372$223 =100 1\$aGreen, HJ.,$eauthor. =245 10$aPhysiologic Challenges Induced by Participation in Ice Hockey-Implications for Training /$cHJ. Green. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aTraining programs for ice hockey players have two fundamental objectives; namely, to optimize performance and to minimize the risk of injury. The design of efficient and successful programs to meet these purposes depends on a careful analysis of the physiological demands of the game and the environment in which it is played. Moreover, if the program is to meet individual needs, the physical and physiological status of the player must be considered. Ice hockey is a demanding sport that involves the recruitment of essentially all of the skeletal muscles of the body in order to perform the diverse skills of the game. These skills are performed over various ranges of movement, at various velocities and loads, and usually involve several large muscles acting synergistically. Moreover the extended nature of the game, performed over three periods, results in numerous repetitions of each task. Collectively, the repeated performance of these tasks impose extreme demands on respiratory, cardiovascular, neural, muscular, metabolic, and thermoregulatory systems of the body. The physiological demands may be further exaggerated given the protective equipment that is worn and the fact that abnormally high temperatures and humidities may be present. Proper preparation can only be realized by exposing the participant to progressive routines designed to systematically challenge each of the physiologic systems in a manner appropriate to game conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFluid. =650 \0$aEnergy. =650 \0$aIce hockey. =650 \0$aEnvironment. =650 \0$aConditioning. =650 \0$aElectrolytes. =650 \0$aNeuromuscular. =650 \0$aStatus of participant. =650 \0$aElectrolytes$xchemistry. =650 \0$aElectrolyte solutions. =650 14$aIce hockey. =650 24$aConditioning. =650 24$aEnvironment. =650 24$aStatus of participant. =650 24$aNeuromuscular. =650 24$aEnergy. =650 24$aFluid. =650 24$aElectrolytes. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12630J.htm =LDR 02517nab a2200565 i 4500 =001 JTE12636J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12636J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12636J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA492.W4 =082 04$a620.1/66$223 =100 1\$aYigang, Z.,$eauthor. =245 12$aA New Restraint for High-Load-Transfer Fastener Fatigue Test /$cZ. Yigang, W. Xueren, Y. Yongan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aA test somewhat different from the MIL-STD-1312 test 21 (Shear Joint Fatigue-Constant Amplitude) was explored by using a new type of restraint. Rivet fasteners of two kinds of materials were tested under constant amplitude fatigue loading. The new restraint facilitated the test program and reduced the bending load more efficiently than the current method. Fatigue behavior of aluminum alloy and high-strength steel with single-lap rivet fastener specimens was investigated under different load levels. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRivet. =650 \0$aJoints. =650 \0$aFatigue. =650 \0$aFastener. =650 \0$aFatigue test. =650 \0$aWelded joints$xTesting. =650 \0$aWelded joints$xFatigue. =650 \0$aFracture mechanics. =650 14$aFatigue. =650 24$aJoints. =650 24$aFastener. =650 24$aFatigue test. =650 24$aRivet. =700 1\$aXueren, W.,$eauthor. =700 1\$aYongan, Y.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12636J.htm =LDR 02928nab a2200517 i 4500 =001 JTE12634J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12634J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12634J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/126$223 =100 1\$aRoebuck, B.,$eauthor. =245 10$aData Acquisition and Analysis of Tensile Properties for Metal Matrix Composites /$cB. Roebuck, JD. Lord, PM. Cooper, LN. McCartney. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aProblems arise when existing standard tension tests are used for the measurement of the properties of metal matrix composites (MMCs), largely because the elastic limits in these materials are low due to intrinsic residual stresses. A new and validated data acquisition and analysis system has been developed to provide reference data for comparison with the results of two U.K. interlaboratory exercises on the tension test method for MMCs. Particular attention is paid to assessing an automatic system for calculating Young's modulus from the input data and using plots of secant or tangent modulus against stress or strain to present information on properties in a clear and succinct manner, and to methods for validating the software. The results of both interlaboratory exercises, on different types of MMCs, showed that the analysis system produced the smallest deviation from the mean. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTension test method. =650 \0$aFracture mechanics. =650 \0$aNumerical analysis. =650 \0$aTension. =650 14$aMetal matrix composites (MMCs) =650 24$aTension test method. =650 24$aYoung's modulus measurement. =650 24$aTangent and secant modulus measurements. =700 1\$aLord, JD.,$eauthor. =700 1\$aCooper, PM.,$eauthor. =700 1\$aMcCartney, LN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12634J.htm =LDR 02073nab a2200481 i 4500 =001 JTE12626J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12626J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12626J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL521.3 =082 04$a629.47$223 =100 1\$aFaucher, B.,$eauthor. =245 10$aCrack Length and J-Integral Expressions for Specimens Loaded in Tension /$cB. Faucher. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aEquations are developed to calculate the J-integral from the area under the load-displacement curve obtained with center-cracked M(T) and double-edge-notched DE(T) tension specimens. Analytical expressions are also derived to calculate the crack length from unloading compliance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompliance. =650 \0$aTension specimens. =650 \0$aJ-integral. =650 \0$aCrack Length. =650 \0$aTension. =650 14$aJ-integral. =650 24$aTension specimens. =650 24$aCompliance. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12626J.htm =LDR 03393nab a2200565 i 4500 =001 JTE12623J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12623J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12623J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a621.48/35$223 =100 1\$aMcKeighan, PC.,$eauthor. =245 10$aOn the Uncertainties Involved in Quantifying the Fracture Toughness of Al-Li-X Alloys /$cPC. McKeighan, BM. Hillberry. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aThe fracture behavior of an extruded Al-2.6Li-0.09Zr alloy in a near peak-aged and over-aged condition was found to be primarily intergranular with formation of non-Mode I, crack-divider delaminations at the crack tip especially in the over-aged temper. This complex, irregular fracture mode results in behavior that cannot be accurately measured using the conventional J- and K-based toughness parameters and testing methods. Other observed fracture characteristics that force reassessment of the traditional testing methodologies include crack length variations, mixed mode fracture from crack deflection, and apparent plasticity. The observed crack length variations through the specimen thickness led to 4 to 8% uncertainty in the K-curve for the specimens used. Furthermore, crack deflection corrections lead to an average 4 to 7% and maximum 15 to 18% apparent toughness increase for the material. The alloy exhibited nonlinear load-displacement behavior during fracture that could be corrected by using a plastic zone size modification. The analyses outlined provide insight into the roles the various mechanisms play in the fracture process of this alloy. However, the conventional toughness measures were inadequate in treating the observed fracture behavior. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDelamination. =650 \0$aCrack deflection. =650 \0$aFracture behavior. =650 \0$aNonlinear fracture. =650 \0$aMixed-mode fracture. =650 \0$aFracture toughness. =650 \0$aNondestructive testing. =650 14$aFracture behavior. =650 24$aFracture toughness. =650 24$aMixed-mode fracture. =650 24$aNonlinear fracture. =650 24$aAl-Li-X alloys. =650 24$aDelamination. =650 24$aCrack deflection. =700 1\$aHillberry, BM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12623J.htm =LDR 02551nab a2200541 i 4500 =001 JTE12633J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12633J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12633J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA407 =082 04$a620.1/123$223 =100 1\$aAlbright, FJ.,$eauthor. =245 10$aPractical Aspects of Dynamic Verification of Extensometers :$bPart II-Actual Examples /$cFJ. Albright, J. Annala. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aVerification and calibration of an extensometer requires operation at multiple points within the desired operating range. Whereas static calibrations observe changes in sensitivity at different levels within the transducer operating range, dynamic calibrations require duplicating that range of test levels for a range of operating frequencies. Additionally, although the static accuracy of an extensometer is relatively independent of the test machine, dynamic accuracy was believed to be quite dependent. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aVerification. =650 \0$aExtensometers. =650 \0$aFrequency response. =650 \0$aDynamic calibration. =650 \0$aStrains and stresses. =650 \0$aPhotoelasticity. =650 \0$aStraingages. =650 14$aDynamic calibration. =650 24$aVerification. =650 24$aExtensometers. =650 24$aComputer assisted data acquisition. =650 24$aFrequency response. =700 1\$aAnnala, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12633J.htm =LDR 02788nab a2200505 i 4500 =001 JTE12635J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12635J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12635J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7872.T6 =082 04$a681/.2$223 =100 1\$aTovey, FM.,$eauthor. =245 10$aMeasurement Uncertainty Analysis of a Transfer Standard Force Calibration System /$cFM. Tovey. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aForce transducer calibration may be performed by means of dead weights or by comparison with a transfer standard. Directly applied dead weights with traceability to the National Institute of Standards and Technology (NIST) are primary force standards. Low-capacity force transducers are generally calibrated by primary standards, but for force transducer calibrations above 1000 lb (453.6 kg), many force transducers are calibrated by means of secondary force standards used as transfer standards. The purpose of this paper is to provide a measurement uncertainty analysis of transfer standard force calibration at one test facility. Significant error sources are identified and quantified. The methodology presented is generally applicable; however, the error evaluations are specific to the measurement process and test equipment used. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aForce transducers. =650 \0$aMeasurement error. =650 \0$aMeasurement uncertainty. =650 \0$aTransducers$vHandbooks, manuals, etc. =650 \0$aForce and energy. =650 \0$aTransducers. =650 14$aForce transducers. =650 24$aMeasurement uncertainty. =650 24$aForce transducer calibration. =650 24$aMeasurement error. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12635J.htm =LDR 02500nab a2200553 i 4500 =001 JTE12632J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12632J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12632J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA407 =082 04$a620.1/123$223 =100 1\$aAlbright, FJ.,$eauthor. =245 10$aPractical Aspects of Dynamic Verification of Extensometers :$bPart I-The Concepts /$cFJ. Albright, J. Annala. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aMaterial property studies frequently require the measurement of load and strain. Accurate measurement of both parameters is essential. Methods for accurate static calibration and verification of load transducers and extensometers are well established. More recently, standard practices have been developed for the dynamic calibration of load transducers. Still in its infancy is a standard method for dynamic verification of extensometers. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aVerification. =650 \0$aExtensometers. =650 \0$aFrequency response. =650 \0$aStrain measurement. =650 \0$aDynamic calibration. =650 \0$aStrains and stresses. =650 \0$aPhotoelasticity. =650 \0$aStraingages. =650 14$aDynamic calibration. =650 24$aVerification. =650 24$aExtensometers. =650 24$aFrequency response. =650 24$aStrain measurement. =700 1\$aAnnala, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12632J.htm =LDR 03901nab a2200565 i 4500 =001 JTE12629J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12629J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12629J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1912 =082 04$a629.2482$223 =100 1\$aChangizi, K.,$eauthor. =245 12$aA Computer Method of Analysis for Tire Wear Characterization, Identification, and Classification /$cK. Changizi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA tire's rib profile before and after use can be determined by using two sets of measurements. These measurements are the tire runout values taken along the ribs before and after use. Superimposing these values over a circle with a predetermined constant radius that depends on the overall unloaded diameter of the tire as well as the maximum peak-to-peak runout value of the rib will result in the tire's rib profile. The difference of areas bounded between the rib's profile and the specified circle, before and after use, is a quantitative measure of tire wear along the rib. Therefore, it is the primary objective of this paper to outline a computer method of analysis, not only to generate the tire's rib profile before and after use, but also to provide a quantitative measure of rubber loss around the circumference of each tire rib. The significance of generating the profile is the ability to observe and locate the highest and lowest points of the tire along the rib and to inspect a tire for defects. This can be especially important for the tire manufacturers at their line of production. Among other important characteristics of this proposed method is the potential for predicting the wear nature of a tire rib, after use, by quantifying the loss of the rubber along the rib and by the process of decomposing each rib's profile into the sum of sinusoids with appropriate amplitudes and phase angles. This process of decomposition, which is commonly known as Fourier Analysis, can identify the harmonics with highest contributions to the shape of the profile. Harmonics with highest contributions play an important role in shaping the profile. Two tires with similar or close harmonic contents in their rib's profile, after use, can be classified as tires with identical wear pattern. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFourier analysis. =650 \0$aTire rib profile. =650 \0$aTire rubber loss. =650 \0$aTire runout measurements. =650 \0$aTire wear classification. =650 \0$aTire Testing. =650 \0$aTire Design. =650 \0$aTire Mechanics. =650 \0$aTire Failure. =650 \0$aTire Wear. =650 14$aTire wear classification. =650 24$aTire runout measurements. =650 24$aFourier analysis. =650 24$aTire rib profile. =650 24$aTire rubber loss. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12629J.htm =LDR 02862nab a2200577 i 4500 =001 JTE12627J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12627J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12627J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418 =082 04$a621.48/33$223 =100 1\$aSchmitt, FC.,$eauthor. =245 10$aControlling, Data Acquisition, and Data Processing for Axial and Shear Creep Tests Using a Computer /$cFC. Schmitt, JM. Matthews. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThe objective of this paper is to provide an inexpensive way of conducting uniaxial creep and shear creep tests, data acquisition, and data processing using a computer. A microcomputer, a math coprocessor, and a graphics laser jet printer were used. A multi-function analog-digital-input-output expansion board increased the computer capacity enabling better precision, data acquisition, and signal analysis. A load cell was used to measure the loads while two linear variable differential transducers (LVDT) were used to monitor the deformations. A signal conditioning unit was used to excite the load cell and LVDTs and to transform the voltage output of the two digital analog channels into electric currents. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep test. =650 \0$aData processing. =650 \0$aComputer control. =650 \0$aData acquisition. =650 \0$aRepeated load test. =650 \0$aCreeptests. =650 \0$aShearstress. =650 \0$aMaterials$xCreep$xTesting. =650 \0$aMetals$xCreep$xTesting. =650 \0$aFinite element method. =650 14$aComputer control. =650 24$aData acquisition. =650 24$aData processing. =650 24$aCreep test. =650 24$aRepeated load test. =700 1\$aMatthews, JM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12627J.htm =LDR 02455nab a2200529 i 4500 =001 JTE12624J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12624J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12624J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a621.48/35$223 =100 1\$aSharpe, WN.,$eauthor. =245 10$aDynamic Fracture Toughness Measurements on Small Charpy Specimens—A Preliminary Study /$cWN. Sharpe, W. Böhme. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aA technique for measuring dynamic fracture toughness on small specimens is described and preliminary data are presented. Dynamic crack tip opening displacements (CTODs) are measured with laser interferometry over times as short as 10 ?s. The measured displacement is converted to stress intensity values via the equations of linear elastic fracture mechanics and the peak value obtained is taken as the dynamic fracture toughness. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCharpy tests. =650 \0$aInterferometry. =650 \0$aSmall specimens. =650 \0$aFracture toughness. =650 \0$aFracture mechanics. =650 14$aDynamic fracture toughness. =650 24$aInterferometry. =650 24$aSmall specimens. =650 24$aCrack tip opening displacement (CTOD) =650 24$aFracture mechanics. =650 24$aCharpy tests. =700 1\$aBöhme, W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12624J.htm =LDR 02758nab a2200577 i 4500 =001 JTE12625J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12625J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12625J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHV581 =082 04$a362.29/8/0973$223 =100 1\$aBhattacharya, S.,$eauthor. =245 10$aR-Curve Generation and CTOD Evaluation Considering Maximum Crack Growth Size and Parabolic Crack Front /$cS. Bhattacharya, AN. Kumar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThe standard methods of estimating the average size of the slow crack growth region as described in BS 5762 (Crack Opening Displacement (COD)) and ASTM E 1290 (Test Method for Crack-Tip Opening Displacement (CTOD) Fracture Toughness Measurement) are cumbersome, painstaking, time consuming, and dependent on several factors; e.g., section thickness, the nature of crack front profile, and the number of measurements. Often errors are introduced in determining the average crack size which in turn affect the determination of critical CTOD value. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aR-curve. =650 \0$aArea measurement. =650 \0$aSeven point measurement. =650 \0$aAverage crack growth size. =650 \0$aMaximum crack growth size. =650 \0$aCrack growth analysis. =650 \0$aCrack(Drug) =650 \0$aDrug control. =650 \0$aDrugs and mass media. =650 14$aAverage crack growth size. =650 24$aMaximum crack growth size. =650 24$aSeven point measurement. =650 24$aArea measurement. =650 24$aCrack-tip opening displacement (CTOD) =650 24$aR-curve. =700 1\$aKumar, AN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12625J.htm =LDR 01638nab a2200397 i 4500 =001 JTE12631J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12631J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12631J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA413.5 =082 04$a624.1/76028/7$223 =100 1\$aPerlov, A.,$eauthor. =245 10$aIntroduction to Workshop on Accuracy of Load and Strain Measurement of Testing Machines /$cA. Perlov. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aElectric resistance$xMeasurement. =650 \0$aStrain gages. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12631J.htm =LDR 03109nab a2200613 i 4500 =001 JTE11623J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11623J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11623J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.E9 =082 04$a690$223 =100 1\$aPolensek, A.,$eauthor. =245 10$aEffects of Testing Variables on Damping and Stiffness of Nailed Wood-to-Sheathing Joints /$cA. Polensek. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aSpecifications for experimental evaluation of nail-joint properties under dynamic and pseudodynamic loading are lacking. Because testing conditions affect joint properties, nailed joints between wood and plywood and between wood and gypsum wallboard were tested to determine the effect of the following factors on experimental damping and stiffness: specimen assembly technique, magnitude and rate of loading, and assumption of linear behavior in evaluating slip work. Nailing techniques controlled friction between contact surfaces, which in turn controlled damping and stiffness. Increasing loading rate increased damping and stiffness, but increasing load magnitude diminished both properties. Damping ratios were significantly lower when evaluation of equivalent viscous damping was based on linear, rather than nonlinear, behavior. Standard testing techniques are needed to achieve uniformity in dynamic testing of mechanically connected joints between structural wood materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLumber. =650 \0$aDamping. =650 \0$aSheathing. =650 \0$aStiffness. =650 \0$aHysteresis. =650 \0$aLoading rate. =650 \0$aNailed joints. =650 \0$aCyclic loading. =650 \0$aDynamic testing. =650 \0$aJoints (Engineering) =650 14$aDynamic testing. =650 24$aCyclic loading. =650 24$aHysteresis. =650 24$aLoading rate. =650 24$aDamping. =650 24$aStiffness. =650 24$aNailed joints. =650 24$aLumber. =650 24$aSheathing. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11623J.htm =LDR 02505nab a2200565 i 4500 =001 JTE11626J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11626J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11626J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1892 =082 04$a547.8426$223 =100 1\$aUnderwood, JH.,$eauthor. =245 10$aComparison of Compliance Results for the Wedge-Loaded Compact Specimen /$cJH. Underwood, JC. Newman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aResults of the ratio of stress intensity factor to crack-mouth displacement as a function of crack length are presented for the wedge-loaded compact specimen. Comparisons are made between experimental compliance results, numerical results from collocation methods, and deep-crack limit-solution results. Applications are for crack-arrest and stress-corrosion-cracking tests for metals and other materials under predominantly linear elastic conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompliance. =650 \0$aWedge load. =650 \0$aCrack arrest. =650 \0$aCompact specimen. =650 \0$aDeep-crack limit. =650 \0$aStress intensity factor. =650 \0$aElasticity. =650 \0$aRubber. =650 14$aCompliance. =650 24$aStress intensity factor. =650 24$aWedge load. =650 24$aCrack arrest. =650 24$aCompact specimen. =650 24$aDeep-crack limit. =700 1\$aNewman, JC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11626J.htm =LDR 03351nab a2200565 i 4500 =001 JTE11618J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11618J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11618J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aHerrera, R.,$eauthor. =245 12$aA Direct J-R Curve Analysis of Fracture Toughness Tests /$cR. Herrera, JD. Landes. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (23 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aA method is proposed to evaluate fracture toughness in a J-R curve format directly from load displacement records without the need for automatic crack length measurement devices. This method uses the calibration curve in which the flow properties of a material for a stationary crack provide the relationships between load, displacement, and crack length. Crack growth is then evaluated by comparing load and displacement pairs for the growing crack case with this stationary crack curve. This is similar to the approach in which a common "key curve" was used to determine crack length; however, in this case, individual calibration curves are developed for each specimen. The calibration curve is described by separate elastic and plastic components of displacement. The relationship between load and elastic displacement is described by a compliance function and between load and plastic displacement by a power term with constant coefficient and exponent. Three methods are suggested for evaluating the power term exponent and coefficient. The first assumes that the exponent coming from a fit of the true-stress true-strain tensile test results can be used, the second determines all information directly from the test record, and a third does the same but uses a plastic zone adjustment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aKey curve. =650 \0$aJ-integral. =650 \0$aDirect method. =650 \0$aFracture toughness. =650 \0$aJ-resistance testing. =650 \0$aElastic-plastic fracture. =650 \0$aFracture mechanics. =650 14$aElastic-plastic fracture. =650 24$aJ-integral. =650 24$aFracture toughness. =650 24$aJ-resistance testing. =650 24$aKey curve. =650 24$aDirect method. =650 24$aA508 steel. =700 1\$aLandes, JD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11618J.htm =LDR 02541nab a2200481 i 4500 =001 JTE11620J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11620J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11620J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.T46 =082 04$a721/.0449$223 =100 1\$aDowling, NE.,$eauthor. =245 10$aX-Ray Residual Stress Measurements in Notched Test Specimens /$cNE. Dowling, RW. Hendricks, K. Ranganathan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aX-ray residual stress measurements were made in notched test specimens of 7475-T651 aluminum and annealed Ti-6Al-4V in a configuration designed to simulate fatigue testing in a tensile testing machine. An automated and portable X-ray stress analysis system with a position-sensitive proportional counter was used for making the measurements. Sources of error in the measurements resulted from counting statistics, grain size, and preferred orientation in the specimen, and the radius of curvature of the notch. The feasibility of in situ residual stress measurements during brief pauses in fatigue testing is demonstrated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNotched test specimens. =650 \0$aTensile testing machine. =650 \0$aTensile architecture. =650 14$aX-ray residual stress measurements. =650 24$aNotched test specimens. =650 24$aTensile testing machine. =700 1\$aHendricks, RW.,$eauthor. =700 1\$aRanganathan, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11620J.htm =LDR 03141nab a2200625 i 4500 =001 JTE11619J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11619J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11619J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aBashu, SA.,$eauthor. =245 10$aEvaluation of Creep Rupture Behavior of 1Cr-1Mo-0.25V Steel with 0.04 wt% Sn /$cSA. Bashu, K. Singh, KM. Chowdary. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aResults of creep rupture testing of a commercial quality 1Cr-1Mo-0.25V steel forging with 0.04 wt% Sn at 500, 550, and 600°C over a range of stresses for periods varying from about 4600 to 27 000 h have been reported. Rupture lives were found to be higher and rupture ductilities to be lower than data available in the literature for a similar steel. Auger electron spectroscopic analysis of specimens creep tested at 500 and 550°C for 25 692 h and 27 203 h, respectively, revealed no perceptible segregation of Sn to grain boundaries. Thus Sn (0.04 wt%) does not appear to be responsible for the lower rupture ductilities observed in this investigation. Selected area electron diffraction of carbides extracted by carbon extraction replicas from interrupted creep specimens, currently in progress, may possibly explain the observed anomalies in the creep behavior. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aForging. =650 \0$aCarbides. =650 \0$aCreep fracture. =650 \0$aRupture ductility. =650 \0$aX-ray diffraction. =650 \0$aLong-term creep behavior. =650 \0$aFractographic examination. =650 \0$aFracture mechanics. =650 14$a1Cr-1Mo-0.25V steel. =650 24$aForging. =650 24$aLong-term creep behavior. =650 24$aX-ray diffraction. =650 24$aCarbides. =650 24$aTin. =650 24$aAuger electron spectroscopy. =650 24$aRupture ductility. =650 24$aCreep fracture. =650 24$aFractographic examination. =700 1\$aSingh, K.,$eauthor. =700 1\$aChowdary, KM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11619J.htm =LDR 02451nab a2200493 i 4500 =001 JTE11627J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11627J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11627J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN295 =082 04$a622/.8$223 =245 00$aChanges in AISC Specification for High-Strength Steel Bolt Use. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSignificant changes in the erection of structural steel for buildings and bridges, especially in steel-to-steel connections, are resulting from major revisions to AISC (American Institute of Steel Construction) Specification for Structural Joints Using ASTM A325 or A490 Bolts. The changes are altering decades-long practices in using these high-strength steel bolts. This article covers the key changes in installation, tensioning, tension calibrating devices and methods, inspections, storage and handling, painting, burr removal, and other factors. This note is of concern to all who use steel bolts or erect structural steel. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSnug tight. =650 \0$aSteel bolts. =650 \0$aStructural steel. =650 \0$aAISC specification. =650 \0$aSteel alloys$xCorrosion. =650 14$aAISC specification. =650 24$aSteel bolts. =650 24$aStructural steel. =650 24$aASTM A325 and A490. =650 24$aSnug tight. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11627J.htm =LDR 02246nab a2200541 i 4500 =001 JTE11624J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11624J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11624J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE1 =082 04$a625.794$223 =100 1\$aJain, JP.,$eauthor. =245 10$aAdditives for Bitumen in Road Construction /$cJP. Jain, AK. Gupta, SK. Khanna, SS. Jain. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aIn India most all-weather roads have bituminous surfaces. Properties of bitumen depend upon its source and manufacturing process. Bituminous surfaces sometimes fail prematurely, however, the most common causes are the effect of water and variation in temperature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBitumen. =650 \0$aAdditives. =650 \0$aRoad construction. =650 \0$aBituminous surfaces. =650 \0$aBituminous materials. =650 \0$aSurface sealers. =650 14$aBitumen. =650 24$aBituminous surfaces. =650 24$aRoad construction. =650 24$aAdditives. =700 1\$aGupta, AK.,$eauthor. =700 1\$aKhanna, SK.,$eauthor. =700 1\$aJain, SS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11624J.htm =LDR 02656nab a2200541 i 4500 =001 JTE11621J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11621J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11621J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP490 =082 04$a621.56$223 =100 1\$aMakinde, A.,$eauthor. =245 10$aStrain-Hardening Characteristics of Aluminum-1050A, ?-(70/30) Brass, and Austenitic Stainless Steel under Biaxial Loading /$cA. Makinde, G. Ferron. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aThe biaxial strain-hardening behaviors of aluminum, ?-brass, and austenitic stainless steel are characterized in plane and equibiaxial deformation paths using a novel low-cost biaxial device. These tests are complemented by conventional uniaxial tensile tests and by complex strain path studies consisting of uniaxial tension after biaxial pre-strain. The experimental results are analyzed and compared using two criteria of plasticity: von Mises and Hill. It is shown that different stress-strain curves obtained under different strain paths could not be correlated with the phenomenological yield criteria. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAluminum. =650 \0$aBiaxial tests. =650 \0$aBiaxial device. =650 \0$aStrain hardening. =650 \0$aCruciform specimen. =650 14$aBiaxial tests. =650 24$aBiaxial device. =650 24$aCruciform specimen. =650 24$aStrain hardening. =650 24$aAluminum. =650 24$a?-(70/30) brass. =650 24$aAustenitic stainless steel. =700 1\$aFerron, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11621J.htm =LDR 02571nab a2200493 i 4500 =001 JTE11622J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11622J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11622J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aFoss, SK.,$eauthor. =245 10$aEvaluation Procedure for Low Cycle Fatigue Data /$cSK. Foss. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aAn evaluation procedure for low cycle fatigue data is described that uses engineering judgement as a primary evaluation tool, coupled with a computer and statistics. The procedure is suitable for micro or main-frame computers and can be used by technical personnel. Advantages of this procedure are speed, ease of use, and the ability to maintain automatically the integrity of all necessary equations and yield fatigue properties that can be employed in actual life predictions. The mathematical model used within the procedure is an extension of the S-log N curve and accounts for plastic strain which causes fatigue damage. This model, however, applies only to wrought metals, where internal defects do not govern fatigue life. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLow cycle fatigue. =650 \0$aFatigue properties. =650 \0$aEngineering judgement. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aEngineering judgement. =650 24$aLow cycle fatigue. =650 24$aFatigue properties. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11622J.htm =LDR 02077nab a2200469 i 4500 =001 JTE11625J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1988\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11625J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11625J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/126$223 =100 1\$aFett, T.,$eauthor. =245 10$aIndirect Measurements of Compliances in Four-Point-Bending Tests /$cT. Fett, E. Diegele. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1988. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aCompliance measurements are often necessary in fracture mechanical investigations. In high temperature bending tests the displacements are hardly accessible at the points of load application. An indirect method is proved by finite-element calculations and experimental displacement measurements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompliance. =650 \0$aBending test. =650 \0$aFracture mechanics. =650 14$aFracture mechanics. =650 24$aCompliance. =650 24$aBending test. =700 1\$aDiegele, E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 16, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1988$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11625J.htm =LDR 02471nab a2200505 i 4500 =001 JTE10340J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10340J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10340J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTX531 =082 04$a363.19/26$223 =100 1\$aBeckers, HJ.,$eauthor. =245 10$aReference Samples for the Evaluation of Salmonella Isolation Methods /$cHJ. Beckers. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aReference samples consist of gelatin capsules containing 0.2 g of spray-dried milk inoculated with Salmonella. These reference samples enable each laboratory to test individually the performance of Salmonella isolation methods and to study the effects of foods and its competitive flora on the isolation of Salmonella. The reference samples have also been found useful in collaborative studies testing the reproducibility of methods. It is recommended to evaluate the performance of Salmonella isolation methods with reference samples. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aReference samples. =650 \0$aSalmonella isolation. =650 \0$aFood microbiology. =650 \0$aFood$xSafety measures. =650 \0$aEvaluation of methods. =650 14$aFood microbiology. =650 24$aLaboratory quality assurance. =650 24$aSalmonella isolation. =650 24$aReference samples. =650 24$aEvaluation of methods. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10340J.htm =LDR 02927nab a2200577 i 4500 =001 JTE10334J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10334J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10334J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTG360 =082 04$a624/.1821$223 =100 1\$aBassim, MN.,$eauthor. =245 10$aInvestigation of Dynamic JId for Alloy Steel Weldments Using the Split Hopkinson Bar /$cMN. Bassim, MR. Bayoumi, TR. Hsu, JR. Matthews. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThe fracture toughness parameter JId, under dynamic loading conditions, was determined for weldments of HY80 and QT28 alloy steels using a split Hopkinson bar technique. JId was obtained for the fusion zone, the heat-affected zone, and the base metal for these steels as a function of temperature in the range of -80 to 25°C and at loading rates of ?K = 106 MPa?m s-1. Wedge loaded compact tension specimens were loaded in a split Hopkinson bar. The onset of stable crack growth was determined by using a strain gage that was attached ahead of a fatigue crack. The results show that, at -80°C, fracture with limited stable crack growth takes place, while for all other testing conditions considerable ductility precedes fracture of these alloys. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTemperature. =650 \0$aLoading rates. =650 \0$aSplit Hopkinson bar. =650 \0$aAlloy steel weldments. =650 \0$aWeldments. =650 \0$aAlloy steel. =650 \0$aSteel$xWelding. =650 14$aDynamic fracture toughness. =650 24$aLoading rates. =650 24$aTemperature. =650 24$aSplit Hopkinson bar. =650 24$aAlloy steel weldments. =650 24$aWedge loaded compact tension specimen. =700 1\$aBayoumi, MR.,$eauthor. =700 1\$aHsu, TR.,$eauthor. =700 1\$aMatthews, JR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10334J.htm =LDR 03120nab a2200553 i 4500 =001 JTE10336J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10336J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10336J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE471.2 =082 04$a551.3/5$223 =100 1\$aRinehart, EJ.,$eauthor. =245 10$aIn Situ Dynamic Estimates of the Equation of State for Alluvium for Intermediate Pressures and High Rates /$cEJ. Rinehart. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aPredictions of ground motion and stresses generated by high explosive events are only as good as the constitutive relationships used. Data for stress states in excess of 5 MPa (50 bar) that are reached with strain rates above 102 s-1 are very limited, especially for in situ materials. Three planar and one spherical in situ tests were fired in an attempt to obtain a direct estimation of the constitutive relationships for stresses up to 1 GPa at rapid loading rates. Reduction of the data by inverting the equations of motion in conjunction with the data directly has shown that there is an approximate doubling of the loading constrained modulus when rise times are shorter than 1 ms and stresses are in excess of 30 MPa (0.3 kbar). For the spherical case, peak stresses arrive earlier than peak strains at the higher loading rates. This appears to indicate a severe strength reduction at peak stress. The apparent modulus increase could be due to high shear strengths upon initial loading which become degraded after peak stress passage. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIn situ testing. =650 \0$aStress estimates. =650 \0$aSpherical testing. =650 \0$aEmpirical velocity. =650 \0$aAlluvium. =650 \0$aSedimentation and deposition. =650 \0$aRate effects. =650 14$aIn situ testing. =650 24$aRate effects. =650 24$aAlluvium. =650 24$aEquation of state for alluvium. =650 24$aSpherical testing. =650 24$aEmpirical velocity. =650 24$aStress estimates. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10336J.htm =LDR 02484nab a2200517 i 4500 =001 JTE10339J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10339J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10339J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1712 =082 04$a633.54$223 =100 1\$aStobart, RH.,$eauthor. =245 10$aEffect of Fiber Loss by Carding on Average Fiber Diameter of Core Samples of Grease Wool /$cRH. Stobart, EJ. Morrison. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aSixty wool samples were obtained from a commercial testing laboratory to study the effects of fiber loss by carding on the average fiber diameter measurements of 12.7 mm core samples. No difference (P > 0.05) was found between operators or between carded and uncarded paired samples. The commercial laboratory had smaller (P < 0.05) coefficients of variation than the University of Wyoming Wool Measurement Laboratory. The correlation between fiber diameter and card fallout was 0.899, but did not change the mean fiber diameter of any samples. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCarding. =650 \0$aGrease wool. =650 \0$aStandard test. =650 \0$aFiber diameter. =650 \0$aJute fiber$xDesign. =650 \0$aCarding-machines$xDesign. =650 14$aFiber diameter. =650 24$aGrease wool. =650 24$aCarding. =650 24$aStandard test. =700 1\$aMorrison, EJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10339J.htm =LDR 02304nab a2200505 i 4500 =001 JTE10338J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10338J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10338J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aPR105 =082 04$a920.04$223 =100 1\$aCampbell, DE.,$eauthor. =245 10$aBibliography on Clean Glass :$bSupplement I /$cDE. Campbell, PB. Adams. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b162 =520 3\$aThis bibliography supplements an earlier bibliography on clean glass(Journal of testing and Evaluation, Volume 5, No. 1, Jan. 1977, pp. 53-57) by extending coverage of the literature from 1973 through 1984. Coupled with the recommendations included in ASTM Practice for Designing a Process for Cleaning Technical Glasses (C912), the list of references, organized into five categories for ready access, should provide a useful up-to-date base for rationally designing a cleaning process. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGlass. =650 \0$aSurface. =650 \0$aBibliography. =650 \0$aContaminants. =650 \0$aCleaning. =650 14$aGlass. =650 24$aCleaning. =650 24$aContaminants. =650 24$aSurface. =700 1\$aAdams, PB.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10338J.htm =LDR 02518nab a2200517 i 4500 =001 JTE10337J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10337J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10337J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRG628.3.U58 =082 04$a618.3207543$223 =100 1\$aJohnson, GC.,$eauthor. =245 13$aAn Ultrasonic Method for Determining Axial Stress in Bolts /$cGC. Johnson, AC. Holt, B. Cunningham. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aAn ultrasonic technique for determining the axial stress within a bolt was developed and experimentally verified. The technique uses time-of-flight measurements of both shear and longitudinal waves propagating along the axis of a bolt along with the material parameters to calculate the stress acting on the bolt. One significant advantage of the technique is that an independent measurement of neither the original nor present length is required. Experimental results suggest that the method may be usable for fasteners which have experienced a small amount of plastic deformation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStress. =650 \0$aNondestructive evaluation. =650 \0$aUltrasonic. =650 \0$aUltrasonography, Prenatal. =650 \0$aBolts. =650 14$aUltrasonic. =650 24$aBolts. =650 24$aNondestructive evaluation. =650 24$aStress. =700 1\$aHolt, AC.,$eauthor. =700 1\$aCunningham, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10337J.htm =LDR 02363nab a2200541 i 4500 =001 JTE10341J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10341J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10341J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.A1 =082 04$a624.1/51362/0287$223 =100 1\$aDobeš, F.,$eauthor. =245 10$aModified Lever System for Constant-Stress Compressive Creep Machine /$cF. Dobeš, O. Zverina, J. Cadek. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aA simple mechanical system for keeping constant applied stress during the course of a creep test is proposed. The system uses the forced movement of load and is especially suitable for compressive creep testing. Verification in practical implementation has shown that the tolerance in the stress constancy is better than ±1.5% up to a strain of 30%. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep test. =650 \0$aLever system. =650 \0$aCompressive loading. =650 \0$aCreep. =650 \0$aConstant stress. =650 \0$aUniaxial compression. =650 14$aCreep test. =650 24$aConstant stress. =650 24$aCompressive loading. =650 24$aUniaxial compression. =650 24$aLever system. =700 1\$aZverina, O.,$eauthor. =700 1\$aCadek, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10341J.htm =LDR 02844nab a2200577 i 4500 =001 JTE10335J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10335J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10335J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA1 =082 04$a004$223 =100 1\$aYokoyama, T.,$eauthor. =245 12$aA Microcomputer-Based System for the High-Speed Compression Test by the Split Hopkinson Pressure Bar Technique /$cT. Yokoyama, K. Kishida. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aA microcomputer-based system has been developed for the high-speed compression test by the split Hopkinson pressure bar technique. The present test system enables one to obtain reliable dynamic stress-strain data for materials for a very short period. The range of strain rates achieved by the test system is approximately 102 to 2 x 103 s-1 depending on the strength of the material and the impact velocity of a striker bar. The accuracy of the entire test system is checked directly by comparing the static and dynamic test results for a strain-rate insensitive material. Test results are presented for tough pitch copper and two aluminum alloys. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInterfacing. =650 \0$aMaterials testing. =650 \0$aHigh strain-rate tests. =650 \0$aData-acquisition control. =650 \0$aMicrocomputer. =650 \0$aMicrocomputer workstations. =650 \0$aData processing. =650 14$aHigh-speed compression test. =650 24$aSplit Hopkinson pressure bar. =650 24$aHigh strain-rate tests. =650 24$aMaterials testing. =650 24$aMicrocomputer. =650 24$aData processing. =650 24$aData-acquisition control. =650 24$aInterfacing. =700 1\$aKishida, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10335J.htm =LDR 02518nab a2200517 i 4500 =001 JTE11756J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11756J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11756J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD798 =082 04$a668.4/192$223 =100 1\$aSingh, SP.,$eauthor. =245 10$aEffect of Internal Gas Pressure on the Compression Strength of Beverage Cans and Plastic Bottles /$cSP. Singh, G. Burgess. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThis study investigated the compression strength of various sized polyethylene terephthalate (PET) bottles and steel and aluminum two-piece cans.Compression tests were performed on both empty and filled containers under pressure.A stress analysis is developed to provide a simple prediction formula.The predictions are shown to be in fair agreement with actual values obtained from the compression tests.The results show that internal pressure can increase the compression strength of a beverage package by as much as three times.Erratum to this paper appears in 21(4) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBottles. =650 \0$aCarbonation. =650 \0$aInternal pressure. =650 \0$aCompression strength. =650 \0$aPlastic bottles$xRecycling. =650 14$aCompression strength. =650 24$aInternal pressure. =650 24$aCarbonation. =650 24$aCans. =650 24$aBottles. =700 1\$aBurgess, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11756J.htm =LDR 02096nab a2200553 i 4500 =001 JTE11758J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11758J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11758J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aML651 =082 04$a786.4/19309$223 =100 1\$aGoodway, M.,$eauthor. =245 10$aDiscussion on "Characterization of Early and Modern Wire for an Italian Harpsichord" by J. H. Underwood et al. /$cM. Goodway. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHardness. =650 \0$aBrass wire. =650 \0$aHarpsichord. =650 \0$aTensile strength. =650 \0$aTabor relationship. =650 \0$aKnoop hardness method. =650 \0$aVickers hardness method. =650 \0$aHarpsichord$xPerformance$xHistory. =650 14$aBrass wire. =650 24$aHardness. =650 24$aHarpsichord. =650 24$aTensile strength. =650 24$aTabor relationship. =650 24$aKnoop hardness method. =650 24$aVickers hardness method. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11758J.htm =LDR 02975nab a2200553 i 4500 =001 JTE11753J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11753J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11753J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN853 =082 04$a625.8/5$223 =100 1\$aNewtson, CM.,$eauthor. =245 10$aFlow and Stability Limits for Six-Inch-Diameter Marshall Specimens /$cCM. Newtson, JP. Turner, RJ. Schmidt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aFinite element analyses were conducted to determine appropriate specifications for limits on flow and stability of 6-in. (152.4-mm) diameter specimens in the Marshall procedure for mix design of bituminous concrete. Loads and deformations on 6-in.-diameter specimens were determined that result in a state of stress similar to that in 4-in. (101.6-mm) diameter specimens at initiation of yield. From these results, dimensionless scaling factors were determined by which stability and flow specifications for 4-in.-diameter specimens can be multiplied to determine appropriate limits for 6-in.-diameter specimens. These analyses provide a more rational basis for evaluation of stresses and deformations that occur in the Marshall test than has been provided previously. The results yielded scaling factors of 1.50 for flow and 2.25 for stability, which verify the results of experimental results reported in the literature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStability. =650 \0$aBituminous concrete. =650 \0$aFinite element analysis. =650 \0$aMarshall test. =650 \0$aMix design. =650 14$aMarshall Test. =650 24$aFlow. =650 24$aStability. =650 24$aBituminous concrete. =650 24$aFinite element analysis. =650 24$aLarge-stone bituminous concrete. =650 24$aMix design. =700 1\$aTurner, JP.,$eauthor. =700 1\$aSchmidt, RJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11753J.htm =LDR 02565nab a2200553 i 4500 =001 JTE11751J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11751J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11751J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aBagheri, R.,$eauthor. =245 10$aFatigue and Corrosion Fatigue of Beryllium-Copper Spring Materials /$cR. Bagheri, GA. Miller. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aFine gage, 0.006-in. (0.15-mm) thick, beryllium-copper (Be-Cu) spring materials with tensile strength in the range of 70 to 145 ksi (482 to 999 MPa) were subjected to cyclic loading in air and salt water environments. Plain and notched (center hole) "hour glass" specimens were subjected to sinusoidal loading with R = (minimum maximum) stress = 0.1 at cyclic frequencies of 50 Hz in air and 1 Hz in salt water. Fatigue life was typically from 104 to 106 cycles with crack initiation as the dominant fatigue process. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCyclic loading. =650 \0$aSpring materials. =650 \0$aCorrosion fatigue. =650 \0$aEnvironmental effects. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aBeryllium-copper (Be-Cu) alloys. =650 24$aCorrosion fatigue. =650 24$aCyclic loading. =650 24$aEnvironmental effects. =650 24$aFatigue. =650 24$aSpring materials. =700 1\$aMiller, GA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11751J.htm =LDR 03010nab a2200517 i 4500 =001 JTE11755J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11755J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11755J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHQ27 .V57 2008 =082 04$a305.235$223 =100 1\$aHerman, BA.,$eauthor. =245 10$aSensitivity of Water Leak Tests for Latex Condoms /$cBA. Herman, RF. Carey, JE. Rinaldi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aAs part of quality assurance testing, latex condoms are often screened for pinholes using water leak tests. This report analyzes the seasitivity of two similar tests, both requiring that a condom be filled with 300 mL of water and then examined visually for leakage. One test, a Food and Drug Administration protocol, specifies that the condom be filled vertically, the open end pinched off, and then rolled horizontally on a towel. The second test, developed by the American Society for Testing and Materials, is the same, except the condom is not rolled, merely placed in a horizontal position and examined. Detectability of a defect is dependent on the pressure developed within the condom, wettability of the condom surface by the water, thickness, and expansion of the condom. Three brands and nine different models were studied to determine the range of values for these variables and the sensitivity of the tests were then calculated. Sensitivity (minimum hole size detectable) varies from approximately 100 ?m radius to 3 ?m radius. Note that the smallest defect observable is larger than the HIV virus. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLatex. =650 \0$aCondoms. =650 \0$aLeakage tests. =650 \0$aGender Identity. =650 \0$aHIV Infections. =650 \0$aSexual Behavior. =650 14$aLatex. =650 24$aCondoms. =650 24$aLeakage tests. =700 1\$aCarey, RF.,$eauthor. =700 1\$aRinaldi, JE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11755J.htm =LDR 02636nab a2200493 i 4500 =001 JTE11752J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11752J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11752J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aOore, M.,$eauthor. =245 10$aMinimization and Quantification of Error Associated with the K Gradient and the Interval of Crack Length Measurement in Fatigue Crack Growth Testing /$cM. Oore. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aAnalytical method has been developed to minimize and quantify the effect of crack length measurement interval ?a on the error due to the K gradient in the interpretation of da dN derived from crack growth test data using the secant method. The associated error has been quantified in a general form and used to demonstrate the specific errors due to the selection of average crack length a per ASTM E 647-91. Test Method for Measurements of Fatigue Crack Growth Rates. It is shown that the selection of the geometric mean (a¯=a1a2) in the data analysis will reduce the associated error in the crack growth rate interpretation. It is recommended that ASTM E 647-91 be revised accordingly. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack growth rate. =650 \0$aFatigue crack growth. =650 \0$aStress intensity factor. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFatigue crack growth. =650 24$aCrack growth rate. =650 24$aStress intensity factor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11752J.htm =LDR 02732nab a2200601 i 4500 =001 JTE11754J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11754J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11754J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD223 =082 04$a333.91$223 =100 1\$aPuckorius, PR.,$eauthor. =245 10$aFuture of Water Treatment /$cPR. Puckorius. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThe future industrial use of water will continue its current trend toward recycling of poorer quality waters particularly for cooling system makeup and boiler feedwater. Most of our water sources will continue to degrade to higher salinity, higher suspended solids, organics, and phosphates. We will be discharging less waste-water because treatment and recycling will be more economical than the fees for noncompliance. New technology in equipment and chemicals will enable much greater recycling in cooling and boiler water systems, with energy conservation continuing to be fine-tuned. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRecycling. =650 \0$aWater quality. =650 \0$aWater shortage. =650 \0$aLife expectancy. =650 \0$aWater management. =650 \0$aCooling tower system. =650 \0$aDesign considerations. =650 \0$aFuture water treatment. =650 \0$aWater Supply$xstandards. =650 \0$aWatersupply$xManagement. =650 14$aWater shortage. =650 24$aWater management. =650 24$aDesign considerations. =650 24$aLife expectancy. =650 24$aWater quality. =650 24$aRecycling. =650 24$aFuture water treatment. =650 24$aCooling tower system. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11754J.htm =LDR 02448nab a2200529 i 4500 =001 JTE11757J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11757J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11757J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA278.2 =082 04$a519.5/36$223 =100 1\$aMandel, J.,$eauthor. =245 10$aOutliers in Interlaboratory Testing /$cJ. Mandel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe widespread practice of rejecting outliers on the basis of statistical tests of significance is shown to accomplish nothing in terms of finding the causes for discrepancies. A graphical procedure, based on the h-statistic and the k-statistic, is shown to provide a vivid picture of the biases and the internal precisions of the participating laboratories. It is highly recommended that the analysis of the data be followed by an investigation of causes of outhers and thereby lead to improvements in repeatability and reproducibility. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOutliers. =650 \0$aRejection. =650 \0$aRepeatability. =650 \0$aReproducibility. =650 \0$aInterlaboratory testing. =650 \0$aOutliers (Statistics) =650 \0$aRegression analysis. =650 14$aInterlaboratory testing. =650 24$aOutliers. =650 24$aRejection. =650 24$aRepeatability. =650 24$aReproducibility. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11757J.htm =LDR 03411nab a2200553 i 4500 =001 JTE104279 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104279$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104279$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aWu, Chaofan,$eauthor. =245 10$aEffects of Additives for Warm Mix Asphalt on Performance Grades of Asphalt Binders /$cChaofan Wu, Menglan Zeng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aLaboratory tests were carried out on a neat asphalt binder and a styrene-butadiene-styrene (SBS) asphalt binder containing Sasobit and Aspha-min as warm mix asphalt (WMA) additives to quantitatively evaluate the effects of the additives on the continuous grading temperatures and grades of asphalt binders in the framework of the performance grading system. Test results and data analyses indicate that the significances of the effects of WMA additives depend on the asphalt binder type, additive type, additive content, and rolling thin film oven (RTFO) aging temperature. The wax-type additive Sasobit has a stiffening effect on the grading temperatures. At typical 3 % content, the upper temperatures can be increased by up to 13.5 °C, the lower temperatures can be increased by up to 6.9 °C, and the intermediate temperatures can be increased by up to 5.0 °C. In the commonly used content range, the zeolite-type additive Aspha-min has little effects on the upper, lower, and intermediate grading temperatures. Although there is a special case, in which the upper grading temperature increase is canceled out by 3.8 °C, the reduction in RTFO aging temperature from 163 °C to 133 °C does not generally result in notable changes in the grading temperatures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAdditive. =650 \0$aAsphalt binder. =650 \0$aWarm mix asphalt. =650 \0$aPerformance grade. =650 \0$aAsphalt concrete$vHandbooks, manuals, etc. =650 \0$aMixtures$xDesign$vHandbooks, manuals, etc. =650 \0$aPavements, Asphalt concrete$xMaterials$vHandbooks, manuals, etc. =650 \0$aWarm mix paving mixtures. =650 \0$aMix design. =650 14$aAsphalt binder. =650 24$aPerformance grade. =650 24$aWarm mix asphalt. =650 24$aAdditive. =700 1\$aZeng, Menglan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104279.htm =LDR 03201nab a2200553 i 4500 =001 JTE104160 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104160$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104160$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS360 =082 04$a672.823$223 =100 1\$aBrnic, Josip,$eauthor. =245 10$aResponses of Austenitic Stainless Steel American Iron and Steel Institute (AISI) 303 (1.4305) Subjected to Different Environmental Conditions /$cJosip Brnic, Goran Turkalj, Marko Canadija, Domagoj Lanc, Sanjin Krscanski. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aIn this paper some experimentally obtained results regarding mechanical properties at both low and elevated temperatures as well as short-time creep behavior of American Iron and Steel Institute (AISI) 303 (1.4305) austenitic stainless steel are presented. These results can be of importance in the design procedure for engineering components made of the considered material. The mentioned properties/strengths and short-time creep behavior were determined by uniaxial tests at different temperatures using materials testing machine. Impact energy was determined using the Charpy impact machine, while material hardness was determined using a universal hardness testing machine. For appropriate stress levels at selected temperatures, creep behavior modeling is displayed. Engineering fracture toughness assessment is based on experimentally obtained Charpy V-notch impact energy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMechanical properties. =650 \0$aSheet-steel$xMechanical properties. =650 \0$aSteel, High strength$xMechanical properties. =650 \0$aSheet-steel$xMetallurgy. =650 \0$aSteel, High strength$xMetallurgy. =650 14$aMechanical properties. =650 24$aShort-time creep behavior. =650 24$aFracture toughness assessment. =650 24$aElevated temperatures and low temperatures. =650 24$a1.4305 steel. =700 1\$aTurkalj, Goran,$eauthor. =700 1\$aCanadija, Marko,$eauthor. =700 1\$aLanc, Domagoj,$eauthor. =700 1\$aKrscanski, Sanjin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104160.htm =LDR 03626nab a2200637 i 4500 =001 JTE103336 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103336$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103336$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA4755.P58 =082 04$a620.192$223 =100 1\$aJiang, Zhao-Hui,$eauthor. =245 10$aCharacterization of Carbon Black Particles Mixing in Polymeric Matrix by Direct Methods /$cZhao-Hui Jiang, Jian Jin, Chang-Fa Xiao, Xin Li, Ling-Xi Kong. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b35 =520 3\$aSingle-screw extruders together with a painstakingly self-made dynamic mixer were applied to mix carbon black (CB) in polymeric matrix. Moreover, the master batch dilution technique was also used. The mixing state of CB was investigated by direct methods including transmission electron microscopy (TEM), scanning electron microscopy (SEM), and optical microscopy (OM). The image analysis software, Image J, was first introduced to analyze the mixing state of CB. By virtue of Image J, the average size, surface density, and area distribution of particles were automatically created. On the basis of TEM results, quantitative evaluation parameters such as Morisita's index (I), skewness (?), and the Lacey index (M) were employed. The results reveal that CB was well dispersed and uniformly distributed in films. Besides, the area distribution abides by a lognormal equation fitted by origin. In SEM analysis, the area distribution conforms to exponent decay strictly as well as that in OM results. Furthermore, the dispersion index (D) was used to characterize the mixing state of CB. The results imply that CB tends to aggregate with increasing CB loading. Combining the methods mentioned above is favorable to quantitatively characterize the mixing state of CB, in that they can become references between one another. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDispersion. =650 \0$aCarbon black. =650 \0$aDistribution. =650 \0$aQuantitative. =650 \0$aPolypropylene. =650 \0$aDirect methods. =650 \0$aCharacterization. =650 \0$aPolymers. =650 \0$aFillers (Materials) =650 \0$aCarbon-black. =650 14$aPolypropylene. =650 24$aCarbon black. =650 24$aQuantitative. =650 24$aCharacterization. =650 24$aDirect methods. =650 24$aDispersion. =650 24$aDistribution. =700 1\$aJin, Jian,$eauthor. =700 1\$aXiao, Chang-Fa,$eauthor. =700 1\$aLi, Xin,$eauthor. =700 1\$aKong, Ling-Xi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103336.htm =LDR 03135nab a2200553 i 4500 =001 JTE103857 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103857$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103857$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7882.B56 =082 04$a621.4$223 =100 1\$aYang, Diansen,$eauthor. =245 10$aApplication of Digital Image Correlation Technique in Experimental Study of the Creep Behavior and Time Dependent Damage of Natural Rock Salt /$cDiansen Yang, Weizhong Chen, Jianping Yang, Guojun Wu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aThe paper presents an experimental study on the creep behavior of a natural rock salt by means of digital image correlation (DIC) technique. To determine the creep rate and understand the creep mechanism of the rock salt, the time-dependent behavior of the material was studied at various scales (100 ?m-1 cm) under different mechanical loading conditions. The results showed that the rock salt deformed at low constant stress. The strain rate at the macroscopic scale (cm) was about 10-9 s-1 at 11 MPa and it increased by an order of magnitude at 18 MPa. The strain rate at the mesoscopic scale (mm) depended on the microstructure, the boundary of subgrains deformed more rapidly than the subgrain, and the strain rate reached 10-7 s-1 at the interface of grains. The damage was identified by analyzing the full-field strain map and it was mainly caused by the open of cracks and it developed with the propagation of the cracks during creep tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRock salt. =650 \0$aCreep behavior. =650 \0$aFull-field strain. =650 \0$aTime-dependent damage. =650 \0$aBiometric identification. =650 \0$aDigital image correlation. =650 14$aRock salt. =650 24$aCreep behavior. =650 24$aTime-dependent damage. =650 24$aDigital image correlation. =650 24$aFull-field strain. =700 1\$aChen, Weizhong,$eauthor. =700 1\$aYang, Jianping,$eauthor. =700 1\$aWu, Guojun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103857.htm =LDR 04066nab a2200565 i 4500 =001 JTE103801 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103801$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103801$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA492.D5 =082 04$a694$223 =100 1\$aKant, Ravi,$eauthor. =245 10$aIn-Plane Testing Behavior of Adhesive-Bonded Steel Sheets :$bInfluence of Sheet Surface Roughness, Adhesive Thickness, and Bonding Width /$cRavi Kant, R. Ganesh Narayanan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aThere are various parameters such as bonding width, bond and adhesive thickness, blank surface roughness, adherend thickness, bond length, the geometry of the joint, surface treatment, curing and working temperature, bonding pressure, curing conditions, type of loading, etc. that affect the forming of adhesive bonded blanks in a synergistic manner. The main aim of the present work is to investigate the influence of bonding width, adhesive thickness, and blank surface roughness on the tensile behavior of adhesive bonded blanks. Interstitial free steel grade sheet is used as a base material and the two part epoxy adhesive is used for bonding the base materials. It is found that the engineering stress attained in forming the bonded blank for the same amount of strain is greater if the surface roughness is greater. The extension of the bonded blank at the break point is less for higher surface roughness base materials. With an increase in the adhesive thickness, the engineering stress decreased for a particular strain and there was no effect due to adhesive thickness on the elongation at the break point of the bonded blank. The engineering stress required decreases with the bonding width and the extension at the breaking point of the bonded blank is greater in the case of the bonded blank with a higher bonding width. A sudden fall in engineering stress has occurred in the case of adhesive bonded blanks with higher (2.4 mm) and medium adhesive thickness (1.3 mm), base material surface roughness, and bonding width, while this is not observed in 0.5 mm bonding thickness. The different stages of the forming of adhesive bonded blanks are proposed. Initially, adhesive failure occurs and then base material failure occurs depending on its ductility. Both cohesive failure and interface (adhesive) failure is seen during the forming of adhesive bonded blanks in this work. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBonding width. =650 \0$aTensile behavior. =650 \0$aSurface roughness. =650 \0$aAdhesive thickness. =650 \0$aAdhesive bonded blank. =650 \0$aTimber joints$xTesting. =650 \0$aAdhesive joints$xTesting. =650 \0$aSteel bars. =650 \0$aEpoxy resins. =650 14$aAdhesive bonded blank. =650 24$aTensile behavior. =650 24$aSurface roughness. =650 24$aBonding width. =650 24$aAdhesive thickness. =700 1\$aNarayanan, R. Ganesh,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103801.htm =LDR 03112nab a2200661 i 4500 =001 JTE103975 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103975$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103975$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA278.8 =082 04$a519.5$223 =100 1\$aIsmail, Ali A.,$eauthor. =245 10$aParameters Estimation Under Step-Stress Life Test Based on Censored Data From Generalized Exponential Model /$cAli A. Ismail, S. E. Abu-Youssef. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThis paper presents estimates of the parameters under step-stress partially accelerated life testing in the presence of censored data from generalized exponential distribution. The maximum likelihood procedure is used to derive point and asymptotic confidence interval estimations of the unknown parameters. Also, confidence bounds based on the log likelihood ratio are explored. The performance of the estimators is investigated numerically for different parameter values and different sample sizes in terms of their mean square error. A simulation study is made for illustrative purposes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNewton-Raphson. =650 \0$aTime-censoring. =650 \0$aLikelihood ratio. =650 \0$aMean square error. =650 \0$aConfidence interval. =650 \0$aPartial acceleration. =650 \0$aFisher information matrix. =650 \0$aCensored observations (Statistics) =650 \0$aDistribution (Probability theory) =650 \0$aNonparametric statistics. =650 \0$aSurvival analysis (Biometry) =650 \0$aData-analyse. =650 14$aPartial acceleration. =650 24$aGeneralized exponential distribution. =650 24$aMaximum likelihood estimator. =650 24$aMean square error. =650 24$aTime-censoring. =650 24$aFisher information matrix. =650 24$aConfidence interval. =650 24$aNewton-Raphson. =650 24$aLikelihood ratio. =650 24$aMonte Carlo simulation. =700 1\$aAbu-Youssef, S. E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103975.htm =LDR 03368nab a2200541 i 4500 =001 JTE103881 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103881$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103881$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8$223 =100 1\$aWang, Zhenjun,$eauthor. =245 10$aEvaluation of Air Void Distributions of Cement Asphalt Emulsion Mixes Using an X-Ray Computed Tomography Scanner /$cZhenjun Wang, Jingjing Xiao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aAir void distributions of cement asphalt emulsion mixes are different from those of ordinary asphalt mixes. In order to evaluate a relationship between air voids and aggregate gradations, or binders of the mixes, an x-ray computed tomography (CT) scanner was used to quantify air void ratio, air void area, and air void size in the mixes. A rheometer and scanning electron microscope (SEM) were adopted to analyze viscosity and microstructures of the asphalt emulsion composites. The results indicate that larger air voids are concentrated on the top and the bottom of the mixes. The middle part of the mixes, which constitutes about 60-70 % of its thickness, has a nearly uniform size of air voids. The demarcation of air void ratio between suspended dense structure and framework dense structure is 6.0 %; and that between framework dense structure and framework void structure is 9.0 %. Adoption of ordinary Portland cement and appropriate increase of asphalt emulsion dosages are beneficial to the decrease of the air void ratio. The binders exert little effect on the increase of the air void sizes than the aggregate gradation types do. Benefits of cement addition are to generate hydrates which are helpful to decrease the air void ratios of the mixes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBinders. =650 \0$aAggregate gradations. =650 \0$aAir void distributions. =650 \0$aAsphalt cement. =650 \0$aAir voids. =650 \0$aAsphalt-rubber$xTesting. =650 \0$aPavements, Asphalt$xTesting. =650 14$aCement asphalt emulsion mixes. =650 24$aX-ray computed tomography (CT) scanner. =650 24$aAir void distributions. =650 24$aAggregate gradations. =650 24$aBinders. =700 1\$aXiao, Jingjing,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103881.htm =LDR 02363nab a2200433 i 4500 =001 JTE104247 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104247$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104247$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P55 =082 04$a624.1892$223 =100 1\$aZollo, Ronald F.,$eauthor. =245 10$aDiscussion on "Influence of Feedback Control on Flexural Toughness of Fiber Reinforced Concrete in ASTM C1399 Tests," by N. Banthia, S. Mindess, and Z. Jiang /$cRonald F. Zollo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aHaving had a hand in leading the ASTM C09.42 Task Group involved with the development of C1399, the writer absorbed the referenced paper with more than usual interest. With respect due equally to the third listed author, the writer had previously enjoyed reading numerous other excellent works by each of the two first listed authors. However, this discussion may stimulate needed debate by voicing, and hopefully justifying, major disagreement with a number of comments that might be cause to question some of the paper's conclusions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFiber-reinforced concrete. =650 \0$aFiber-reinforced plastics. =650 \0$aFibrous composites. =650 \0$aReinforced concrete construction. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104247.htm =LDR 03419nab a2200553 i 4500 =001 JTE104259 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104259$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104259$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD39.5 =082 04$a658.7/2$223 =100 1\$aLin, Chin-Tsai,$eauthor. =245 12$aA Green Purchasing Model by Using ANP and LP Methods /$cChin-Tsai Lin, Chie-Bein Chen, Ying-Chan Ting. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aEconomic growth and development bring not only prosperity but also environmental degradation to the earth. In recent years, people have changed their views on traditional supply chain management (SCM). Green purchasing is a current trend in today's business process management. Green purchasing is a purchasing behavior for buying goods that emphasizes environmental protection. Due to governments' environmental regulations, such as WEEE and RoHS, directives have been formed and personal consciousness concerning the environment has been raised; therefore, green purchasing is strongly emphasized in SCM. In some high-tech industries, environmental consciousness may dominate the whole purchasing process, since vendors are asked to use environmentally-friendly materials. Customers thereby influence the component providers toward supplying environmentally-friendly products. For instance, in the PC board industry, the customers influence the suppliers' product manufacturing process with the aim of reducing the negative environmental impact of the materials used by vendors. This study models a green purchasing system by applying the analytic network process (ANP) and linear programming (LP) methods. The ANP provides the solution for green supplier selection and LP resolves the problem of order allocation for each vendor. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGreen purchasing. =650 \0$aOrder allocation. =650 \0$aSupplier selection. =650 \0$aGovernment purchasing$xEnvironmental aspects. =650 \0$aPurchasing$xEnvironmental aspects. =650 \0$aGreen products. =650 \0$aGreen marketing. =650 14$aGreen purchasing. =650 24$aANP. =650 24$aSupplier selection. =650 24$aLP. =650 24$aOrder allocation. =700 1\$aChen, Chie-Bein,$eauthor. =700 1\$aTing, Ying-Chan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104259.htm =LDR 03200nab a2200601 i 4500 =001 JTE103765 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103765$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103765$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL725.3.P35 =082 04$a629.136/34$223 =100 1\$aHoegh, Kyle,$eauthor. =245 10$aCorrelation Analysis of 2D Tomographic Images for Flaw Detection in Pavements /$cKyle Hoegh, Lev Khazanovich. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aUltrasonic tomography is an emerging method of nondestructive concrete pavement diagnostics which can be used for improved quality assurance/quality control during concrete pavement construction and assist in rehabilitation decision making. Detection of flaws using ultrasonic tomography requires significant effort and user expertise. To address these limitations, a quantitative method for determining the presence of defects in concrete pavements was developed. The proposed method is an adaptation of the recently developed impact-echo signature analysis method (IESA), which is used for comparison of impact-echo signals. The proposed two-dimensional ultrasonic tomography signature analysis (2D-UTSA) method was used to compare two-dimensional B-scans obtained using a commercial test system in field trials at the Minnesota Rd. Research Facility and the Federal Aviation Administration's National Airport Pavement Test Facility. Analysis of the results showed that the 2D-UTSA method is capable of identifying subsurface defects. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDiagnostics. =650 \0$aDelamination. =650 \0$aDeterioration. =650 \0$aInfrastructure. =650 \0$aAirport pavement. =650 \0$aRunways (Aeronautics) =650 \0$aAirportrunways. =650 \0$aPavementmanagement systems. =650 \0$aPavementperformance. =650 \0$aMix design. =650 14$aNDT. =650 24$aInfrastructure. =650 24$aAirport pavement. =650 24$aASR. =650 24$aDiagnostics. =650 24$aDelamination. =650 24$aDeterioration. =700 1\$aKhazanovich, Lev,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103765.htm =LDR 03143nab a2200577 i 4500 =001 JTE103856 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103856$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103856$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.6 =082 04$a620.1124$223 =100 1\$aYuan, Bingxiang,$eauthor. =245 10$aDevelopment of a Robust Stereo-PIV System for 3-D Soil Deformation Measurement /$cBingxiang Yuan, Jinyuan Liu, Wenwu Chen, Kaiwen Xia. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aThis paper presents a robust stereo-particle image velocimetry (Stereo-PIV) system developed for three-dimensional (3-D) soil deformation measurement in geotechnical engineering. Also known as digital image correlation, PIV is a popular image processing technique to measure two-dimensional (2-D) fluid velocity in fluid dynamics. The Stereo-PIV technique extends 2-D deformation measurement to 3-D based on a binocular vision model, where two cameras with a well posed geometrical setting, are utilized to image the same object. Although commercial Stereo-PIV systems are available in the market, the applications of this technique are still limited by their high cost and special hardware requirements. This study presents a robust Stereo-PIV system, which utilizes two standard complementary metal-oxide-semiconductor (CMOS) cameras and two open software packages to apply this technique to geotechnical engineering testing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStereo-PIV. =650 \0$aGeotechnical engineering. =650 \0$aDeformation (Mechanics) =650 \0$aAluminum forming. =650 \0$aStrains and stresses. =650 \0$aDigital image correlation. =650 \0$aBeading (Metalwork) =650 \0$aSheet-metal$xSurfaces. =650 14$aDigital image correlation. =650 24$aParticle image velocimetry. =650 24$aStereo-PIV. =650 24$a3-D deformation. =650 24$aGeotechnical engineering. =700 1\$aLiu, Jinyuan,$eauthor. =700 1\$aChen, Wenwu,$eauthor. =700 1\$aXia, Kaiwen,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103856.htm =LDR 03216nab a2200565 i 4500 =001 JTE103828 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103828$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103828$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a624.162$223 =100 1\$aLivneh, Moshe,$eauthor. =245 10$aRecent Developments in the Swelling Model of Expansive Clays for Pavement-Heave Calculations /$cMoshe Livneh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe prediction of pavement heave necessitates knowledge of the swelling-pressure characteristic (the swelling model) of the clay stratum under consideration, data that are usually obtained from laboratory tests on undisturbed clay specimens. It is demonstrated that a general swelling model equation should be employed that predicts the percentage of swell under a given vertical pressure exerted on clay characterized by the following parameters: (a) the liquid limit, (b) the ratio between the in situ moisture content and the plasticity limit, and (c) the in situ dry density. The development of this general equation is described by applying the Excel-solver analysis to 352 local test results, yielding preferable results to those stemming from a previous analysis that utilized the multiple linear regression method. Together with employing the general swelling model, an adjustment for any specific given condition is performed by conducting linear regressions (a simple one and a zero-intercept one) with the local test results and the general swelling model. Finally, the paper outlines guidelines for choosing the most relevant of the three calculated models. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHeave. =650 \0$aSample size. =650 \0$aExpansive clay. =650 \0$aSwelling model. =650 \0$aSwelling pressure. =650 \0$aMoisture. =650 \0$aMoisture content. =650 \0$aSwellingsoils. =650 \0$aExpansiveclays. =650 14$aVertical swell percentage. =650 24$aSwelling pressure. =650 24$aHeave. =650 24$aExpansive clay. =650 24$aSwelling model. =650 24$aSample size. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103828.htm =LDR 02470nab a2200505 i 4500 =001 JTE104170 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104170$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104170$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA269 =082 04$a519.3/05$223 =100 1\$aChueh, Hao-En,$eauthor. =245 10$aConstructing an Evaluation Model for Agenting Online Games /$cHao-En Chueh, Che-Wei Chang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe purpose of this research is to construct a software evaluation model for online games.Online games require players to link to a computer game manufacturer server.This study applies the grey situation decision making (GSDM) method to measure player degrees of satisfaction from playing online games by addressing their involved psychological needs.This evaluation model can assist a commercial agent in marketing online games.Finally, a case study demonstrates the high satisfaction degree of massive multiple on-line role play games (MMORPGs) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOnline game. =650 \0$aEconomics, Mathematical. =650 \0$aGametheory. =650 \0$aWirtschaftsmathematik. =650 \0$aZeitschrift. =650 \0$aOnline-Ressource. =650 14$aSoftware evaluation model. =650 24$aOnline game. =650 24$aGrey situation decision making. =700 1\$aChang, Che-Wei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104170.htm =LDR 03608nab a2200517 i 4500 =001 JTE103841 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103841$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103841$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA711.5 =082 04$a624.1/51$223 =100 1\$aTsang, Kavin K. W.,$eauthor. =245 14$aThe Assessment of Hand Volume Using a Modified Volumetric Technique /$cKavin K. W. Tsang, Grant E. Norte, James W. Hand. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aCommon methods of volumetric measurement include magnetic resonance imaging (MRI), bioelectrical impedance, Perometer, tape measure, and water volumetry. Methods driven with technology, i.e., MRI, provide results with high levels of precision while requiring sophisticated equipment and associated costs. More basic techniques, i.e., tape measure and water volumetry, require minimal equipment and costs but sacrifice on precision of results. Traditional water volumetric measurement is relatively inexpensive and simple to conduct but the precision of measurements can be limited by the quality and readability of the incorporated graduated cylinders. The objective of this study was to establish the reliability of a modified water volumetric technique on measurements of hand volume. Ten subjects with no previous volumetric measurement experience participated in the study. The reliability of this modified volumetric measurement procedure was demonstrated by an intraclass correlation coefficient [ICC (2, 1)] of 0.999. Furthermore, a standard error of measurement (SEM) of 1.68 ml was calculated for this procedure. Based on these results, we believe that the development of this modified volumetric technique provides clinicians with very reliable and precise measures of extremity volumes. Results from our current study continue to support the use of water volumetry as the gold standard in volumetric assessment and as such, the modified technique can be effectively utilized in both the research and clinical settings. We believe the modifications incorporated in our procedures are easily implemented and result in highly reliable measurements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSwelling. =650 \0$aVolumetry. =650 \0$aMeasurement. =650 \0$aSoil-structure interaction. =650 \0$aSwelling soils. =650 \0$aFoundations. =650 14$aVolumetry. =650 24$aSwelling. =650 24$aMeasurement. =700 1\$aNorte, Grant E.,$eauthor. =700 1\$aHand, James W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103841.htm =LDR 02163nab a2200433 i 4500 =001 JTE104476 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104476$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104476$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a620.1/36$223 =100 1\$aBanthia, Nemy,$eauthor. =245 10$aResponse to Discussion of "Influence of Feedback Control on Flexural Toughness of Fiber Reinforced Concrete in ASTM C1399 Tests" by N. Banthia, S. Mindess, and Z. Jiang /$cNemy Banthia, S. Mindess, Z. Jiang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWe would like to express our sincere thanks to Prof. Zollo for his very thoughtful comments on our paper. We are very aware of the seminal leadership of Prof. Zollo on the Task Group that developed C1399. We also fully agree with Prof. Zollo that these discussions are useful in improving our understanding of the limitations of C1399. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConcrete$xDeterioration. =650 \0$aFracture mechanics. =700 1\$aMindess, S.,$eauthor. =700 1\$aJiang, Z.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104476.htm =LDR 03543nab a2200553 i 4500 =001 JTE103897 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103897$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103897$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401.3 =082 04$a620.1/1$223 =100 1\$aMahmoudi, A. H.,$eauthor. =245 13$aAn Alternative Approach to Determine Material Characteristics Using Spherical Indentation and Neural Networks for Bulk Metals /$cA. H. Mahmoudi, S. H. Nourbakhsh, R. Amali. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aMaterial characteristics such as Young modulus, yield, and ultimate stresses are often considered as fundamental material parameters. Determination of material characteristics using the instrumented indentation test has gained interest among many researchers. The output of a spherical indentation test is usually the load-penetration (P-h) curve which is used to determine the Hollomon's equation coefficients. Ideally, the elastic deformation of the sphere is to be excluded from the total displacement. However, the available techniques to omit the elastic deformation of the sphere are difficult-to-use and time consuming. In the present work, a noticeably simplified method is proposed to determine the load-displacement curve, preserving the required accuracy. The coefficients of Hollomon's equation are then determined using the spherical indentation. The proposed method has also the ability to specify the unloading curve at each point of interest, even if the experimental data of the unloading procedure at that point is not available. Finally, by training a neural network and extracting the weights of its layers, an equation governing the network is presented explicitly. This expression makes the neural network easy to use. Furthermore, the proposed method is verified using the experimental results and method and experiment are shown to be in good agreement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aYield stress. =650 \0$aNeural networks. =650 \0$aSpherical indentation. =650 \0$aMaterial characteristics. =650 \0$aMaterials science. =650 \0$aMaterials science$xCongresses. =650 \0$aMetals. =650 \0$aTechnology and Engineering. =650 14$aSpherical indentation. =650 24$aMaterial characteristics. =650 24$aYield stress. =650 24$aNeural networks. =700 1\$aNourbakhsh, S. H.,$eauthor. =700 1\$aAmali, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103897.htm =LDR 03975nab a2200553 i 4500 =001 JTE103872 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103872$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103872$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA1091 =082 04$a612.01442$223 =100 1\$aKunz, Sebastian N.,$eauthor. =245 10$aEvaluation of the Long-Distance Conducted Electrical Weapon XREP® /$cSebastian N. Kunz, Matthias Graw, Oliver Peschel, Nico Grove. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThe TASER® eXtended Range Electronic Projectile (XREP®) is a self-contained, wireless conducted electrical weapon (CEW), which is shot from a 12-gauge shotgun. On impact it delivers short high-voltage, low current energy pulses to temporarily paralyze a person by causing electrical interruption of the body's normal energy pulses. The present study analyzes the specific weapon-projectile interaction and accuracy of the XREP® live and training rounds at different distances in order to draw conclusions on mission effectiveness. To evaluate the ballistic features of the XREP® ammunition, a high speed camera, photoelectric barrier, reference scale, and coordinate calculator were used. Thirty live rounds (LR) and 35 training rounds (TR) were fired from the TASERX12™ with a customized 18.5 in. barrel. The shooting distances were 4.5 m, 12.1 m, 19.7 m, and 27.4 m. The average velocity of the XREP® TR was v0 71.8 m/s (range 57.6-84.0 m/s) and of the LR 67.0 m/s (range 58.2-73.5 m/s). The standard deviation in accuracy varied within the live rounds vertically from 7.6 mm at a distance of 4.5 m up to 152.1 mm at 27.4 m. The training rounds showed a vertical standard deviation between 7.5 mm (shooting distance 4.5 m) and 222.8 mm (shooting distance 27.4 m). The standard horizontal deviation was noted the highest at 109.4 mm with the TR and 57.7 mm with the LR, both at a shooting distance of 27.4 m. The maximal vertical variation was at a firing distance of 27.4 m; for the TR it was -649.2 mm and for the LR it was -866.7 mm. The XREP® ammunition showed a remarkable high variation in velocity and accuracy. This effect increased disproportionately at shooting distances over 12 m. Furthermore, a significant variation between the training and the live ammunition was noted. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBallistics. =650 \0$aTarget accuracy. =650 \0$aElectronic control device. =650 \0$aConducted Energy Weapon Injuries$xdiagnosis. =650 \0$aForensic Medicine$xmethods. =650 \0$aElectrical injuries. =650 \0$aMedical jurisprudence. =650 24$aElectronic control device. =650 24$aLong distance conducted electrical weapon. =650 24$aBallistics. =650 24$aTarget accuracy. =700 1\$aGraw, Matthias,$eauthor. =700 1\$aPeschel, Oliver,$eauthor. =700 1\$aGrove, Nico,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103872.htm =LDR 02988nab a2200565 i 4500 =001 JTE104034 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104034$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104034$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aAmir-Faryar, Behzad,$eauthor. =245 10$aDetermination of Optimum Fiber Content in a Fiber-Reinforced Clay /$cBehzad Amir-Faryar, M. Sherif Aggour. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe inclusion of randomly distributed short virgin polypropylene fibers (C3H6) in clay has proven to significantly improve the geotechnical properties of clay such as shear, compressive, and tensile strengths, ductility, volume change, and so on. Those improvements have triggered great attention on the possibility of mixing fibers with clay to form a desirable composite. Because the percentage of fibers used is arbitrarily chosen by the users, the purpose of this study is to determine if there is an optimum fiber content and if it is a function of the type of fiber used. Compaction properties of clay-fiber composite using commercially available synthetic polypropylene, synthetic polypropylene fibers (monofilament and fibrillated) and kaolinite were determined. It was found that for a clay-fiber mix, there is an optimum fiber content and it is different for different types of fiber. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFibrillated. =650 \0$aMonofilament. =650 \0$aFiber content. =650 \0$aPolypropylene fiber. =650 \0$aFiber-reinforced ceramics. =650 \0$aHeat resistant materials. =650 \0$aCeramic engineering. =650 \0$aCeramic materials. =650 \0$aClay soils. =650 14$aClay. =650 24$aPolypropylene fiber. =650 24$aMonofilament. =650 24$aFibrillated. =650 24$aFiber content. =700 1\$aAggour, M. Sherif,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104034.htm =LDR 02830nab a2200505 i 4500 =001 JTE104067 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104067$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104067$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP1180.P39 =082 04$a668/.374$223 =100 1\$aDong, Y.,$eauthor. =245 10$aNon-contact and Non-destructive Analysis of the Quality of Phenolic Resin by Near-Infrared Spectroscopy /$cY. Dong, S. Y. Qu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe traditional analytical methods used to determine phenolic resin are slow and produce environmentally unfriendly waste. In this work, near-infrared (NIR) spectroscopy has been applied for resin content of phenolic resins. The partial least-squares regression was used to develop the calibration model of the resin content. Eight samples were withdrawn at different time stages for analysis with the proposed quantitative models; the data thus obtained were compared with those provided by reference methods. The maximal predicted error and the standard deviation of the differences were 0.96% and 0.51% for resin content. The results of the paired t test revealed that there was no significant difference between the NIR method and the reference method. NIR spectroscopy is an effective choice for the accurate, expeditious analyzing quality of phenolic resin. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPhenolic resin. =650 \0$aNIR spectroscopy. =650 \0$aEpoxy resins. =650 \0$aPhenolic resins. =650 \0$aPolymers$xThermal properties. =650 \0$aThermosetting composites. =650 14$aNIR spectroscopy. =650 24$aPartial least-squares regression. =650 24$aPhenolic resin. =700 1\$aQu, S. Y.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104067.htm =LDR 02985nab a2200553 i 4500 =001 JTE104191 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104191$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104191$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA450 =082 04$a620.1/1232$223 =100 1\$aÖzcoban, Hüseyin,$eauthor. =245 10$aComputer-Controlled Stable Crack Growth as a Reliable and Fast Method to Determine Subcritical Crack Growth /$cHüseyin Özcoban, Theo Fett, Gerold A. Schneider. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aSubcritical crack growth of synthetic fused silica glass is investigated using the single-edge-V-notched-beam method. The measurement was performed in a very stiff four-point bending device, which is equipped with a computer-aided control system. This technique enables several loading cycles of controlled crack growth with one measurement and sample. The control system is based on an online compliance measurement that enables an automatic measurement routine without much operation of the user and without the necessity of the optical observation of the crack. The crack velocity as a function of the applied stress intensity factor was determined by analysing the measured specimen compliance. The presented method allows determining a large number of v-KI curves under identical conditions by measuring only one sample. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGlass. =650 \0$aStable crack growth. =650 \0$aMechanical properties. =650 \0$aSubcritical crack growth. =650 \0$aCrystallization. =650 \0$aGlass$xFatigue. =650 \0$aGlass$xMechanical properties. =650 \0$aVibration$xMeasurement. =650 14$aSubcritical crack growth. =650 24$aStable crack growth. =650 24$aMechanical properties. =650 24$aGlass. =700 1\$aFett, Theo,$eauthor. =700 1\$aSchneider, Gerold A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104191.htm =LDR 02828nab a2200589 i 4500 =001 JTE10115J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10115J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10115J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.C7 =082 04$a546.76$223 =100 1\$aPlumtree, A.,$eauthor. =245 14$aThe Influence of Interstitial Content on the Ductile-Brittle Transition Temperature of Fe-25Cr Ferritic Stainless Steels /$cA. Plumtree, R. Gullberg. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe low temperature ductility of several vacuummelted, 25 percent chromium, ferritic stainless steels containing between 300 and 900 ppm total interstitials (C + N + O) has been investigated in the water-quenched condition using impact and tensile tests. In the low interstitial content alloys, the ductile-brittle transition temperature was markedly influenced by changes in interstitial content and grain size, whereas for the high interstitial contents such changes were not as significant. Tensile tests on the same alloys indicated that the yield stress was not sensitive to variations in either interstitial content or grain size. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEvaluation. =650 \0$aIron alloys. =650 \0$aInterstitials. =650 \0$aCleavage fracture. =650 \0$aTensile properties. =650 \0$aSecond phase content. =650 \0$aFerritic stainless steels. =650 \0$aChromium. =650 14$aFerritic stainless steels. =650 24$aIron alloys. =650 24$aChromium. =650 24$aInterstitials. =650 24$aSecond phase content. =650 24$aTensile properties. =650 24$aCleavage fracture. =650 24$aEvaluation. =700 1\$aGullberg, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10115J.htm =LDR 02367nab a2200529 i 4500 =001 JTE10123J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10123J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10123J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA368 =082 04$a620/.004$223 =100 1\$aGoldhoff, RM.,$eauthor. =245 10$aTowards the Standardization of Time-Temperature Parameter Usage in Elevated Temperature Data Analysis /$cRM. Goldhoff. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (38 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aA Task Group of the Joint Committee on Effect of Temperature on the Properties of Metals (sponsored by the American Society for Testing and Materials, the American Society of Mechanical Engineers, and the Metal Properties Council) did an extensive study of methods for the extrapolation of short-time rupture data in an effort to decide if any one method might serve as a basis for a standard practice. Emphasis was on the time-temperature parameter. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRupture. =650 \0$aAnalyzing. =650 \0$aParameter. =650 \0$aTemperature. =650 \0$aStandardization. =650 14$aStandardization. =650 24$aData. =650 24$aAnalyzing. =650 24$aRupture. =650 24$aParameter. =650 24$aTime. =650 24$aTemperature. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10123J.htm =LDR 03109nab a2200601 i 4500 =001 JTE10116J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10116J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10116J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.S6 =082 04$a546/.6832$223 =100 1\$aPerkins, RA.,$eauthor. =245 10$aShort-Time Creep of Columbium and Tantalum Alloys at 2600 to 3200°F /$cRA. Perkins, ES. Wright. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aUncoated Ta-17W and C129Y alloys and coated Ta-10W, C103, and C129Y alloys have been evaluated for short-time creep behavior at 2600 to 3200°F. The time for creep strains of up to 2 percent has been measured and the results have been used to derive empirical equations that predict short-time creep life in this temperature range. The equations give estimates of the time-to-creep strains of up to 2 percent at stress levels that will produce the maximum strain in 60 min or less. Silicide-base coatings appear to add to the creep strength of coated Ta-10W but have little added effect on the strength of the columbium-base alloys. The creep behavior of coated metals can be analyzed by the same empirical methods as those used for uncoated substrates. The results show that commercially available silicide coatings protect the substrate from oxidation with creep strains of up to 2 percent on exposures of 1 to 1½ h in this temperature range. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCoatings. =650 \0$aShort time. =650 \0$aTantalum alloys. =650 \0$aColumbium alloys. =650 \0$aCreep properties. =650 \0$aPredictive equations. =650 \0$aHigh temperature tests. =650 \0$aSilicides. =650 \0$aSilicon compounds. =650 14$aCreep properties. =650 24$aColumbium alloys. =650 24$aTantalum alloys. =650 24$aSilicides. =650 24$aCoatings. =650 24$aHigh temperature tests. =650 24$aShort time. =650 24$aPredictive equations. =700 1\$aWright, ES.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10116J.htm =LDR 03504nab a2200685 i 4500 =001 JTE10114J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10114J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10114J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC450 =082 04$a543/.5$223 =100 1\$aSheeran, DE.,$eauthor. =245 12$aA Spectrophotometric Technique for the Fabric Analysis of Monomineralic Kaolinitic Soils /$cDE. Sheeran, RJ. Krizek. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aA technique for identifying the fabric of kaolin clay by measurement of the monochromatic light intensity emanating from the analyzer of a polarizing microscope is described and evaluated analytically and experimentally. This technique is based on the variation of light intensity with the degree of retardation in an optical compensator. Actual fabrics are simulated by super-imposing the optical properties of 2000 individual kaolinite crystals comprising hypothetical fabric models in which the individual c-crystallographic axis directions are normally distributed about a mean direction with respect to the microscope optics. The intensities are computed for models with different mean c-axis directions and degrees of fabric randomness, which is characterized by the standard deviation of the normal distribution, and these intensities serve as a reference to which experimentally obtained intensities for thin sections of kaolinitic soils with unknown fabric are compared. An appreciation of the fabric homogeneity over the area of a thin section can be obtained by use of an equal area spherical projection plot. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aKaolin. =650 \0$aFabrics. =650 \0$aClay soils. =650 \0$aStatistical. =650 \0$aExperimental. =650 \0$aSpectroscopy. =650 \0$aSuperposition. =650 \0$aNormal distribution. =650 \0$aOptical compensator. =650 \0$aOptical microscopes. =650 \0$aPolarizing microscope. =650 \0$aSpectrum analysis. =650 \0$aInterferometry. =650 14$aFabrics. =650 24$aOptical microscopes. =650 24$aKaolin. =650 24$aSpectroscopy. =650 24$aClay soils. =650 24$aOptical compensator. =650 24$aPolarizing microscope. =650 24$aExperimental. =650 24$aStatistical. =650 24$aSuperposition. =650 24$aNormal distribution. =700 1\$aKrizek, RJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10114J.htm =LDR 03098nab a2200613 i 4500 =001 JTE10121J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10121J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10121J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA355 =082 04$a621.8/11$223 =100 1\$aHochrein, AA.,$eauthor. =245 14$aThe Dynamic Response of Metals in Evaluating Stress Corrosion Cracking /$cAA. Hochrein, A. Thiruvengadam. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aAn experimental investigation of stress corrosion cracking in metals is reproted for several alloy-corrodent systems. Internal damping measurements are made on the metals in the as-received condition and after they have been exposed to a corrosive environment. Data curves are reported for different grain sizes of 2024-T4 aluminum in a mercury-corrodent environment and for 304 stainless steel in boiling MgCl2. Considerable changes in the diffusion peaks of these alloys are observed following their exposure in a stressed state to the environment in which they are known to be susceptible to stress corrosion cracking. Corroborative tests on electrolytic copper stressed in a corroding environment of air-saturated synthetic seawater indicate no changes in its internal damping characteristics. This material is immune to stress corrosion cracking in the seawater environment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamping. =650 \0$aMechanisms. =650 \0$aSusceptibility. =650 \0$aDynamic response. =650 \0$aStress corrosion. =650 \0$aInternal friction. =650 \0$aDetection techniques. =650 \0$aEnvironmental cracking. =650 \0$aDamping (Mechanics) =650 \0$aOscillations. =650 14$aStress corrosion. =650 24$aDamping. =650 24$aInternal friction. =650 24$aDynamic response. =650 24$aEnvironmental cracking. =650 24$aSusceptibility. =650 24$aMechanisms. =650 24$aDetection techniques. =700 1\$aThiruvengadam, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10121J.htm =LDR 02314nab a2200553 i 4500 =001 JTE10118J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10118J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10118J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.14 =082 04$a620.11233$223 =100 1\$aRack, HJ.,$eauthor. =245 10$aMechanical Properties of Cast Tin-Lead Solder /$cHJ. Rack, JK. Maurin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe tensile behavior of a near eutectic tin-lead solder has been determined as a function of various solidification parameters. The results indicate that at solidification rates observed in solder joints the solder alloy possesses superplastic properties similar to those previously observed in deformed and aged alloys. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSolders. =650 \0$aEvaluation. =650 \0$aTin alloys. =650 \0$aMechanical properties. =650 \0$aLead containing alloys. =650 \0$aSuperplasticity. =650 \0$aPlasticity. =650 14$aSolders. =650 24$aMechanical properties. =650 24$aSuperplasticity. =650 24$aEvaluation. =650 24$aTin alloys. =650 24$aLead containing alloys. =700 1\$aMaurin, JK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10118J.htm =LDR 02778nab a2200601 i 4500 =001 JTE10117J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10117J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10117J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA450 =082 04$a621.36$223 =100 1\$aJohnston, CD.,$eauthor. =245 10$aWaste Glass as Coarse Aggregate for Concrete /$cCD. Johnston. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe paper reports on the performance of 34 different concrete mixes containing glass crushed to ¾-in. (19-mm) maximum size as coarse aggregate and six reference mixes made with gravel of the same size. Two cements of alkali equivalent 0.58 and 1.13, classifiable as low and high alkali (ASTM C 150-72), in amounts ranging from 400-900 lb/yd3 (237-534 kg/m3 were used in combination with glass both with the fines removed and in the as-crushed condition. Partial cement replacement with fly ash and mixing of glass with gravel aggregate were included in an attempt to find a suitable method of overcoming the expected adverse effects of the reaction between glass and cement alkalis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConcretes. =650 \0$aExpansion. =650 \0$aAggregates. =650 \0$aConcrete age. =650 \0$aPortland cements. =650 \0$aFlexural strength. =650 \0$aCompressive strength. =650 \0$aAlkali-silica reaction. =650 \0$aGlass. =650 14$aGlass. =650 24$aAggregates. =650 24$aConcretes. =650 24$aPortland cements. =650 24$aAlkali-silica reaction. =650 24$aCompressive strength. =650 24$aFlexural strength. =650 24$aExpansion. =650 24$aConcrete age. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10117J.htm =LDR 02460nab a2200565 i 4500 =001 JTE10124J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10124J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10124J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLB1075 =082 04$a150$223 =100 1\$aShewchuk, J.,$eauthor. =245 10$aDecreasing the Fatigue Strength Reduction Factor by Dimpling /$cJ. Shewchuk. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aA new approach to decreasing the fatigue strength reduction factor of holes in ductile sheet metallic material is presented. The material is first stretched by dimpling centering about the region where the hole is to be made. Subsequent flattening of the material creates residual compressive stresses in the dimple region. The hole is then drilled leaving the peripheral material in a state of compressive stress. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDimpling. =650 \0$aStresses. =650 \0$aCycles to failure. =650 \0$aDuctile sheet metal. =650 \0$aFatigue (materials) =650 \0$aCompressive properties. =650 \0$aFatigue. =650 \0$aExhaustion. =650 14$aFatigue (materials) =650 24$aFatigue strength reduction factor. =650 24$aDuctile sheet metal. =650 24$aDimpling. =650 24$aStresses. =650 24$aCompressive properties. =650 24$aCycles to failure. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10124J.htm =LDR 03033nab a2200565 i 4500 =001 JTE10122J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10122J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10122J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRD101 =082 04$a617.1/5$223 =100 1\$aJones, MH.,$eauthor. =245 10$aAxial Alignment Fixtures for Tension Tests of Threaded Specimens /$cMH. Jones, RT. Bubsey, G. Succop, WF. Brown. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aA fixture of simple design is described that is capable of providing very low eccentricity of loading in tension tests of threaded specimens. This fixture is suitable for use with the Method for Screening Tests Using Sharply Notched Cylindrical Specimens proposed by ASTM Committee E-24 on Fracture Testing of Metals. A special ½-in.-diameter (12.7-mm-diameter) evaluation specimen and associated procedure is described which is useful for determining the maximum bending that might be encountered in routine use of the fixture. The results obtained using this technique show that the maximum bending stress can be reliably limited to less than five percent of the average axial stress for an axial stress equal to or greater than 30 ksi (207 MPa) on the evaluation specimen. This evaluation technique is also suitable for verification of the satisfactory performance of other types of fixtures intended for use in the tension testing of sharply notched cylindrical specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aToughness. =650 \0$aNotch tests. =650 \0$aTension tests. =650 \0$aFracture strength. =650 \0$aAlignment fixtures. =650 \0$aFractures. =650 14$aFracture strength. =650 24$aToughness. =650 24$aKIc. =650 24$aNotch tests. =650 24$aTension tests. =650 24$aAlignment fixtures. =700 1\$aBubsey, RT.,$eauthor. =700 1\$aSuccop, G.,$eauthor. =700 1\$aBrown, WF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10122J.htm =LDR 02774nab a2200541 i 4500 =001 JTE10119J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10119J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10119J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA347.F5 =082 04$a620.001/51825$223 =100 1\$aFrancis, EC.,$eauthor. =245 10$aFracture of Rocket Grain Models Subjected to Cooldown :$bA Study of Temperature-Initiated Fractures of Two-Dimensional Rocket Grain Models /$cEC. Francis, LI. Deverall, HJ. Zitzer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aA method is presented for evaluating two-dimensional crack behavior resulting from thermal cooldown loading of rocket motor configurations in which the grain is bonded to a stiff case. The associated analytical solution used to quantitatively interpret the data is also presented. For three different grain geometries of a brittle epoxy tested, comparison was quite good between analytical predictions (using elastic fracture mechanics methods) and experimental observations. The results of this study can be applied to fracture analyses of solid propellant rocket grains and other structures containing cracks extending partially through the thicknesses of the structures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFailure. =650 \0$aModel tests. =650 \0$aTemperature. =650 \0$aCracking (fracturing) =650 \0$aFinite element analysis. =650 \0$aEngineering mathematics. =650 14$aCracking (fracturing) =650 24$aTemperature. =650 24$aModel tests. =650 24$aFailure. =650 24$aFinite element analysis. =700 1\$aDeverall, LI.,$eauthor. =700 1\$aZitzer, HJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10119J.htm =LDR 03066nab a2200517 i 4500 =001 JTE10120J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10120J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10120J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7885 =082 04$a621.39$223 =100 1\$aGoodman, ML.,$eauthor. =245 10$aComputer-Aided Interpretation of Stress-Strain Curves /$cML. Goodman, GJ. Jorgensen, BC. Wonsiewicz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA computer scheme for interpreting stress-strain curves has been developed using two basic algorithms. The first locates the initial linear portion of the curve by comparing the fit of linear and quadratic curves to the data. The second determines the intersection of the offset line with the data. The scheme was tested by comparing computer results with manual results obtained by skilled observers. Results were good: tensile strength and 0.2 percent offset yield strength showed small differences, less than 2 percent. For the modulus and yield strength at 0.01 percent offset, the differences between the various observers were more significant than the differences between the computer results and the observers. For 32 samples (95 specimens) the computer results for the modulus were generally within ±2 percent of the average of the results from four observers and within ±10 percent for the 0.01 percent yield strength. Based on these results, a standard computer program has been developed which generates graphical summaries of the mechanical properties in a form suitable for permanent records. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAutomated tests. =650 \0$aMechanical tests. =650 \0$aStress strain diagrams. =650 \0$aComputers. =650 \0$aElectronic computers. =650 14$aMechanical tests. =650 24$aComputers. =650 24$aStress strain diagrams. =650 24$aAutomated tests. =700 1\$aJorgensen, GJ.,$eauthor. =700 1\$aWonsiewicz, BC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10120J.htm =LDR 02814nab a2200613 i 4500 =001 JTE10320J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10320J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10320J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126$223 =100 1\$aPutatunda, SK.,$eauthor. =245 10$aDetermination of Fracture Toughness by CTOD Resistance Curve Method /$cSK. Putatunda. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aFracture toughness ?i of AISI 4340 steel in the hardened and tempered condition has been determined by the multiple-specimen CTOD (crack tip opening displacement) resistance curve method. This fracture toughness ?i value has been compared with the JIc fracture toughness also obtained by the multiple-specimen JR curve technique. The investigation also examines the effect of specimen size, thickness, and width on ?i and ?R curve behavior. The effect of these parameters on the constraint factor m in the J-? relationship has also been examined. Compact tension specimens with TL orientation were used. All specimens satisfied ASTM E 813 standard size requirements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWidth. =650 \0$aThickness. =650 \0$aJ-integral. =650 \0$aResistance curve. =650 \0$aStretch zone size. =650 \0$aFracture toughness. =650 \0$aFracture. =650 \0$aFracture mechanism. =650 \0$aToughness. =650 14$aFracture toughness. =650 24$aJIc. =650 24$a?i. =650 24$aCrack tip opening displacement. =650 24$aJ-integral. =650 24$aResistance curve. =650 24$aStretch zone size. =650 24$aThickness. =650 24$aWidth. =650 24$aMultiple-specimen technique. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10320J.htm =LDR 03190nab a2200529 i 4500 =001 JTE10312J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10312J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10312J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN690.7 =082 04$a671.7/2$223 =100 1\$aParvathavarthini, N.,$eauthor. =245 12$aA Modified Metallographic Method to Detect Sensitization in Type 316 Stainless Steel /$cN. Parvathavarthini, RK. Dayal, JB. Gnanamoorthy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aFor detecting susceptibility to intergranular corrosion (IGC) in austenitic stainless steels, ASTM Recommended Practices for Detecting Susceptibility to Intergranular Attack in Austenitic Stainless Steels (A 262), Practice A (metallographic test), serves as a screening test. Alloys showing "step" or "dual" structures are considered to have passed the test. When a "ditch" structure is obtained, the material needs further testing by one of the immersion tests (Practices B, C, D, or E). It has been observed that the electro-etching parameters of Practice A are rather severe, leading to the development of "ditch" structures in nonsensitized materials which are not susceptible to IGC. A modified etching technique has been developed in which nonsensitized samples of Type 316 stainless steel as detected by Practice E show step structure or no structure at all; ditch structure is developed only in the cases of samples heat treated close to or within the sensitization range. Use of this technique could result in a reduction of the number of specimens that must be tested by one of the other practices in ASTM A 262. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIntergranular corrosion. =650 \0$aType 316 stainless steel. =650 \0$aMetallographic test. =650 \0$aStainless steels. =650 \0$aSensitization. =650 14$aSensitization. =650 24$aStainless steels. =650 24$aIntergranular corrosion. =650 24$aMetallographic test. =650 24$aType 316 stainless steel. =700 1\$aDayal, RK.,$eauthor. =700 1\$aGnanamoorthy, JB.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10312J.htm =LDR 02564nab a2200541 i 4500 =001 JTE10317J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10317J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10317J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE200 =082 04$a625.8$223 =100 1\$aMartinez Chavez, JJ.,$eauthor. =245 12$aA Rapid Test for Asphalt Content of Bituminous Mixtures /$cJJ. Martinez Chavez, DN. Winslow. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aA simple test procedure has been developed that greatly speeds the determination of the asphalt content of hot-mix bituminous mixtures. It involves a brief but thorough mixing of standard quantities of a bituminous mixture and trichloroethylene. The transmittance of light by the asphalt-trichloroethylene solution is then measured and correlated with the asphalt content of the mixture. The method takes about 5 min and uses reasonably inexpensive equipment that is highly portable. Preliminary tests indicate that the new method is as accurate as existing methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRapid test. =650 \0$aTest method. =650 \0$aBituminous mixtures. =650 \0$aLight transmittance. =650 \0$aCement. =650 \0$aArtificially cemented. =650 \0$aAsphalt content. =650 14$aBituminous mixtures. =650 24$aAsphalt content. =650 24$aTest method. =650 24$aLight transmittance. =650 24$aRapid test. =700 1\$aWinslow, DN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10317J.htm =LDR 02674nab a2200541 i 4500 =001 JTE10314J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10314J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10314J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN271.P4 =082 04$a622/.1828$223 =100 1\$aRao, BCS,$eauthor. =245 10$aErosion of Phosphor Bronze under Cavitation Attack in a Mineral Oil /$cBCS Rao, DH. Buckley. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aExperimental investigations on erosion of a copper alloy, phosphor bronze, under cavitation attack in a viscous mineral oil are presented. The details of pit formation and erosion were studied using scanning electron microscopy. The mean depth of penetration, the variations in surface roughness, and the changes in erosion pit size were studied. Cavitation pits formed initially over the grain boundaries while the surface grains were plastically deformed. Erosion of surface grains occurred largely by ductile fracture involving microcracking and removal in layers. The ratio h/a of the depth h to half width a of cavitation pits increased with test duration from 0.047 to 0.55. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPit geometry. =650 \0$aPit formation. =650 \0$aPhosphor bronze. =650 \0$aCavitation erosion. =650 \0$aMineral oil. =650 \0$aOil fields$xProduction methods. =650 \0$aMineral. =650 14$aCavitation erosion. =650 24$aMineral oil. =650 24$aPhosphor bronze. =650 24$aPit formation. =650 24$aPit geometry. =700 1\$aBuckley, DH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10314J.htm =LDR 03358nab a2200673 i 4500 =001 JTE10318J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10318J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10318J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA459 =082 04$a620.1/6$223 =100 1\$aKurita, M.,$eauthor. =245 10$aUse of X-Ray Diffraction with the Gaussian Curve Method to Evaluate the Hardening in Quenched Steels /$cM. Kurita, I. Ihara, M. Shinbo, H. Koguchi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aAn X-ray diffraction line will broaden considerably when steels transform to martensite on quenching. Slack quenched steels contain a mixed martensite and fine pearlite structure which produces an anomalous diffraction line profile with a sharp peak superimposed on a broad base. The sharpness of the diffraction line peak can be measured by using a constant of the Gaussian curve fitted to the peak. This constant (denoted GCP) for completely hardened steels increases with increasing carbon content up to 0.7 wt% carbon. At higher carbon contents, the GCP becomes almost constant. Also, the GCP increases with increasing hardness along a single curve independently of carbon content. The GCP for the slack quenched steels is smaller than that for the completely hardened steels. Extent of hardening of the slack quenched steels having a sharp diffraction line peak can be evaluated rapidly and nondestructively by comparing their GCP value with that for the completely hardened steels. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aFerrite. =650 \0$aHardness. =650 \0$aTempering. =650 \0$aMartensite. =650 \0$aQuench hardening. =650 \0$aX-ray diffraction. =650 \0$aNondestructive test. =650 \0$aQuenching (cooling) =650 \0$aSteel industry and trade. =650 \0$aEmployee ownership. =650 \0$aSteel. =650 14$aSteels. =650 24$aQuenching (cooling) =650 24$aTempering. =650 24$aQuench hardening. =650 24$aHardness. =650 24$aMartensite. =650 24$aFerrite. =650 24$aX-ray diffraction. =650 24$aNondestructive test. =700 1\$aIhara, I.,$eauthor. =700 1\$aShinbo, M.,$eauthor. =700 1\$aKoguchi, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10318J.htm =LDR 02716nab a2200493 i 4500 =001 JTE10313J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10313J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10313J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7871.3 =082 04$a671.52$223 =100 1\$aFukakura, J.,$eauthor. =245 10$aEstimation of Fatigue Life at Elevated Temperature of Electron Beam Weldments of Alloy 718 /$cJ. Fukakura, T. Mori. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aAxial displacement-controlled fatigue tests were conducted at 600°C on smooth solid cylindrical specimens of Alloy 718 with electron beam weldments. By monitoring the diametral strain response of the heat-softened region, relationships between strain amplitude and fatigue life, and between cyclic stress and strain, were obtained. Using the cyclic stress-strain curve of the soft region, the load-controlled fatigue test results corresponded to the axial displacement-controlled test results. Subsequently, a simple model of strain sharing in the weldment was established for cyclic loading in order to estimate the fatigue life. Using the model, the fatigue life of a welded specimen under axial loading was estimated as a function of gage length, considering the effect of gage length on strain concentration in the soft region. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aElectron beam welding. =650 \0$aLaser welding. =650 \0$aElevated temperature. =650 14$aFatigue. =650 24$aElevated temperature. =650 24$aAlloy 718. =650 24$aElectron beam welding. =700 1\$aMori, T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10313J.htm =LDR 02885nab a2200589 i 4500 =001 JTE10316J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10316J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10316J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.72 =082 04$a620.1/1292$223 =100 1\$aWood, FW.,$eauthor. =245 10$aErosion by Solid-Particle Impacts :$bA Testing Update /$cFW. Wood. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aA workshop on erosion by solid particles focused attention on the status of applicable testing technologies. ASTM Standard G 76-83, in which erodent particles are entrained in gas jets, was reviewed, and procedural variations based on it were described and discussed. Among the factors considered were cratering, particle fluxes, particle feeding, and the characteristics of nozzles, specimen surfaces, and erodent particles. Many effects of the foregoing factors are not yet fully understood. Jet-type erosion tests such as ASTM G 76 cannot simulate all practical circumstances in which erosion by solid particles occurs. Therefore the development of additional standardized testing procedures is needed. Two alternatives, slinger-type testing and wind-tunnel testing, with potential for further development were described. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWear. =650 \0$aErosion. =650 \0$aAbrasives. =650 \0$aWear testing. =650 \0$aErosion testing. =650 \0$aParticle impingement. =650 \0$aParticle impact damage. =650 \0$aErosion test. =650 \0$aErosions. =650 \0$aMaterials$xTesting. =650 14$aAbrasives. =650 24$aErosion. =650 24$aErosion testing. =650 24$aParticle impact damage. =650 24$aParticle impingement. =650 24$aWear. =650 24$aWear testing. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10316J.htm =LDR 03165nab a2200625 i 4500 =001 JTE10319J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10319J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10319J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA459 =082 04$a620.1/6$223 =100 1\$aNogata, F.,$eauthor. =245 10$aFracture Mechanics Evaluation of Irradiation Embrittlement in Reactor Vessel Steels Based on the Rate Process Concept /$cF. Nogata, H. Takahashi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aA new evaluation procedure for the critical fracture toughness (KIc, KId) from Charpy-V impact absorbed energy is presented. The strain-rate/temperature effect on the cleavage-controlled fracture toughness transition is first explained by applying the concept of a stress-dependent rate process for fracture initiation. The expression described in terms of the Charpy-V energy ratio, Cv-us/Cv, for fracture toughness under a constant strain rate is newly derived. The feasibility of the new procedure for evaluating the irradiation embrittlement of reactor pressure vessel steel, such as SA533B-1, is here verified utilizing the data for both unirradiated and irradiated materials in the literature. Another method for the determination of coefficients in the new expression from the Cv-fitting curve is also presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSA533B steel. =650 \0$aReactor vessel. =650 \0$aCleavage fracture. =650 \0$aCharpy impact test. =650 \0$aFracture mechanics. =650 \0$aToughness evaluation. =650 \0$aIrradiation embrittlement. =650 \0$aSteel industry and trade. =650 \0$aEmployee ownership. =650 \0$aSteel. =650 14$aIrradiation embrittlement. =650 24$aToughness evaluation. =650 24$aFracture mechanics. =650 24$aReactor vessel. =650 24$aCharpy impact test. =650 24$aSA533B steel. =650 24$aReactor surveillance test. =650 24$aTemperature/strain-rate effect. =650 24$aCleavage fracture. =700 1\$aTakahashi, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10319J.htm =LDR 02851nab a2200517 i 4500 =001 JTE10315J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10315J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10315J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT55 =082 04$a658.382$223 =100 1\$aIrvine, CH.,$eauthor. =245 10$aEvaluation of the Effect of Contact-Time When Measuring Floor Slip Resistance /$cCH. Irvine. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aTo test the slip resistance of shoe and floor materials, the Horizontal pull Slipmeter (HPS) is normally placed on a smooth floor surface and then connected to a capstan which applies force to overcome friction. This normal procedure was compared with a laboratory modification of the normal HPS operation: the meter was placed on the floor at the same time the capstan began applying the lateral force. Results from 1360 measurements involving 17 shoe-sole materials and two floor materials, wet and dry, were as follows: (1) differences in time of contact between shoe sole and floor materials affected the slip resistance for some materials, and (2) dry leather materials were most consistently and substantially affected, whereas other affected materials showed relatively small differences. Previous researchers have shown dry leather to be generally less slip resistant than other shoe-sole materials. Results from this evaluation study may be used in support of these previous findings. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShoes. =650 \0$aFloors. =650 \0$aWalking. =650 \0$aFalling accidents. =650 \0$aAccidents. =650 \0$aSliptesting. =650 14$aSliptesting. =650 24$aFalling accidents. =650 24$aFloors. =650 24$aShoes. =650 24$aWalking. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10315J.htm =LDR 03772nab a2200613 i 4500 =001 JTE102919 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102919$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102919$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8/5$223 =100 1\$aPunith, V. S.,$eauthor. =245 10$aLaboratory Evaluation of Stone Matrix Asphalt Mixtures with Polyethylene and Cellulose Stabilizers /$cV. S. Punith, Sridhar Raju, Kantha Kumar. K, Sunil Bose, A. Veeraragavan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b38 =520 3\$aThis paper deals with the viability of using reclaimed polyethylene (PE) derived from low-density PE carry bags in shredded form collected from domestic waste as stabilizing fibers to evaluate the performance of stone matrix asphalt (SMA). Conventional SMA mixtures were used as reference mixture and were prepared using 60/70-grade asphalt cement and cellulose fibers as stabilizer. The use of PE-modified binder (PEMB) was also investigated as stabilizer in SMA mixtures. The performance of these mixtures was evaluated by conducting draindown, moisture susceptibility test, aging test, rutting test, creep test, permeability test, and fatigue life tests. The PE fibers reinforce the binder system, resulting in the increase in the viscosity of the system. Draindown test results indicated that PE fibers can be effectively used as a stabilizer in SMA to retard draindown of binder and mineral filler. To study the behaviour of SMA mixtures with different additives, mixtures were designed by Marshall and Superpave. Results showed that mixtures designed by Superpave yielded in 0.2 % reduced asphalt content compared to mixtures designed by the Marshall method. From the present study, results indicated that mixtures prepared with PE fibers showed improved performance than reference SMA mixtures with cellulose fibers. Mixtures prepared with PEMB showed improved performance properties compared to mixtures with PE fibers and cellulose fibers. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aRutting. =650 \0$aStabilizer. =650 \0$aCellulose fiber. =650 \0$aStone matrix asphalt. =650 \0$aReclaimed polyethylene. =650 \0$aAsphalt$xAdditives. =650 \0$aAsphalt emulsion mixtures. =650 \0$aPavements, Asphalt$xDesign and construction. =650 14$aStone matrix asphalt. =650 24$aStabilizer. =650 24$aReclaimed polyethylene. =650 24$aCellulose fiber. =650 24$aRutting. =650 24$aCreep. =700 1\$aRaju, Sridhar,$eauthor. =700 1\$aKumar. K, Kantha,$eauthor. =700 1\$aBose, Sunil,$eauthor. =700 1\$aVeeraragavan, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102919.htm =LDR 03154nab a2200421 i 4500 =001 JTE102970 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102970$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102970$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTT199.7 =082 04$a736/.4$223 =100 1\$aStamatiades, George Pericles,$eauthor. =245 10$aInvestigation of the Condensation Potential Between Wood Windows and Sill Pans in a Warm, Humid Climate /$cGeorge Pericles Stamatiades. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aAs building envelope designers have become more attuned to the need to prevent moisture intrusion, window flashing has become more of an issue. Sill pans are an important component of many window flashing systems. These pans are constructed from a variety of materials, including metal, and are located beneath the window sill. Sill pans are also typically formed to have back dams and end dams so that they can redirect water that leaks through the window to the exterior. Draining the water to the outside requires a vented area between the sill pan and the window sill, and there is speculation that environmental humidity can condense within this space in warm, humid climates. This condition may be most severe when the sill pans are made from materials with high thermal conductivities, like metal. If water were to condense in this cavity, condensate may periodically contact the exposed underside of a window sill, which, if wooden, may cause decay. In order to determine if condensation-related moisture could negatively impact the performance of a window, a wood window was installed with a metal sill pan at the Oak Ridge National Laboratory's Natural Exposure Testing Facility near Charleston, SC, to measure parameters including temperature, humidity, and wood moisture content. Based on the testing results, recommendations are made to maximize moisture performance of wood windows installed with sill pans in warm, humid climates. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood Windows. =650 \0$aWood-carving. =650 \0$aWindows. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102970.htm =LDR 03253nab a2200541 i 4500 =001 JTE102916 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102916$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102916$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD58.9 =082 04$a658.4/063$223 =100 1\$aLin, Shin-Yi,$eauthor. =245 10$aOrganizational Performance Measurement System and International Tourist Hotels :$bA New Conceptual Framework /$cShin-Yi Lin, Hung-Lung Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b32 =520 3\$aDue to the change of market structure and other important tourism competitors' appearance, in Taiwan, the international tourist hotel (ITH) industry has been experiencing great competition for the past decade. Under these circumstances, hotel corporations not only attempt to establish more adequate services but also promote more incentives to attract consumers. The ITH intended to consolidate their market shares and enhanced their organizational operation and performance. Therefore, this study proposed a model to evaluate the ITH organizational performance. The proposed model adopted both Balanced Scorecard (BSC) and Analytic Hierarchic Process (AHP) techniques; then, based on combining BSC and AHP, a decision-making method for constructing evaluation model can provide the ITH industry decision-makers and administrators with valuable references of evaluating organizational performance. More importantly, the proposed model in this study can provide the ITH industry an accreditation policy as a reference material, making it highly applicable for academic and government purposes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPerformance evaluation. =650 \0$aBalanced scorecard (BSC) =650 \0$aOrganizational change. =650 \0$aOrganizational effectiveness. =650 \0$aOrganizational performance. =650 14$aOrganizational performance. =650 24$aBalanced scorecard (BSC) =650 24$aAnalytic hierarchic process (AHP) =650 24$aMulti-criteria decision-making. =650 24$a(MCDM) =650 24$aPerformance evaluation. =650 24$aInternational tourist hotel (ITH) =700 1\$aLin, Hung-Lung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102916.htm =LDR 03422nab a2200529 i 4500 =001 JTE103182 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103182$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103182$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE251 =082 04$a625.8$223 =100 1\$aYuan, Jianbo,$eauthor. =245 10$aApplication of Dynamic Compaction for Poorly Compacted Embankment /$cJianbo Yuan, Jianhua Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThis paper presents a successful application of dynamic compaction (DC) as a remedy to strengthen a poorly compacted expressway in Hunan (China). Comprehensive laboratory and in situ field tests were employed to determine the optimum drop height, number of tamping, grid spacing, and depth of densification that will achieve the most desirable results without damaging the underlying structure (culvert). Based on the density measurements and field observation, it was found that under Case I-2 conditions, the density increased from under 84 % to over 95 %. When the drop height was at 12 m, it caused heaving, an indication of displacing the soil plastically with no volume change. Thus, the optimal compaction parameters based on Case I-2 conditions were found to be 3.5 m spacing, 10 m drop height, 10 ton mass, and six tampings. The effectiveness of the DC under Case I-2 conditions was clearly demonstrated from the standard penetration test results, with a decrease of about ten blow counts for the top 4 m soil. In addition, there was a relative densification improvement of 50 % for the top 4.5 m soil. Case I-2 conditions were recommended to the highway authority, and it had been implemented to the entire expressway. A surface overlay was subsequently applied to the re-compacted embankment. To date (Spring 2010), no noticeable distresses have been observed after ~12 months of opening to traffic. No structural damage to the underlying culvert was found either. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRoadway. =650 \0$aDynamic compaction. =650 \0$aBackfill embankments. =650 \0$aPavement. =650 \0$aDensification. =650 \0$aPavement design. =650 14$aRoadway. =650 24$aPavement. =650 24$aDynamic compaction. =650 24$aBackfill embankments. =650 24$aDensification. =700 1\$aLiu, Jianhua,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103182.htm =LDR 02571nab a2200481 i 4500 =001 JTE103038 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103038$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103038$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.4 =082 04$a620.1/1292$223 =100 1\$aGraham, Stephen M.,$eauthor. =245 10$aDetermining the Slope and Quality of Fit for the Linear Part of a Test Record /$cStephen M. Graham, Matthew A. Adler. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aIt is often necessary to determine the slope of a linear region within a test record, and for standardization purposes, it is desirable to have a method for determining the slope that is not subjective. A fully automated algorithm is presented, which is independent of operator judgment for data sets that meet specific quality of data and fit criteria. The algorithm uses analysis of residuals to simulate the visual process of determining the linear region. Analysis of benchmark and real test data provide validation that the algorithm correctly differentiates between problem data (noisy, insufficient digital resolution, or no significant linear range) and good data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAnalysis of residuals. =650 \0$aMechanical testing. =650 \0$aMachinery$xTesting. =650 \0$aLinear regression. =650 14$aLinear regression. =650 24$aMechanical testing. =650 24$aAnalysis of residuals. =700 1\$aAdler, Matthew A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103038.htm =LDR 03647nab a2200565 i 4500 =001 JTE102995 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102995$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102995$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aNA2542.3 =082 04$a728$223 =100 1\$aUmeno, Tetsuya,$eauthor. =245 10$aMoisture Damage in Vented Air Space of Exterior Walls of Wooden Houses /$cTetsuya Umeno, Shuichi Hokoi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aMost of the exterior walls of wooden houses in Japan have a vented air layer between the exterior cladding and the insulation. This vented air layer is designed to dehumidify the exterior walls by discharging humidity to the outside and allowing outdoor air to enter, thereby decreasing the risk of condensation on the exterior wall during winter. It is assumed that the source of this moisture is the indoor air, and that the outdoor air is drier. However, the outdoor air is often highly humid during the rainy season and may become a source of moisture. The vented air layer also allows rain water to drain away. Any rain water penetrating through the exterior cladding is drained away through the vented air layer. However, rain can also enter the vented air space through the air inlets. Since it takes a certain amount of time for all the rain water to drain away, water may accumulate in the vented air layer and produce high humidity in the exterior wall. In order to evaluate the effectiveness of an exterior wall with a vented air layer, its hygrothermal characteristics should be investigated, taking the effect of rain water into consideration. This paper describes a case of moisture damage where stain appeared on the outer surface of the plywood wall in a wooden residential building. Experiments were carried out in climate chambers to clarify the conditions that are causing stain. Hygrothermal conditions in the vented air layer were simulated using heat, air, and moisture model, and the causes of staining were investigated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStain. =650 \0$aMoisture damage. =650 \0$aVented air layer. =650 \0$aNumerical analysis. =650 \0$aWooden residential building. =650 \0$aBuilding, Wooden. =650 \0$aClimate chamber. =650 14$aVented air layer. =650 24$aWooden residential building. =650 24$aHygrothermal characteristics. =650 24$aMoisture damage. =650 24$aClimate chamber. =650 24$aNumerical analysis. =650 24$aStain. =700 1\$aHokoi, Shuichi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102995.htm =LDR 03765nab a2200505 i 4500 =001 JTE102678 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102678$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102678$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.74 =082 04$a620.1/1233$223 =100 1\$aFang, Ping,$eauthor. =245 10$aSorption and Thermal Properties of Insulating Mortars with Expanded and Vitrified Small Ball /$cPing Fang, Phalguni Mukhopadhyaya, Kumar Kumaran, Caijun Shi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aExpanded vitrified small hollow ball (EVSB), made from a special type of perlite mineral is one of the recently developed materials in China. It is widely used as a cementitious thermal insulating mortar for building envelope construction in hot-humid areas of southern China. However, EVSB is a porous material sensitive to environmental moisture. The thermal insulating property of the EVSB mortar is dependent on its moisture transport and storage characteristics. In this study, hygroscopic sorption properties of EVSB mortars have been investigated in comparison with those of normal expanded perlite particle (NEPP) mortars. The Brunauer, Emmett and Teller specific surface area and the Barrett, Joyner and Halenda pore size distribution, as well as the scanning electron microscope micromorphologies of the mortars were assessed. It was observed that EVSB mortars had lower moisture sorption capacity than NEPP mortars when the relative humidity (RH) was higher than 70 % because of its lower total pore volume. The addition of water-repellent admixtures in the mortar decreased the moisture sorption capacity of EVSB mortars but still maintains the same physisorption isothermal characteristics. It is also evident that the thermal conductivity values of both NEPP and EVSB mortars increased rapidly when RH is above 90 %. However, the increased rate of thermal conductivity of NEPP mortars was apparently higher than that of EVSB mortars. It is hoped that finding from this study will help to develop a better understanding of the in situ thermal performance of the EVSB mortar used for the building envelope construction in hot and humid areas of southern China. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInsulating materials. =650 \0$aInsulation (Heat)$xThermal properties. =650 14$aExpanded vitrified small hollow balls. =650 24$aExpanded perlite particles. =650 24$aThermal insulating mortar. =650 24$aHygroscopic sorption properties. =650 24$aPore structure characteristics. =700 1\$aMukhopadhyaya, Phalguni,$eauthor. =700 1\$aKumaran, Kumar,$eauthor. =700 1\$aShi, Caijun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102678.htm =LDR 03648nab a2200565 i 4500 =001 JTE103028 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103028$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103028$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a624.2$223 =100 1\$aBandelj, Branko,$eauthor. =245 10$aFree Shrinkage of High Performance Steel Fiber Reinforced Concrete /$cBranko Bandelj, Drago Saje, Jakob Šušteršic, Jože Lopatic, Franc Saje. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThe paper deals with the results of an experimental investigation into the free shrinkage of high performance steel fiber reinforced concrete (HP-SFRC). The development over time of the autogenous, total, and drying shrinkage of HP-SFRC, with a steel fiber content of between 0.25 % and 2 % by volume and that of a comparable high performance concrete (HPC) without fibers, was studied. The laboratory investigations were also concerned with the effect of the length of steel fibers on the shrinkage of the composites. The results of measurements of the autogenous shrinkage of the investigated concretes, at an early age, are also shown. From the results of the experimental investigation, it can be seen that both the autogenous shrinkage and the total shrinkage of HP-SFRC are less than the values corresponding to the comparable HPC. By gradually adding longer steel fibers (l=30 mm) up to 1 % of the composite volume, the shrinkage of the HP-SFRC can be significantly reduced, whereas if the fiber content is further increased, only a relatively small reduction in the composite shrinkage can be achieved. When using shorter steel fibers (l=16 mm), the shrinkage of the composite can, with an increase in the fiber content, be noticeably reduced only up to a fiber content of 0.75 % by volume of the composite. When the volume content of the steel fibers is higher than 1 %, the workability of the composite becomes significantly poorer, especially when longer fibers are used. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteel fiber. =650 \0$aDrying shrinkage. =650 \0$aAutogenous shrinkage. =650 \0$aHigh performance concrete. =650 \0$aSteel. =650 \0$aFiber-reinforced plastics. =650 \0$aHigh performance. =650 14$aHigh performance concrete. =650 24$aSteel fiber. =650 24$aAutogenous shrinkage. =650 24$aDrying shrinkage. =700 1\$aSaje, Drago,$eauthor. =700 1\$aŠušteršic, Jakob,$eauthor. =700 1\$aLopatic, Jože,$eauthor. =700 1\$aSaje, Franc,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103028.htm =LDR 03187nab a2200529 i 4500 =001 JTE102905 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102905$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102905$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA402.5 =082 04$a5.1$223 =100 1\$aWang, Qingjun,$eauthor. =245 10$aFault Detection of Water Hydraulic Motor by Demodulated Vibration Signal Analysis with the Hilbert Transform and Genetic Algorithm /$cQingjun Wang, Hanxin Chen, Patrick Chua, Lim Geok Hian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe vibration signals analysis from the water hydraulic motor is the most modern technique for fault detection of water hydraulic motor. The machine's residual life is estimated by the detection of the fault presence and type at an earlier stage for the adequate plan of maintenance. The most important components in the impulsive vibration signal spectra are the rotational frequency and its harmonics as well as sidebands due to modulation phenomena. This paper studied the fault detection of fluid machines by the demodulated frequency components of the periodic impulse vibration signal. We apply the Hilbert transform to demodulate the characteristic envelope of the periodic impulsive signal to show the fundamental frequencies. The adaptive spectrogram is optimized to get the optimal parameters to show the characteristic frequencies of the Hilbert transform-based envelope of the vibration signals. The results show that it is applicable and effective to fault detection of water hydraulic motor by analyzing the demodulated frequency components of the periodic impulsive signal. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFault detection. =650 \0$aGenetic algorithm. =650 \0$aWater hydraulic motor. =650 \0$aGenetic algorithms. =650 \0$aHilbert transform. =650 14$aFault detection. =650 24$aHilbert transform. =650 24$aWater hydraulic motor. =650 24$aGenetic algorithm. =700 1\$aChen, Hanxin,$eauthor. =700 1\$aChua, Patrick,$eauthor. =700 1\$aHian, Lim Geok,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102905.htm =LDR 02641nab a2200505 i 4500 =001 JTE103037 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103037$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103037$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP159.C3 =082 04$a660/.2995$223 =100 1\$aCheng-Long, Yu.,$eauthor. =245 10$aPore Independent Crack Propagation of Glass-Alumina Functionally Graded Materials /$cYu. Cheng-Long, Jiang Hong-Tao, Wang Li-Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aCrack propagation of glass-alumina functionally graded materials prepared by a novel freeform fabrication method was investigated. Pores were intentionally introduced by partial decomposition of poly vinyl alcohol gel. Preferential distribution of pores adjacent the alumina particles is confirmed due to the integrated liquid-phase sintering process, especially the migration of the activated alumina interfaces towards the equilibrium state. Crack propagation and distribution were directly observed by scanning electron microscopy. Cracks propagate through the weakly bonded interfaces which finally cause the glass matrix to fracture. However, pores have little effect on the crack propagation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCracks/cracking. =650 \0$aAlumina. =650 \0$aGlass. =650 \0$aFunctionally graded materials. =650 14$aFunctionally graded materials. =650 24$aGlass. =650 24$aAlumina. =650 24$aCracks/cracking. =700 1\$aHong-Tao, Jiang,$eauthor. =700 1\$aLi-Li, Wang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103037.htm =LDR 03806nab a2200541 i 4500 =001 JTE102959 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102959$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102959$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH2235 =082 04$a693.8/3$223 =100 1\$aMorgan, Christopher M.,$eauthor. =245 10$aCase Study of Mechanical Control of Condensation in Exterior Walls /$cChristopher M. Morgan, Linda M. McGowan, Loren D. Flick. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aAn electronics manufacturing facility in Colorado was constructed with typical commercial steel framing containing fiberglass batt insulation with foil-facing as the vapor retarder. A large portion of the facility required constant positive space pressurization and an indoor relative humidity (RH) of 48 % RH at 21°C (70°F). Due to a lack of containment of the moist interior air, condensation formed in the exterior walls, in the roofing, on the window and door systems, and on the skylights of the facility, particularly along the north and east elevations of the building, which resulted in significant damage to the wall components and the inability of the HVAC system to remain properly balanced. The as-constructed exterior wall systems were evaluated for performance relative to the existing building mechanical system. It was determined that the as-designed and as-constructed exterior wall assemblies and components could not perform satisfactorily under the necessary indoor environmental requirements. Options were explored to improve the performance of the exterior wall assemblies and related details. Due to a number of constraints, it was decided that constructing new walls inside the as-constructed exterior walls and windows, thereby creating an "interstitial" space to separate the exterior walls from the interior building space for their full height and mechanically supplying warm, dry air to this interstitial space, was the desired method to correct the condensation problems that were occurring. These repairs have proven to be effective. This paper discusses the original design and construction, the method of evaluation of the condensation problems that occurred, and the design and results of the implemented repairs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWindows. =650 \0$aCondensation. =650 \0$aVapor barrier. =650 \0$aExterior walls. =650 \0$aPolyurethanes. =650 \0$aExterior walls$xThermal properties. =650 \0$aExterior walls$xProtection. =650 14$aCondensation. =650 24$aExterior walls. =650 24$aWindows. =650 24$aVapor barrier. =700 1\$aMcGowan, Linda M.,$eauthor. =700 1\$aFlick, Loren D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102959.htm =LDR 02854nab a2200517 i 4500 =001 JTE102753 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102753$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102753$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA684 =082 04$a620.1/126$223 =100 1\$aAlfano, M.,$eauthor. =245 10$aAnalysis of Fracture in Aluminum Joints Bonded with a Bi-Component Epoxy Adhesive /$cM. Alfano, F. Furgiuele, L. Pagnotta, G. H. Paulino. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b41 =520 3\$aAdhesive bonding is a viable alternative to traditional joining systems (e.g., riveting or welding) for a wide class of components belonging to electronic, automotive, and aerospace industries. However, adhesive joints often contain flaws; therefore, the development of such technology requires reliable knowledge of the corresponding fracture properties. In the present paper, the candidate mode I fracture toughness of aluminum/epoxy joints is determined using a double cantilever beam fracture specimen. A proper data reduction scheme for fracture energy calculation has been selected based on the results of a sensitivity analysis. Furthermore, a scanning electron microscope is used in order to explore the locus of failure. Finally, the experimental findings are assessed by means of numerical simulations of crack growth carried out using a cohesive zone model. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture. =650 \0$aEpoxy adhesive. =650 \0$aCohesive zone model. =650 \0$aSteel, Structural$xFracture. =650 \0$aSteel. =650 14$aEpoxy adhesive. =650 24$aFracture. =650 24$aCohesive zone model. =700 1\$aFurgiuele, F.,$eauthor. =700 1\$aPagnotta, L.,$eauthor. =700 1\$aPaulino, G. H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102753.htm =LDR 03638nab a2200517 i 4500 =001 JTE103108 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103108$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103108$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQP552.C42 =082 04$a571.6$223 =100 1\$aAl-Qadi, Imad L.,$eauthor. =245 10$aDevelopment of a Crack Sealant Adhesion Test (CSADT) Specification for Hot-Poured Bituminous Sealants /$cImad L. Al-Qadi, Elham H. Fini. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aCurrent crack sealant specifications utilize a simple empirical bond test [ASTM D5329, "Standard Test Methods for Sealants and Fillers, Hot-Applied, for Joints and Cracks in Asphaltic and Portland Cement Concrete Pavements"] to measure a sealant's ability to adhere to concrete briquettes. However, no correlation exists between the results of this standard test and a sealant's field performance. To bridge the gap between sealants' fundamental properties and field performance, performance-based guidelines for the selection of hot-poured crack sealants have been developed. This paper proposes a new test procedure to help assess the capability of sealants to adhere to the sides of cracks in pavement. The proposed crack sealant adhesion direct tensile (CSADT) test procedure calls for the use of a direct tensile tester with modifications to the end pieces and the specimen holder. Sealant is confined between two aluminum pieces, which will move apart at 0.05 mm/s until failure occurs. Failure load and the displacement at failure are recorded and then used to assess the sealant's adhesion capability. A crack created on one side of the assembly during specimen preparation determines the initial failure location and ensures that the failure occurs at the interface and not within the sealant. The specimen preparation is designed to simulate sealant installation, and experimental conditions have been developed to represent crack openings during pavement contraction in cold weather. The repeatability of the suggested procedure was acceptable with an average coefficient of variation of 10.9 %. No significant difference existed between two operators or between two test setups. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInterface. =650 \0$aCrack sealant. =650 \0$aAdhesion. =650 \0$aAdhesion failure. =650 \0$aBond energy. =650 14$aAdhesion. =650 24$aCrack sealant. =650 24$aBond energy. =650 24$aInterface. =650 24$aAdhesion failure. =700 1\$aFini, Elham H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103108.htm =LDR 02716nab a2200565 i 4500 =001 JTE102715 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102715$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102715$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC585 =082 04$a537.5$223 =100 1\$aWoolley, David E.,$eauthor. =245 10$aEdge Correction in Calculation of Dielectric Constant /$cDavid E. Woolley. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aWhen relative permittivity (relative dielectric constant) is calculated based on capacitance data from an unshielded, two-electrode fixture, edge capacitance corrections should be used. Corrections are given in ASTM D150-98 for the case of thin electrodes (such as foil) in several configurations. The ASTM formulas are based on multiple linear regression analysis of data from Scott and Curtis. In this study, a finite-element model of the original measurement setup is developed, and the model is verified against the original data. The model is used to do additional numerical experiments, and these new data are used to extend the range of the original regression formulas. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aElectrical. =650 \0$aEdge correction. =650 \0$aEdge capacitance. =650 \0$aDielectric constant. =650 \0$aFinite-element analysis. =650 \0$aDielectrics. =650 \0$aStatic dielectric constant. =650 14$aElectrical. =650 24$aDielectric constant. =650 24$aASTM D150. =650 24$aEdge correction. =650 24$aEdge capacitance. =650 24$aFinite-element analysis. =650 24$aFEA. =650 24$aANSYS. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102715.htm =LDR 03168nab a2200565 i 4500 =001 JTE102844 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102844$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102844$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8/5$223 =100 1\$aXiao, Feipeng,$eauthor. =245 10$aLaboratory Investigation of Fatigue Characteristics of Rubberized Asphalt Mixtures Containing Warm Asphalt Additives at a Low Temperature /$cFeipeng Xiao, Wenbin Zhao, Serji N. Amirkhanian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b34 =520 3\$aThe fatigue life of an asphalt pavement is directly related to various factors of a typical warm mix asphalt (WMA) mixture. Improving the understanding of the fatigue behavior of the rubberized WMA mixtures is helpful in recycling the scrap tires and saving energy. This study explores the utilization of the conventional fatigue analysis approach in investigating the cumulative dissipated energy, stiffness, and fatigue life of rubberized asphalt concrete mixtures containing WMA additives. The fatigue beams were made with one rubber type (-40 mesh ambient crumb rubber), two aggregate sources, two WMA additives (Asphamin and Sasobit), and tested at 5°C. The test results indicated that the addition of crumb rubber and WMA additive not only reduced the mixing and compaction temperatures of rubberized asphalt mixtures offset by crumb rubber but also slightly extended the long-term performance of pavement when compared with conventional asphalt mixtures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStiffness. =650 \0$aFatigue life. =650 \0$aDissipated energy. =650 \0$aWarm asphalt additive. =650 \0$aAsphalt$xAdditives. =650 \0$aAsphalt concrete. =650 \0$aAsphalt cement. =650 14$aRubberized asphalt concrete. =650 24$aWarm asphalt additive. =650 24$aMixing and compaction temperature. =650 24$aStiffness. =650 24$aDissipated energy. =650 24$aFatigue life. =700 1\$aZhao, Wenbin,$eauthor. =700 1\$aAmirkhanian, Serji N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102844.htm =LDR 04004nab a2200493 i 4500 =001 JTE102983 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102983$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102983$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH7683.H42 =082 04$a621.402$223 =100 1\$aOrdner, Elizabeth,$eauthor. =245 10$aFenestration Condensation Resistance :$bComputer Simulation and In Situ Performance /$cElizabeth Ordner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe purpose of this paper is to examine condensation rating procedures, specifically the procedures as defined by the National Fenestration Rating Council (NFRC), and to compare the standardized procedure with in situ performance data. The American Architectural Manufacturers Association (AAMA) was the first to develop standardized methods to compare fenestration system performance with respect to the formation of condensation. Following this, the NFRC developed its own procedure for developing condensation resistance values. The AAMA test method involves laboratory testing, while the NFRC method involves computer simulation. Both methods provide a rating system to enable relative ease in performance comparison between similar fenestration products. The ratings are based on standardized conditions (i.e., fenestration size and shape, fenestration surround, and environmental conditions) that do not account for the in situ conditions and therefore may not accurately predict actual performance. Recent literature has discussed the limitations of condensation resistance ratings relative to as-built conditions that can impact the formation of condensation on a fenestration system. For example, (1) installing spandrel panel insulation, although necessary to improve the thermal performance of a curtain wall, can lower surface temperatures of adjacent framing members; (2) existing interior blinds or drapery act as an insulator, which can cause the framing members to be colder; and (3) if the fenestration's thermal break is not aligned with the wall's insulation, the framing members can be subject to colder temperatures. This paper will focus on the NFRC rating procedure and examine a case study to demonstrate the differences between NFRC ratings, simulated surface temperatures using THERM and WINDOW computer software, and in situ measurements of a high-rise office building curtain wall. The case study will provide a representative illustration of how actual conditions can impact the fenestration product's in situ condensation resistance and provide insight on the condensation resistance of a representative curtain wall system. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCR rating. =650 \0$aFenestration. =650 \0$aCondensation. =650 \0$aMoisture control. =650 \0$aHumidity$xControl. =650 14$aCondensation. =650 24$aCR rating. =650 24$aFenestration. =650 24$aTHERM. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102983.htm =LDR 03039nab a2200505 i 4500 =001 JTE103069 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103069$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103069$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHA31.2 =082 04$a300/.1/5195$223 =100 1\$aPearn, W. L.,$eauthor. =245 10$aTwo Tests for Supplier Selection Based on Process Yield /$cW. L. Pearn, Mou-Yuan Liao, Chien-Wei Wu, Yao-Tsung Chu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aMarket share is highly corrected with customer satisfaction and business success; many companies increase their outsourcing level to keep their core competition. Supplier selection problems have become an important issue of production management. Process yield is a standard criterion in the manufacturing industry as a common measure on process performance. The index SPK provides an exact measure on the process yield for normal processes. However, most studies considered the assessment of index SPK for just one single supplier; the testing procedure for suppliers selection has not been done at present. Hence, the principal purpose of this research is to determine the more capable process between two competing suppliers. Two tests are presented based on SPK, and four bootstrap methods are used for obtaining the test statistics. By Monte Carlo simulations, performance comparisons of these methods are performed in terms of empirical size and selection power. Finally, a case on the color filter manufacturing process is investigated to demonstrate the applicability of the proposed method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSupplier selection. =650 \0$aBootstrap. =650 \0$aBootstrap (Statistics) =650 \0$aProcess yield. =650 14$aBootstrap. =650 24$aProcess yield. =650 24$aSupplier selection. =700 1\$aLiao, Mou-Yuan,$eauthor. =700 1\$aWu, Chien-Wei,$eauthor. =700 1\$aChu, Yao-Tsung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103069.htm =LDR 03452nab a2200529 i 4500 =001 JTE102845 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102845$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102845$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLD2668 =082 04$a660$223 =100 1\$aHu, Xiaodi,$eauthor. =245 12$aA New Laboratory Evaluation Method for the Adhesive Performance of Crack Sealants /$cXiaodi Hu, Fujie Zhou, Sheng Hu, Tom Scullion. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aCrack sealing is a practice used for routine and preventive maintenance as part of a pavement's preservation strategy. However, crack sealant failures are common in Texas, particularly within the first 3 years of application (or service life). The major causes of sealant failures can be classified under two categories: Adhesion failure and cohesion failure. Although both failures can lead to a significant reduction in the service life of a pavement structure, adhesive failure is in most cases the dominant failure type. Several laboratory tests such as rotational viscosity, penetration, softening point, ductility, and bond tests are currently used to evaluate the properties of crack sealants. Among these tests, the bond test is specifically used to evaluate the adhesive failure of crack sealants and the procedure of the bond test is well documented in ASTM D5329-07. However, the bond test often takes several days to complete, and the pass/fail criterion is determined through visual observation, which is a very subjective process. Furthermore, the correlation between the bond test and adhesive failure performance of crack sealants in the field was found to be either weak or non-existent. In an attempt to minimize these problems, a simple, fast, and adhesive performance-related laboratory test method is developed in this paper to ensure the proper selection of a sealant for a given project. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack sealant. =650 \0$aEvaluation method. =650 \0$aPavement maintenance. =650 \0$aAdhesive performance analysis. =650 \0$aAdhesive performance. =650 14$aPavement maintenance. =650 24$aCrack sealant. =650 24$aAdhesive performance. =650 24$aEvaluation method. =700 1\$aZhou, Fujie,$eauthor. =700 1\$aHu, Sheng,$eauthor. =700 1\$aScullion, Tom,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102845.htm =LDR 03110nab a2200517 i 4500 =001 JTE103135 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103135$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103135$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA276A1L28 =082 04$a519.2$223 =100 1\$aShiue, Yih-Chearng,$eauthor. =245 10$aDeveloping a New Foresight Model for Future Technology Evaluation in Electric Vehicle Industry /$cYih-Chearng Shiue, Chun-Yueh Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aScenario analysis (SA) is one of the methodologies utilized for forecasting issues within long-term events. Past researches have typically used SA to attain foresight into future issues that focus on a short-term time frame. Nevertheless, SA implies some weaknesses in that it is unable to define the transition between time states clearly and it cannot meaningfully explain how to forecast long-term uncertainty effectively and how to link present and future situations. Based on these weaknesses, we established a Markov SA (MASA) model that integrates the concept of vision, linking analysis planning, Markov chain, and SA so that we can improve the existing model for SA. The MASA model not only solves our insufficient information problem for a complete SA model but also classifies four categories for forecasting future events. The four categories that can confirm a future trend are (1) state of constancy, (2) state of disappearance, (3) state of change, and (4) state of uncertainty. This paper introduces the principles and application of the MASA model. A sample case study is given to explain how the MASA model can be applied. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aForesight. =650 \0$aLinking analysis planning. =650 \0$aMarkov chain. =650 \0$aScenario analysis. =650 \0$aVision. =650 14$aForesight. =650 24$aVision. =650 24$aLinking analysis planning. =650 24$aScenario analysis. =650 24$aMarkov chain. =700 1\$aLin, Chun-Yueh,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103135.htm =LDR 03814nab a2200529 i 4500 =001 JTE102768 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102768$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102768$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126$223 =100 1\$aRasuo, Bosko,$eauthor. =245 10$aExperimental Techniques for Evaluation of Fatigue Characteristics of Laminated Constructions from Composite Materials :$bFull-Scale Testing of the Helicopter Rotor Blades /$cBosko Rasuo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe importance of full-scale testing in the development process for composite laminated materials helicopter blades is discussed and illustrated by means of two examples drawn from the Aeronautical Department, Faculty of Mechanical Engineering's experience in the use of composites in a wide variety of structural applications. Laboratory fatigue testing is conducted at the Aeronautical Department on all flight-critical dynamic components in order to determine structural adequacy. In this paper, the analyses of behavior by fatigue testing for a main rotor blade for a light multipurpose helicopter propulsion system and a heavy transport helicopter tail rotor blade of composite laminated materials are given. The blades were fabricated from composite laminated materials. The contour of airfoil was formed by a continuous structural pocket, which had a Rohacell foam core and a fiberglass skin. The upper and lower skins were fabricated from woven fiberglass that was laid up with fibers oriented at 45° and 0°/90° to the blade's longitudinal axis. In the trailing edge of both skins, graphite fibers were placed for stiffening. Fatigue testing of the helicopter blades was accomplished in a special test facility designed to simulate the inflight loading. The applied test loads include simulated steady centrifugal, vibratory chordwise bending, vibratory flapwise bending, and vibratory torsional pitch motion. The fatigue analyses of these composite laminated structures were performed after fatigue test cycles for the detection of laminate separation, tolerance, and distortion of structure cross sections. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue characteristics. =650 \0$aHelicopter rotor blades. =650 \0$aFracture mechanics. =650 \0$aMaterials$xFatigue. =650 \0$aChemistry. =650 \0$aAutomotive and Aerospace Engineering, Traffic. =650 \0$aCharacterization and Evaluation of Materials. =650 \0$aContinuum Mechanics and Mechanics of Materials. =650 \0$aStructural Materials. =650 14$aFatigue characteristics. =650 24$aComposite laminated materials. =650 24$aHelicopter rotor blades. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102768.htm =LDR 02438nab a2200541 i 4500 =001 JTE10233J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10233J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10233J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH1098 =082 04$a693.9/7/0941$223 =100 1\$aKelkar, VY.,$eauthor. =245 10$aNondestructive Magnetic Measurements on Prefabricated Parts /$cVY. Kelkar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA method has been described to compare the magnetic reluctances of prefabricated parts of an electromagnetic system in a nondestructive way. The size and shape of such parts do not allow normal methods of measurement to be used. The method of measurement does not need any special instruments. The same procedure may be extended towards calculation of the B-H curve. The principle of measurement is applicable to both AC and DC excitations. The experimental data is also presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aB-H curve. =650 \0$aComparison. =650 \0$aReluctance. =650 \0$aDirect current. =650 \0$aAlternating current. =650 \0$aBuildings, Prefabricated. =650 \0$aPrefabrication. =650 14$aReluctance. =650 24$aComparison. =650 24$aPrefabrication. =650 24$aB-H curve. =650 24$aAlternating current. =650 24$aDirect current. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10233J.htm =LDR 02557nab a2200505 i 4500 =001 JTE10234J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10234J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10234J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aHayes, SV.,$eauthor. =245 10$aRate Sensitive Tensile Impact Properties of Fully and Partially Loaded Unidirectional Composites /$cSV. Hayes, DF. Adams. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aAn instrumented tensile impact test system with partial loading capabilities has been developed and tested. Hardware development included a low mass gripping system for tensile impact and a vibration-damped base and load cell. A standard pendulum type impact testing machine was modified for use. The rate sensitive material properties of unidirectional glass/epoxy and graphite/epoxy composite materials were investigated. The micromechanics of fracture within the composite caused by impact were studied, using partially loaded impact test specimens and scanning electron microscopy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImpact tests. =650 \0$aDynamic properties. =650 \0$aFractures (materials) =650 \0$aComposite materials. =650 \0$aTechnology & Engineerng$xMaterial Science. =650 14$aComposite materials. =650 24$aImpact tests. =650 24$aDynamic properties. =650 24$aFractures (materials) =700 1\$aAdams, DF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10234J.htm =LDR 02480nab a2200577 i 4500 =001 JTE10232J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10232J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10232J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.A6 =082 04$a620.1/86$223 =100 1\$aKuc, AP.,$eauthor. =245 14$aThe Effect of Varying Mean Stress on the Dimpled Loaded-Hole Fatigue Strength of 2024-T3 Aluminum Alloy /$cAP. Kuc, J. Shewchuk. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThe effect of mean stress on the fatigue strength of notched and unnotched metal components is well known. Recently, a residual stress technique known as dimpling has been developed and used for improving the zero-to-tension fatigue strength of loaded holes in thin sheet material. Experiments were conducted to investigate the effect of varying stress ratio on the dimpled loaded-hole fatigue strength. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNotched. =650 \0$aDimpling. =650 \0$aUnnotched. =650 \0$aMean stress. =650 \0$aResidual stress. =650 \0$aFatigue strength. =650 \0$aAluminum. =650 \0$aAluminum alloys. =650 14$aAluminum alloys. =650 24$aResidual stress. =650 24$aDimpling. =650 24$aMean stress. =650 24$aFatigue strength. =650 24$aNotched. =650 24$aUnnotched. =700 1\$aShewchuk, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10232J.htm =LDR 03218nab a2200565 i 4500 =001 JTE10235J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10235J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10235J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA479.C5 =082 04$a620.17$223 =100 1\$aBhuchar, VM.,$eauthor. =245 10$aExplanation of the Empirical Factor Recommended in the Permanganate Titration of High Chromium Stainless Steel from Tristumulus Chromaticity /$cVM. Bhuchar, AK. Majumdar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aExcess results of 0.6% are obtained for chromium in high chromium steels when analyzed according to the ASTM Chemical Analysis of Steel, Cast Iron, Open-Hearth Iron, and Wrought Iron (E 30). The excess results have been explained on the basis on the tristimulus chromaticity of the human photocell, that is, the eye. It is concluded that the 0.6% excess results are necessary because: (1) 6% of the excess is for the permanganate pink to show itself in colorless solution, (2) 30% of the excess is for the permanganate pink to overcome the green hue of the chromium and nickel sulfates present in the solution, and (3) the balance 64% of the excess is needed because of the oxidation of trivalent chromium by permanganate. The trichromatic coordinates of nickel sulfate and chromium sulfate solutions have been calculated both according to Commission Intérnationale d' Eclairage (CIE) 1931 recommendations, namely, x,y coordinates and also according to a perceptually more uniform chromatic system of color matching, that is, u,v coordinates. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPermanganate. =650 \0$aChromium steels. =650 \0$aSpectrophotometry. =650 \0$aTristimulus value. =650 \0$aChromium determination. =650 \0$aChromaticity coordinates. =650 \0$aChrome steel. =650 \0$aChromium alloys. =650 14$aChromium steels. =650 24$aTristimulus value. =650 24$aChromaticity coordinates. =650 24$aChromium determination. =650 24$aSpectrophotometry. =650 24$aPermanganate. =700 1\$aMajumdar, AK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10235J.htm =LDR 02601nab a2200529 i 4500 =001 JTE10230J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10230J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10230J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.C43 =082 04$a620.14$223 =100 1\$aAtkinson, AW.,$eauthor. =245 12$aA Rapid Technique for Estimating Fiber Lengths of Mineral Wools and Other Staples /$cAW. Atkinson, JM. Lancaster. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aA rapid and reproducible technique is described for estimating the mean length of staple fiber. A pad or felt prepared from the fiber is separated into two parts giving a torn edge, the diffuseness of which is proportional to the mean fiber length. This diffuseness may be quantified by illuminating the torn edge and measuring the changing light attenuation in a direction perpendicular to the line of separation. Absolute estimates of length are made by reference to calibration standards. The method is of particular value with brittle fibers such as mineral wools, for which it can otherwise be difficult to obtain reliable length data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLength. =650 \0$aGlass wool. =650 \0$aMineral wool. =650 \0$aStaple fibers. =650 \0$aCeramic fibers. =650 \0$aCeramic-matrix composites. =650 14$aStaple fibers. =650 24$aLength. =650 24$aMineral wool. =650 24$aGlass wool. =650 24$aCeramic fibers. =700 1\$aLancaster, JM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10230J.htm =LDR 03200nab a2200601 i 4500 =001 JTE10231J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10231J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10231J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC481 =082 04$a537.53$223 =100 1\$aKurita, M.,$eauthor. =245 10$aStatistical Analysis of X-ray Residual Stress Measurement Using the Half-Width Method /$cM. Kurita. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aX-ray stress measurement can be used to nondestructively measure the residual stress in small areas of metallic materials. The equation for calculating the standard deviation of the stress as a result of statistical counting errors ?S which are a fundamental source of scatter in X-ray stress measurements, is derived for the half-width method using the preset time technique. This equation shows that ?S is independent of the half-width of the diffraction line but is inversely proportional to the slope of the line side. Residual stresses in the three hardened steels, JIS S35C, S45C, and SK3, were determined by three methods, that is, the parabola and the Gaussian curve-fitting methods and the half-width method. The stress values determined by the three methods agreed well with each other. The standard deviation ?S determined by the half-width method is smaller than that determined by the curve-fitting methods for most materials, but it becomes larger as the diffraction line broadens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTool steels. =650 \0$aResidual stress. =650 \0$aQuench hardening. =650 \0$aStructural steels. =650 \0$aX ray diffraction. =650 \0$aNondestructive tests. =650 \0$aStatistical analysis. =650 \0$aX ray stress analysis. =650 \0$aX-rays$xDiffraction. =650 \0$aRayons X$xDiffraction. =650 14$aX ray stress analysis. =650 24$aResidual stress. =650 24$aQuench hardening. =650 24$aNondestructive tests. =650 24$aStatistical analysis. =650 24$aStructural steels. =650 24$aTool steels. =650 24$aX ray diffraction. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10231J.htm =LDR 02453nab a2200541 i 4500 =001 JTE10236J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10236J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10236J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD427.P4 =082 04$a628.1/6833$223 =100 1\$aRewick, RT.,$eauthor. =245 12$aA Dispersant Effectiveness Test Based on the Drop-Weight Interfacial Tension Test Method /$cRT. Rewick, KA. Sabo, JH. Smith. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aA simple apparatus has been developed for evaluating the effectiveness of surfactants in dispersing No. 6 fuel oil. The measurement, obtained by the drop-weight method and expressed in terms of the critical micelle concentration, is based on reduction of the interfacial tension between oil and water. The procedure described here is faster and less costly than other dispersant test methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDispersants. =650 \0$aSurfactants. =650 \0$aInterfacial tension. =650 \0$aEffectiveness testing. =650 \0$aDispersing agents. =650 \0$aChemical dispersants. =650 14$aDispersants. =650 24$aInterfacial tension. =650 24$aSurfactants. =650 24$aEffectiveness testing. =650 24$aCritical micelle concentration. =700 1\$aSabo, KA.,$eauthor. =700 1\$aSmith, JH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10236J.htm =LDR 04330nab a2200493 i 4500 =001 JTE100031 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100031$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100031$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a665.5388$223 =100 1\$aChen, J-S,$eauthor. =245 10$aDevice Harmonization to Determine Smoothness Specification for Asphalt Pavements /$cJ-S Chen, M-K Chang, K-Y Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aPavement smoothness is a key factor in determining highway user satisfaction. Because of technical limitations of traditional equipment and measurement procedures, the adequacy of a straightedge in characterizing roughness and having it relate to user response has come to question. One barrier to more widespread implementation of a new smoothness standard is the lack of objective, verifiable correlation methods for use in establishing specification limits. The purpose of this study was to (1) develop statistical approaches to harmonize two different measurement devices, i.e., a 3-m straightedge and an inertial profiler; and (2) determine the specification for flexible pavements. The device harmonization requires the development of procedures for statistically testing through comparisons to reference measurements. Data collected from 85 pavement sections on newly constructed and resurfaced highways were examined to demonstrate the device's ability to measure specific smoothness properties. Smoothness data are shown to be normally distributed according to the chi-squared test. Test results obtained from straightedge are found to be significantly different from those from profiler. Smoothness specifications applied for straightedge cannot be directly used to those for profiler. A conversion equation is developed to help contractors convert smoothness measurements between these two devices based on the same acceptance level. The International Roughness Index (IRI) obtained from the profiler appears to provide better measures of smoothness and better correlation with user response. Four following ranges are proposed for the smoothness specification according to the acceptance smoothness level: bonus, full pay, penalty, and correction. As the acceptance probability sets at 20%, the bonus threshold value should be less than 1.20 mm and 2.55 m/km for straightedge and profiler, respectively. The acceptance level is found to be below 2.60 mm and 3.60 m/km for straightedge and profiler, respectively. The demarcation line between penalty and correction is drawn at 95% of the acceptance probability with corresponding values of 3.35 mm and 4.10 m/km for straightedge and profiler, respectively. This research effort has developed a series of relationships between IRI and straightedge that can assist highway agencies in transitioning to IRI smoothness specification for pavements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDevice harmonization. =650 \0$aSmoothness specification. =650 \0$aAsphalt. =650 \0$aBituminous materials. =650 14$aAcceptance smoothness level. =650 24$aDevice harmonization. =650 24$aSmoothness specification. =700 1\$aChang, M-K,$eauthor. =700 1\$aLin, K-Y,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100031.htm =LDR 02358nab a2200517 i 4500 =001 JTE12660 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12660$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12660$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA645 =082 04$a624.1/7$223 =100 1\$aAbril, ER.,$eauthor. =245 14$aThe Influence of Initial Crack Length on Critical Stress Intensity Factor K1 /$cER. Abril. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aIt is postulated that initial crack length always affects the critical propagation of a crack, except when absolutely elastic materials are considered. The reason for this statement is explained, and a new fracture mechanics theory is presented and experimentally justified, complementing previous works in which it was partially developed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInelastic stresses. =650 \0$aCritical crack length. =650 \0$aStress intensity factor. =650 \0$aFatigue crack propagation. =650 \0$aStructural analysis (Engineering) =650 \0$aStrains and stresses. =650 14$aStress intensity factor. =650 24$aCritical crack length. =650 24$aInelastic stresses. =650 24$aAlternative theory of fracture mechanics. =650 24$aFatigue crack propagation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12660.htm =LDR 03060nab a2200553 i 4500 =001 JTE14254 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE14254$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE14254$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aKao, M-J,$eauthor. =245 10$aHydrophilic Characterization of Automotive Brake Fluid /$cM-J Kao, D-C Tien, C-C Ting, T-T Tsung. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThis paper presents significant experimental data for hydrophilic characterization of automotive brake fluids. A novel technique is developed for these measurements. Because brake fluid is well known as a hygroscopic fluid, its molecular O-H structure easily allows hydrogen bonding with hydromolecules, e.g., H2O. The moist brake fluid reduces the boiling point and moreover causes the deterioration of the functionality of the brake system. A proximal linear relationship between moisture content and its corresponding resistance for DOT3 brake fluid is found in this study, which uses the signal input of the electronic control unit (ECU) of the brake system. The applied technology of measurement is especially developed in the laboratory, which consists of two functions; the moisture meter and the automatic prewarning system. This instrument changes the controlling conception of a brake system from a passive regular check of brake fluid to an active prewarning for the drivers. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBrake oil. =650 \0$aHydromolecules. =650 \0$aHygroscopic fluid. =650 \0$aElectrical and Electronic Engineering. =650 \0$aMechanical Engineering. =650 \0$aCivil Engineering. =650 14$aHydrophilic characterization. =650 24$aHygroscopic fluid. =650 24$aHydromolecules. =650 24$aBrake oil. =650 24$aAutomatic prewarning system. =700 1\$aTien, D-C,$eauthor. =700 1\$aTing, C-C,$eauthor. =700 1\$aTsung, T-T,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE14254.htm =LDR 03047nab a2200553 i 4500 =001 JTE12716 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12716$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12716$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA780 =082 04$a624.154 UKD$223 =100 1\$aZhou, L.,$eauthor. =245 10$aStudying of the Dynamic Behavior of Pile Cushioning Materials in Pile Driving /$cL. Zhou, W. Lao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThe dynamic behavior of cushioning materials such as hardwood, particle board, pinewood, asbestos-rubber board, and disk springs are fully characterized by different experimental methods. These include static elastic modulus by static loading, dynamic elastic modulus by natural frequency using the cantilever method, dynamic stress-strain curve method, dynamic recovery coefficient by normal impact between a spherule and a plate, and the pile-driving test in a sand pit. The experimental results show that the relationships between dynamic stresses and strains of the pinewood and asbestos-rubber board are quite different compared with the static ones and subsequently result in greater elastic modulus and recovery coefficients. In comparison to the minor effect on reducing pile-driving stresses of the pile body for pinewood, disk springs are a preferred cushioning material because of their stable dynamic properties that can greatly reduce the driving compressive stresses of the pile body. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDisk springs. =650 \0$aPile driving. =650 \0$aElastic modulus. =650 \0$aCushioning materials. =650 \0$aRecovery coefficient. =650 \0$aPile drivers. =650 \0$aPiling (Civil engineering)$xEvaluation. =650 \0$aCushioning. =650 14$aCushioning materials. =650 24$aElastic modulus. =650 24$aRecovery coefficient. =650 24$aPile driving. =650 24$aDisk springs. =700 1\$aLao, W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12716.htm =LDR 03294nab a2200565 i 4500 =001 JTE100101 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100101$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100101$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLB1075 =082 04$a150$223 =100 1\$aMakabe, C.,$eauthor. =245 14$aThe Formation Mechanism of the Factory-Roof Pattern in a Torsional Fatigue Specimen with Circumferential Notch /$cC. Makabe, M. Anggit, T. Sueyoshi, T. Yafuso. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe formation mechanism of the factory-roof pattern in a circumferential notched specimen was examined. To achieve observation of the material's cracks internally, plastic material, that was acrylic, was used for the test. Cyclic torsional tests were performed with and without application of static tension. A factory-roof pattern was formed in the fracture surface when cyclic torsion tests were conducted with static tension. Formation of the factory-roof pattern was found to be dependent on testing conditions. When such a pattern was formed, many small cracks were initiated by shear mode, followed by their coalescence. The new cracks' initiation at the front of the shear mode cracks could be one of the reasons for the coalescence. After the coalescence and branching of cracks, the cracks grew under the control of the maximum principal stress criterion. This behavior was examined by direct observation of the cracks. The final fracture pattern showed the initiation of many shear-mode cracks and their succeeding coalescence. From those observations, we considered the formation of a factory-roof pattern model. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCyclic torsion. =650 \0$aFactory-roof pattern. =650 \0$aNew crack initiation. =650 \0$aCircumferential notch. =650 \0$aFatigue crack propagation. =650 \0$aFatigue. =650 \0$aExhaustion. =650 14$aFatigue crack propagation. =650 24$aFactory-roof pattern. =650 24$aCyclic torsion. =650 24$aCircumferential notch. =650 24$aNew crack initiation. =700 1\$aAnggit, M.,$eauthor. =700 1\$aSueyoshi, T.,$eauthor. =700 1\$aYafuso, T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100101.htm =LDR 02446nab a2200529 i 4500 =001 JTE14117 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE14117$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE14117$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1001.5 =082 04$a625.85$223 =100 1\$aPircher, M.,$eauthor. =245 10$aTesting of Rock Climbing Anchors /$cM. Pircher. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThe testing procedures for small rock anchors for various recreational activities including rock climbing are regulated in the European Standard EN959. This paper reports on the use of this testing method in a recent study on the strength of rock climbing anchors in sandstone with a relatively low compressive strength. Some limitations of this method were identified and modifications were implemented in order to overcome these limitations. The modified testing procedure and some representative test results are summarized. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrength. =650 \0$aTesting method. =650 \0$aRepetitive loading. =650 \0$aRock climbing anchors. =650 \0$aGuy anchors$xTesting. =650 \0$aNondestructive testing. =650 \0$aRock bolts$xTesting. =650 14$aRock climbing anchors. =650 24$aEN959. =650 24$aTesting method. =650 24$aStrength. =650 24$aRepetitive loading. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE14117.htm =LDR 02446nab a2200529 i 4500 =001 JTE13113 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE13113$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE13113$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a620.1/123$223 =100 1\$aZhang, J-M,$eauthor. =245 10$aEvaluation of Residual Stress in Fiber-Textured Films by X-ray Diffraction /$cJ-M Zhang, K-W Xu, V. Ji. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThe X-ray method is used extensively to determine the residual stress in bulk or thin film materials on the assumptions that the material is composed of fine crystals with random orientation and the stress state is biaxial and homogeneous through the X-ray penetrating region. But the method cannot be used in textured films due to oscillations in ? -sin2 ? relation. In this paper, a new method is proposed for measuring residual stress in cubic films with any [hkl] fiber texture. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aThin film. =650 \0$aFiber texture. =650 \0$aResidual stress. =650 \0$aResidual stresses. =650 \0$aFiber-Textured Films. =650 \0$aX-ray Diffraction. =650 14$aThin film. =650 24$aFiber texture. =650 24$aResidual stress. =650 24$aX-ray diffraction. =700 1\$aXu, K-W,$eauthor. =700 1\$aJi, V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE13113.htm =LDR 03520nab a2200541 i 4500 =001 JTE14081 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE14081$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE14081$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC721 =082 04$a539.7213$223 =100 1\$aCatherine, CS.,$eauthor. =245 13$aAn Internal Conical Mandrel Technique for Fracture Toughness Measurements on Nuclear Fuel Cladding /$cCS. Catherine, D. Le Boulch, S. Carassou, N. Ramasubramanian, C. Lemaignan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aAn understanding of the limiting stress level for crack initiation and propagation in a fuel cladding material is a fundamental requirement for the development of water reactor clad materials. Conventional tests, in use to evaluate fracture properties, are of limited help, because they are adapted from ASTM standards designed for thick materials, which differ significantly from fuel cladding geometry (small diameter thin-walled tubing). The Internal Conical Mandrel (1CM) test described here is designed to simulate the effect of fuel pellet diametrical increase on a cladding with an existing axial throughwall crack. It consists in forcing a cone, having a tapered increase in diameter, inside the Zircaloy cladding with an initial axial crack. The aim of this work is to quantify the crack initiation and propagation criteria for fuel cladding material. The crack propagation is monitored by a video system for obtaining crack extension ?a. A finite-element (FE) simulation of the ICM test is performed in order to derive J integrals. A node release technique is applied during the FE simulation for crack propagation and the J-resistance curves (J-?a) are generated. This paper presents the test methodology, the J computation validation, and results for cold-worked stress relieved Zircaloy-4 cladding at 20° and 300°C and also for Al 7050-T7651 aluminum alloy tubing at 20°C. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFuel cladding. =650 \0$aZirconium alloy. =650 \0$aFracture toughness. =650 \0$aNuclear reactors$xCores. =650 \0$aNuclear fuel elements. =650 \0$aNuclear fuel cladding. =650 14$aZirconium alloy. =650 24$aFuel cladding. =650 24$aFracture toughness. =700 1\$aLe Boulch, D.,$eauthor. =700 1\$aCarassou, S.,$eauthor. =700 1\$aRamasubramanian, N.,$eauthor. =700 1\$aLemaignan, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE14081.htm =LDR 02612nab a2200409 i 4500 =001 JTE12577 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12577$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12577$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS592.16 =082 04$a631.4/4/0971$223 =100 1\$aTewatia, SK.,$eauthor. =245 10$aDiscussion on "A Study on the Beginning of Secondary Compression of Soils" by R. G. Robinson /$cSK. Tewatia, PR. Bose. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aR.G.Robinson has suggested an approach for studying the beginning of secondary consolidation.Secondary compression is defined as any extra compression other than primary compression [1].The primary consolidation occurs due to the dissipation of excess pore water pressure.Terzaghi's one-dimensional consolidation theory [2] has been used widely to analyze the time-compression data but is valid only in the primary consolidation phase.Non-linear stress-strain curves, time-dependent loading, impeded drainage, stratified soils multi-dimensional flow, large strains, effective stress-dependent (void ratio dependent) hydraulic conductivities, anisotropy, and other such effects are included and can lead to a response that deviates widely from that predicted using Terzaghi's theory.Remaining effects may loosely be termed initial and secondary.Secondary effects are then defined as all effects except these classified as initial and primary [1]. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSoils$xClassification. =700 1\$aBose, PR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12577.htm =LDR 02755nab a2200445 i 4500 =001 JTE11589 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11589$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11589$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA705 =082 04$a268$223 =100 1\$aTewatia, SK.,$eauthor. =245 13$aAn Alternative to a 3D Crack Monitor-4-Pin Algorithm /$cSK. Tewatia, AK. Dhawan, K. Venkatachalam, PR. Bose. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aCracks may appear in civil engineering structures, such as buildings, the body of a dam, its galleries, adjoining tunnels, and power plants during or after construction. Swelling or poor soils in the foundations, redistribution of stresses in the tunnels, creep of the materials, earthquakes or other vibrations are just a few reasons for cracks. The relative movements of the walls along and across the crack, and perpendicular to the plane of cracking surface or wall, beyond certain limits, may prove to be damaging. For considerations of safety and maintenance, the measurement of the magnitude and time rate of deformation of the cracks is essential. Instrumentation for deformation monitoring is of vital importance, especially in underground excavations in complex geological formations. A 3D crack monitor is used for 3D crack monitoring. The purpose of this paper is to show that by measuring points along and across a crack the same outcome can be determined with less effort and better precision. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEngineering. =650 \0$aEnvironment. =700 1\$aDhawan, AK.,$eauthor. =700 1\$aVenkatachalam, K.,$eauthor. =700 1\$aBose, PR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11589.htm =LDR 02799nab a2200541 i 4500 =001 JTE100099 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100099$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100099$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC685 =082 04$a621.36/6$223 =100 1\$aSeif, MA.,$eauthor. =245 10$aSurface Roughness Measurement Using Laser Speckle Statistical Analysis /$cMA. Seif, M. Rawwash. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aThis work represents a noncontact nondestructive technique for surface roughness measurement. The technique is based on investigating the statistical properties of the speckle patterns that are developed whenever a surface is illuminated with a highly coherent light source such as a laser. The main objective is to correlate the sizes of the speckles with their light intensities to the surface roughness and profile. Different statistical approaches and correlation analysis have been implemented. Spatial data analysis, or variogram analysis, has been used to develop the relationship between observations taken at various locations. Among the other advantages of such an approach, this technique is simple to implement and suitable for operation in a manufacturing environment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLaser speckles. =650 \0$aSurface roughness. =650 \0$aVariogram analysis. =650 \0$aCorrelation analysis. =650 \0$aSpatial data analysis. =650 \0$aLasers. =650 \0$aOptical masers. =650 14$aLaser speckles. =650 24$aVariogram analysis. =650 24$aSurface roughness. =650 24$aCorrelation analysis. =650 24$aSpatial data analysis. =700 1\$aRawwash, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100099.htm =LDR 02924nab a2200529 i 4500 =001 JTE100073 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100073$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100073$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA871 =082 04$a003/.71$223 =100 1\$aChoi, I.,$eauthor. =245 10$aStrain Control During High Speed Tensile Testing /$cI. Choi, S. Lee, DK. Matlock, JG. Speer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aMechanical properties of transition-induced plasticity steels depend on the possible variations in the complex microstructures, such as the shape, volume fraction, stability, and chemical composition of retained austenite. The effect of retained austenite stability on martensitic transformation is important, and can be evaluated in low strain rate testing conditions by stopping the deformation during testing. However, it is much more difficult to stop the test during a high speed dynamic tensile test. Hence, it was necessary to develop a method to stop a test during high speed deformation. An instrument was designed to attach to the sample to limit the strain during high speed tensile test and the applicability of the system was evaluated over the strain rate range of 10-2 to 102 s-1. This instrument was found to be successful in allowing controlled amounts of tensile strain to be imparted to a specimen under dynamic test conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStopper. =650 \0$aTRIP steel. =650 \0$aTensile Testing. =650 \0$aDynamics. =650 14$aInterrupting high speed tensile test. =650 24$aRetained austenite stability. =650 24$aTRIP steel. =650 24$aStopper. =650 24$aMartensitic transformation. =700 1\$aLee, S.,$eauthor. =700 1\$aMatlock, DK.,$eauthor. =700 1\$aSpeer, JG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100073.htm =LDR 02765nab a2200529 i 4500 =001 JTE14100 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE14100$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE14100$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA492.A3 =082 04$a668/.3$223 =100 1\$aVenkataraman, R.,$eauthor. =245 10$aEvaluation of Adhesive Strength of Thin Plasma Sprayed Oxide Coatings by a Crosshatch Testing Method /$cR. Venkataraman, TS. Sampath Kumar, K. Ramalingam. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA test method for the evaluation of the adhesive strength of coatings of thickness less than 250 µms has been attempted on coupons of pure alumina and alumina-13 wt% titania samples plasma sprayed on low alloy steel substrates. Crosshatches were made with a diamond tipped wheel with 0.02-mm width and 20-mm bore diameter, which was mounted on a common tooling and grinding machine. Cuts with 5x5 mm were made on the as-sprayed surface; subsequently, a pressure-sensitive tape was applied on the hatched surface and pulled off. The area of the coatings thus removed was interpreted in accordance with ASTM D 3359B testing standard; the testing method seems to be appropriate for qualitative evaluations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrosshatch testing. =650 \0$aAdhesivejoints. =650 \0$aFracture mechanics. =650 \0$aStrengthof materials. =650 \0$aPlasma spraying. =650 14$aPlasma spraying. =650 24$aAdhesive strength measurements. =650 24$aASTM C 633. =650 24$aASTM D 3359. =650 24$aCrosshatch testing. =700 1\$aSampath Kumar, TS.,$eauthor. =700 1\$aRamalingam, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE14100.htm =LDR 02491nab a2200505 i 4500 =001 JTE100056 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100056$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100056$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC189 =082 04$a541.341$223 =100 1\$aChiu, C-T,$eauthor. =245 10$aEffectiveness of Seal Rejuvenators for Bituminous Pavement Surfaces /$cC-T Chiu, M-G Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThis study investigated the effects of applying three different types of rejuvenators on a highly aged parking lot pavement, which had shown some severe raveling. Cores were taken from the pavement before and after the treatments to examine the effects of these treatments. Tests were performed to determine the viscosity of the recovered asphalt binders from different layers of the pavement before and after the treatment. Right before coring, the surface texture and skid resistance were measured to assess whether the treatment had adversely affected the frictional properties of the pavement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSeal rejuvenator. =650 \0$aBituminous pavement. =650 \0$aRotor vapor recovery. =650 \0$aViscosity. =650 \0$aHydrodynamics. =650 14$aSeal rejuvenator. =650 24$aBituminous pavement. =650 24$aRotor vapor recovery. =650 24$aViscosity. =700 1\$aLee, M-G,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100056.htm =LDR 02792nab a2200529 i 4500 =001 JTE14012 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE14012$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE14012$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aChen, J.,$eauthor. =245 10$aOn the Frequency Response of Model Materials in Hydrotechnics /$cJ. Chen, L. Zhou. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThe properties of frequency response of five kinds of model materials in hydrotechnics are discussed and analyzed by the static tension test and the dynamic cantilever beam test. The frequency response and the changing of the modal dynamic modulus of elasticity are compared between linear elastic and viscoelastic materials. The results show that the modal dynamic modulus of elasticity for linear elastic material is insensitive to frequency and remains stable, while the modal modulus for viscoelastic material changes obviously with frequency, especially at low frequency, which leads to large simulation errors. In this paper, the line portion of the frequency response curve is suggested to be the working frequency, which can eliminate large simulation errors and result in ideal results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModel material. =650 \0$aFrequency response. =650 \0$aHydrotechnics test. =650 \0$aElectrical and Electronic Engineering. =650 \0$aMechanical Engineering. =650 \0$aCivil Engineering. =650 \0$aHydrotechnics. =650 14$aHydrotechnics test. =650 24$aModel material. =650 24$aFrequency response. =650 24$aModal dynamic modulus of elasticity. =700 1\$aZhou, L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 34, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2006$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE14012.htm =LDR 03074nab a2200553 i 4500 =001 JTE12106J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12106J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12106J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a620.1/123$223 =100 1\$aYazdi, SR.,$eauthor. =245 10$aExperimental Study of Residual Stress Distributions in Quenched Parts by the Incremental Large Hole Drilling Method and by the Neutron Diffraction Method /$cSR. Yazdi, D. Retraint, J. Lu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe incremental hole-drilling method has been used to measure the residual stress field in a quenched part. In quenched parts, there is great compressive residual stress at the surface and tensile residual stress in the middle of the part, so in this case we used an unusually large hole diameter. The classical rosette system cannot be used. The rosette we studied is made up of six strain gages that are placed in a circle with a diameter two times the hole diameter. This system can be adapted to any chosen hole diameter. An error estimation about the positions of the gages has been developed. This procedure is based on a statistical study of measured strains by the six gages. To learn the validity of the incremental large hole drilling and to obtain the complete residual stress field through the thickness of the part, the neutron diffraction method has been used as well. This second method, however, is time consuming and expensive. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aQuenching. =650 \0$aHole drilling. =650 \0$aAluminum alloys. =650 \0$aResidual stress. =650 \0$aNeutron diffraction. =650 \0$aresidual stresses. =650 \0$aMechanical prestressing. =650 14$aResidual stress. =650 24$aHole drilling. =650 24$aNeutron diffraction. =650 24$aQuenching. =650 24$aAluminum alloys. =700 1\$aRetraint, D.,$eauthor. =700 1\$aLu, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12106J.htm =LDR 03169nab a2200553 i 4500 =001 JTE12105J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12105J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12105J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aMartinez, LT.,$eauthor. =245 14$aThe Influence of Specimen Size on the Fracture Behavior of a Structural Steel at Different Temperatures /$cLT. Martinez, GR. Gonzalez, FJB Varela, CB. Biempica. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aA broad experimental study was carried out in order to analyze the influence of different geometrical parameters (thickness, width, and crack length) and temperature on the fracture behavior of a structural steel. The J-integral versus crack growth resistance curves (J-R curves) were determined using indirect measurements of the crack size based on the variation of the specimen compliance, together with the physical determination of crack lengths obtained during testing using a color marking procedure. This last technique allows the reliability and accuracy of the data to be improved and provides additional information that can be used to reduce the typical scatter of the results. Only the initial crack size of the specimen has an influence on the J-R behavior of the steel due to the triaxiality modification of the crack tip stress state developed in the specimen. On the other hand, the J-R curve of the steel is also independent of temperature. Temperature affects only the J values at which cleavage or unstable fracture takes place. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCleavage. =650 \0$aJ-R curve. =650 \0$aCompliance method. =650 \0$aStable crack growth. =650 \0$aStress-state triaxiality. =650 \0$afracture mechanics. =650 14$aJ-R curve. =650 24$aCompliance method. =650 24$aStress-state triaxiality. =650 24$aCleavage. =650 24$aStable crack growth. =700 1\$aGonzalez, GR.,$eauthor. =700 1\$aVarela, FJB,$eauthor. =700 1\$aBiempica, CB.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12105J.htm =LDR 02746nab a2200517 i 4500 =001 JTE12109J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12109J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12109J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHA31.2 =082 04$a519.5$223 =100 1\$aProctor, CH.,$eauthor. =245 10$aDiagnostic Scores for Interlaboratory Study Data /$cCH. Proctor. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (28 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aThe primary goal of an interlaboratory study (ILS), or of a collaborative study as it is also called, is to verify that a measurement method will work over many testing or analytic laboratories. The data produced and the calculations of the precision statement are well established in statistical standards. We suggest some calculations beyond the precision statement to deal with detecting laboratory and data point outliers. These calculations, as suggested by Mandel, were designed to mesh with those of the precision statement but to be applied when the data first arrive back to the study director. We apply these calculations to 11 sets of ILS data from a variety of test methods and show how to read the results for indications of problems with the test method and for locating deviant laboratories. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOutliers. =650 \0$aMeasurement method. =650 \0$aCollaborative study. =650 \0$aPower transformation. =650 \0$aOutliers (Statistics) =650 \0$aObservations aberrantes (Statistique) =650 \0$aStatistische methoden. =650 14$aCollaborative study. =650 24$aOutliers. =650 24$aPower transformation. =650 24$aMeasurement method. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12109J.htm =LDR 03487nab a2200553 i 4500 =001 JTE12100J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12100J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12100J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aChen, D.,$eauthor. =245 10$aIn Situ Measurement of Fatigue Crack Growth Rates in a Silicon Carbide Ceramic at Elevated Temperatures Using a DC Potential System /$cD. Chen, CJ. Gilbert, RO. Ritchie. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aThe understanding of the mechanisms of fatiguecrack propagation in advanced ceramics at elevated temperatures (>800°C) has in part been hampered by the experimental difficulty in directly measuring crack lengths, and hence crack growth rates, at such high temperatures. In this study, we show how the direct-current (DC) electrical-potential technique, which has been used for such measurements in metallic materials for over 30 years, can be successfully utilized to monitor fatigue crack growth rates in situ in a silicon carbide ceramic at temperatures between 850 and 1300°C, because of the electrical conductivity in SiC at these temperatures. In addition to providing a highly efficient means of collecting such data, this approach offers several significant advantages over the techniques that have been used to date for advanced ceramics, particularly in avoiding artifacts due to thermal fatigue and oxidation from repeated exposure to air and/or lower temperatures while making measurements. Effects of parameters such as load ratio and loading frequency are examined, both on crack growth behavior and the accuracy of measurement. With appropriate considerations, electrical-potential calibrations determined at ambient temperatures in metallic materials can be applied readily to elevated temperature measurements in silicon carbide. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCeramics. =650 \0$aCrack monitoring. =650 \0$aElevated temperatures. =650 \0$aFatigue crack propagation. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aCrack monitoring. =650 24$aElectrical-potential method. =650 24$aCeramics. =650 24$aFatigue crack propagation. =650 24$aElevated temperatures. =700 1\$aGilbert, CJ.,$eauthor. =700 1\$aRitchie, RO.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12100J.htm =LDR 03071nab a2200577 i 4500 =001 JTE12102J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12102J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12102J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.22 =082 04$a620.1/1233$223 =100 1\$aKomazai, S.,$eauthor. =245 10$aDevelopment of Small Punch Tests for Creep Property Measurement of Tungsten-Alloyed 9%Cr Ferritic Steels /$cS. Komazai, T. Hashida, T. Shoji, K. Suzuki. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aA small punch creep (SP-C) testing technique using miniaturized specimens has been demonstrated for evaluating creep properties and material deterioration due to thermal aging. This technique has been applied to tungsten-alloyed 9%Cr ferritic steels. Experimental results revealed that the overall shapes of the creep curves obtained from the SP-C tests were qualitatively similar to those obtained from conventional uniaxial creep tests and reflected closely the degradation of creep rupture strength of the materials. A correlation with uniaxial creep was also determined in terms of stress (load) exponent and apparent activation energy for creep deformation. The correlation suggests that the SP-C testing technique may provide a useful tool for evaluating degradation of creep properties for structural components in-service. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aUniaxial creep test. =650 \0$aMaterial deterioration. =650 \0$aStress (load) exponent. =650 \0$aMaterials$xCreep. =650 \0$aFracture mechanics. =650 14$aSmall punch creep testing technique. =650 24$aCreep. =650 24$aMaterial deterioration. =650 24$aTungsten alloyed 9%Cr ferritic steels. =650 24$aStress (load) exponent. =650 24$aApparent activation energy. =650 24$aUniaxial creep test. =700 1\$aHashida, T.,$eauthor. =700 1\$aShoji, T.,$eauthor. =700 1\$aSuzuki, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12102J.htm =LDR 02421nab a2200529 i 4500 =001 JTE12104J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12104J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12104J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aFletcher, DI.,$eauthor. =245 10$aDevelopment of a Machine for Closely Controlled Rolling Contact Fatigue and Wear Testing /$cDI. Fletcher, JH. Beynon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aIn order to gain detailed insight into the processes taking place during rolling contact fatigue (RCF) and rolling contact wear, the test machine used must be closely controllable and offer comprehensive data collection facilities. This paper describes a machine that has been developed to offer these facilities over a wide range of test conditions, and that has the facility for the early detection of cracks by an eddy current method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRail/wheel. =650 \0$aSimulation. =650 \0$aRolling/sliding. =650 \0$aRolling contact fatigue. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aRolling contact fatigue. =650 24$aRail/wheel. =650 24$aRolling/sliding. =650 24$aSimulation. =700 1\$aBeynon, JH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12104J.htm =LDR 03027nab a2200697 i 4500 =001 JTE12107J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12107J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12107J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH2238.7 =082 04$a698$223 =100 1\$aBronski, MB.,$eauthor. =245 10$aExterior Insulation and Finish Systems (EIFS) Use in Wood-Framed Residential Construction :$bDesign Concepts to Avoid Common Moisture Instrusion Problems /$cMB. Bronski, SS. Ruggiero. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aDuring our field observations and water tests of wood-framed houses in North Carolina that are clad with EIFS, we noted common features in their exterior wall construction that caused significant deterioration to the sheathing and stud wall framing.For several reasons, these problems would be less severe or absent if the houses were clad with traditional residential wall systems (i.e., wood shingles or clapboards, brick veneer, or traditional stucco) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWindows. =650 \0$aFlashing. =650 \0$aSealant joint. =650 \0$aSill flashing. =650 \0$aDrying capacity. =650 \0$aWater intrusion. =650 \0$aExterior claddings. =650 \0$aMoisture entrapment. =650 \0$aDrainage plane walls. =650 \0$aExterior wall durability. =650 \0$aEIFS (Building materials) =650 \0$aExterior walls. =650 \0$aInsulation (Heat) =650 14$aExterior insulation and finish systems (EIFS) =650 24$aSurface-sealed barrier walls. =650 24$aDrainage plane walls. =650 24$aExterior claddings. =650 24$aExterior wall durability. =650 24$aWater intrusion. =650 24$aMoisture entrapment. =650 24$aDrying capacity. =650 24$aWindows. =650 24$aSill flashing. =650 24$aSealant joint. =650 24$aFlashing. =700 1\$aRuggiero, SS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12107J.htm =LDR 02397nab a2200493 i 4500 =001 JTE12101J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12101J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12101J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS195.8 =082 04$a688.8$223 =100 1\$aSingh, SP.,$eauthor. =245 10$aLoss of Compression Strength in Corrugated Shipping Containers Shipped in the Single Parcel Environment /$cSP. Singh, S. Pratheepthinthong. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThis study monitored the shipment of corrugated fiberboard shipping containers in the small parcel shipping environment. Similar boxes were also tested in three different laboratories to determine loss of compression strength in actual shipments, and in simulated tests recommended by the International Safe Transit Association and the American Society for Testing and Materials. Safety factors were developed based on the data collected. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompression strength. =650 \0$aSingle parcel shipping. =650 \0$aContainers$xTesting. =650 \0$aShipping. =650 \0$aPackaging$xTesting. =650 14$aCorrugated shipping containers. =650 24$aCompression strength. =650 24$aSingle parcel shipping. =700 1\$aPratheepthinthong, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12101J.htm =LDR 02669nab a2200541 i 4500 =001 JTE12108J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12108J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12108J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aMerah, N.,$eauthor. =245 10$aDC Potential Drop Calibration in Creep-Fatigue Loading Conditions /$cN. Merah. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe direct current potential drop method (DCPD) is used to detect the initiation of cracks and monitor their growth under the conditions of high gross inelastic deformations (plastic and creep). Testing is conducted on flat SS-304 plates with central circular holes of different diameters under fatigue and creep-fatigue loading at 600°C. The potential drop is measured using two pairs of voltage probes across the hole. The variation of the voltage ratio with the number of cycles is considered in order to eliminate the dependency of the DCPD on the current and material resistivity. The visible crack length is measured by a video camera with image processing to assess the reliability of the DCPD technique. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aCreep-fatigue. =650 \0$aPotential drop. =650 \0$aCrack initiation. =650 \0$aCrack propagation. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aPotential drop. =650 24$aFatigue. =650 24$aCreep-fatigue. =650 24$aCrack initiation. =650 24$aCrack propagation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12108J.htm =LDR 03117nab a2200529 i 4500 =001 JTE12099J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12099J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12099J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.12 =082 04$a620.1/123$223 =100 1\$aPacey, MN.,$eauthor. =245 12$aA Novel Instrument for Automated Principal Strain Separation in Reflection Photoelasticity /$cMN. Pacey, SJ. Haake, EA. Patterson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aA novel instrument is presented capable of measuring the principal strains at a point on a photoelastic coating. The oblique incidence method of principal strain separation is employed, using three fringe order measurements, which are made by the automated method known as spectral contents analysis. The oblique incidence measurements are made after rotation of the polariscope about any two orthogonal axes. Three polariscopes are built into the instrument, as is a CCD camera, to facilitate accurate positioning of the instrument. The instrument was used to analyze the principal strain distributions in a disk under diametrical compression, a plate with a central hole under tension, and a stepped plate in tension. The strains in the disk and the plate with a hole were compared with theoretical results, and the strains in the stepped plate were compared with a finite element analysis of the problem. The correlation between the experimental and theoretical or numerical strains was better than 0.95 in most cases. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOblique incidence method. =650 \0$aAutomated photoelasticity. =650 \0$aPhotoelasticity. =650 \0$aPlastic coating. =650 14$aAutomated photoelasticity. =650 24$aPrincipal strain separation. =650 24$aOblique incidence method. =650 24$aReflection photoelasticity. =650 24$aSpectral contents analysis. =650 24$aPrincipal stress separation. =700 1\$aHaake, SJ.,$eauthor. =700 1\$aPatterson, EA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12099J.htm =LDR 03948nab a2200565 i 4500 =001 JTE12103J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12103J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12103J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aSuzuki, N.,$eauthor. =245 10$aLow-Cycle Fatigue Characteristics of Precipitation-Hardened Superalloys at Cryogenic Temperatures /$cN. Suzuki. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aIn order to examine the axial-strain-controlled low-cycle fatigue characteristics of precipitation-hardened superalloys at cryogenic temperatures, Ni-base alloy Inconel 718 and iron-base alloy A286 were selected as superalloys for cryogenic use. Low-cycle fatigue characteristics of these alloys including the weld were investigated at 300, 77, and 4 K, in order to clarify the relation between mechanical properties and fatigue strength, especially in the high-cycle fatigue life regime. As for Inconel 718, the modified alloy improving the weldability and manufacturing of large-sized ingots was used. The tests clarified that fatigue strength of both alloys increases with decreasing temperature on the basis of a relation between total strain range and fatigue life (Nƒ). However, even though apparent stress amplitudes are normalized by 0.2% yield strength at the same temperatures, the fatigue strength of these alloys was found to decrease with the increase of temperature in the high Nƒ regime. Taking 105 cycles as a typical fatigue life in the high Nƒ regime and adjusting the data for the relation between normalized apparent stress amplitude at 105 cycles and 0.2% yield strength, including the reference data of 300-series stainless steels, it was made clear that the higher the static strength of the alloy with stable austenite, the relatively lower the fatigue strength in the high Nƒ regime tends to be, when it is normalized by 0.2% yield strength at the same temperatures. Further, focusing on the alloys with stable austenite at 4 K, the relation between normalized apparent stress amplitude at 105 cycles and 0.2% yield strength was generally characterized, and an upper bound of 0.2% yield strength for providing apparent stress amplitude value at a fatigue life of 105 cycles, which is larger than 0.2% yield strength, was established. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSuperalloys. =650 \0$aStatic strength. =650 \0$aFatigue strength. =650 \0$aStable austenite. =650 \0$aStainless steels. =650 \0$aCryogenic temperatures. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFatigue strength. =650 24$aStatic strength. =650 24$aSuperalloys. =650 24$aStainless steels. =650 24$aStable austenite. =650 24$aCryogenic temperatures. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12103J.htm =LDR 04048nab a2200565 i 4500 =001 JTE20120100 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120100$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120100$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHE7551 =082 04$a004/.068$223 =100 1\$aMatusevich, Ariel E.,$eauthor. =245 10$aComputation and Uncertainty Evaluation of Offset Yield Strength /$cAriel E. Matusevich, Julio C. Massa, Reinaldo A. Mancini. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aThis paper presents computer procedures for the calculation of offset yield strength (Sy) and for the evaluation of the uncertainty in its computation. Offset yield strength is obtained from the plot of stress-strain data recorded in a tension test, as the stress that corresponds to the intersection between the stress-strain curve and a line parallel to its proportional region (offset by a prescribed strain). In the proposed method, the problem is reduced to finding the point of intersection between two straight lines, one that fits the curve in the neighborhood of the intersection and the offset line. For the fitting of each line, we propose the use of a weighted total least-squares algorithm that takes into account uncertainties in both ordinates and abscissas. The evaluation of the uncertainty associated with Sy, in accordance with the Guide to the Expression of Uncertainty in Measurement, considers the correlation between the parameters involved in its calculation. The implementation of these procedures motivated the development of dedicated software for the computation of tensile parameters from tension-test raw data and for the estimation of their associated uncertainties. To validate the program, developed in MATLAB as a standalone application, we used a set of ASCII data curves that have agreed values for the tensile parameters and which are publicly available at the web site of the National Physical Laboratory of the United Kingdom. Using these curves we demonstrate the validity of the proposed method for the computation of Sy; to validate the uncertainty-evaluation procedure, we use the law of propagation of probability distributions through Monte Carlo simulation. The computational tool, whose capabilities are presented in this work, is currently being used at the Laboratory of Mechanical Testing of the National Institute of Industrial Technology (INTI), in Córdoba, Argentina. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSoftware. =650 \0$aUncertainty. =650 \0$aProof stress. =650 \0$aTension test. =650 \0$aYield strength. =650 \0$aInformation Resources Management. =650 \0$aInternet$xSecurity Measures. =650 \0$aComputer Security. =650 14$aYield strength. =650 24$aProof stress. =650 24$aUncertainty. =650 24$aSoftware. =650 24$aTension test. =700 1\$aMassa, Julio C.,$eauthor. =700 1\$aMancini, Reinaldo A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120100.htm =LDR 03859nab a2200553 i 4500 =001 JTE20120021 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120021$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120021$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD75.4.C34 =082 04$a621.37/2$223 =100 1\$aLee, Jusang,$eauthor. =245 10$aCalibration of Seal Coat Application Rate Design /$cJusang Lee, Hyung Jun Ahn, Todd Shields, Dwayne Harris, Shuo Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThis paper presents seal coat performance evaluations of various emulsion and aggregate application rates using three different evaluation methods: International Roughness Index (IRI), friction test, and visual evaluation. Then, considering the seal coat failure criteria, correction factors for seal coat application equipment are introduced. This study confirms the lack of relevance between seal coat application and IRI values because of the thickness of a seal coat. In addition, friction improvements caused by seal coat applications were confirmed within the range of seal coat rates applied. Overall, IRI, friction, and visual inspection did not reveal distinct differences in seal coat performance in terms of application rates in the testing range. Accordingly, seal coats with rates based on the McLeod method showed acceptable performance. The aggregate application rate should be high enough to protect the seal coat from immediate failure during construction but low enough to avoid unacceptable levels of accumulated fines content. Furthermore, immediate failure occurring locally during construction because of incorrect application rate (e.g., insufficient aggregate rate) can cause total failure of a seal coat road because of a chain reaction. However, discrepancies between designed rates and applied rates were observed in the study even after the seal coat equipment was calibrated prior to operation. The equipment factor for aggregate can compensate for rate discrepancies between the target and actual application rates. It was found that the designed emulsion application rate does not need to be corrected for the emulsion distributor because the emulsion rate discrepancy has an insignificant impact on a seal coat's performance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSeal coat. =650 \0$aAggregate loss. =650 \0$aApplication rate. =650 \0$aPerformance-based design. =650 \0$aCalibration. =650 14$aSeal coat. =650 24$aAggregate loss. =650 24$aPerformance-based design. =650 24$aApplication rate. =650 24$aEquipment correction factor. =700 1\$aAhn, Hyung Jun,$eauthor. =700 1\$aShields, Todd,$eauthor. =700 1\$aHarris, Dwayne,$eauthor. =700 1\$aLi, Shuo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120021.htm =LDR 04069nab a2200553 i 4500 =001 JTE20120051 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120051$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120051$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD281.P6 =082 04$a660/.28448$223 =100 1\$aWasiuddin, Nazimuddin M.,$eauthor. =245 10$aUse of Sweep Test for Emulsion and Hot Asphalt Chip Seals :$bLaboratory and Field Evaluation /$cNazimuddin M. Wasiuddin, Amanda Marshall, Nibert E. Saltibus, Aziz Saber, Christopher Abadie, Louay N. Mohammad. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aCurrently, the scope of the standard test method for sweep test of bituminous emulsion surface treatment samples (ASTM D7000) is limited to emulsion-based chip seals only. To this end, the objective of this study is to evaluate the sensitivity of the sweep test for both emulsions and hot asphalts, with respect to aggregate mineralogical types, aggregate precoating, aggregate moisture content, asphaltic materials type, and application rates of asphaltic materials. For the field evaluation, fifteen chip seal test sections were prepared with three asphaltic materials and five aggregates in a 9-acre parking lot. Two years after construction, each of the 15 sections were visually inspected for aggregate loss and bleeding. Each section was given a distress rating. The % aggregate loss from the sweep test was then compared with the field distress rating. Both laboratory and field tests indicate that overall, expanded shale lightweight aggregate is better than any crushed stone, whereas clay lightweight performed the worst among the six aggregates tested in this study. Precoated expanded shale lightweight aggregates performed better than uncoated shale lightweight aggregates, with respect to % aggregate loss. Between the two hot asphalts, PAC-15 performed better than AC20-5TR. In the case of hot asphalt, the % aggregate loss increases as moisture content increases in oven dry, air dry, and saturated surface dry aggregates. However, for emulsion, air dry aggregates performed the best. For both emulsion and hot asphalt, an increase in asphaltic materials application rate reduces the % aggregate loss significantly. Distress rankings in all 15 sections, except for one PAC-15 section, matched sweep test rankings. Overall, the results indicate that the sweep test using both emulsion and hot asphalt can be an effective tool for evaluation of performance of chip seals. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEmulsion. =650 \0$aChip seal. =650 \0$aSweep test. =650 \0$aHot asphalt. =650 \0$aEmulsionpolymerization. =650 14$aSweep test. =650 24$aChip seal. =650 24$aEmulsion. =650 24$aHot asphalt. =700 1\$aMarshall, Amanda,$eauthor. =700 1\$aSaltibus, Nibert E.,$eauthor. =700 1\$aSaber, Aziz,$eauthor. =700 1\$aAbadie, Christopher,$eauthor. =700 1\$aMohammad, Louay N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120051.htm =LDR 03077nab a2200493 i 4500 =001 JTE20120194 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120194$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120194$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.T54 =082 04$a669/.7322$223 =100 1\$aParsons, Ryan,$eauthor. =245 10$aCompressive Behavior of Square-Cell Titanium Honeycomb /$cRyan Parsons, Elizabeth Frink, Kevin Lease, Suzanne Dubnicka. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe purpose of this study was to experimentally characterize the compressive behavior of square-cell titanium honeycomb cores according to the American Society of Testing and Materials Standard C365-05. By varying the honeycomb cell size and height, as well as the foil thickness, many configurations of titanium honeycomb were manufactured utilizing a laser welding and expansion method. The test matrix consisted of 1080 compression specimens. The compression specimens were split evenly into stabilized and bare tests. At the conclusion of the characterization, a comprehensive statistical analysis was performed on the data. It was determined that the compressive behavior has a strong dependence on the relative density of the honeycomb. The compressive strength was found to be slightly affected by the presence of a stabilizing face sheet, and largely unaffected by specimen core height. The compressive modulus was affected by both the core height and the presence of a face sheet. The compression behavior of the honeycomb was compared with experimental results of honeycomb from existing publications and found to be consistent. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHoneycomb. =650 \0$aCompressive strength. =650 \0$aTitaniumalloys. =650 14$aHoneycomb. =650 24$aCompressive strength. =650 24$aExperimental characterization. =700 1\$aFrink, Elizabeth,$eauthor. =700 1\$aLease, Kevin,$eauthor. =700 1\$aDubnicka, Suzanne,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120194.htm =LDR 02809nab a2200553 i 4500 =001 JTE20120085 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120085$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120085$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7882.B56 =082 04$a006.4$223 =100 1\$aPeng, Bei,$eauthor. =245 10$aImproved Digital Image Correlation Method for Eliminating Pixel Shape-Induced Errors in Shear-Strain Calculations /$cBei Peng, Chengcheng Huang, Wu. Zhou, Huijun Yu, Zhi Zeng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aDigital image correlation is widely used in non-contact displacement/strain measurements for numerous engineering applications. Under rigid body rotation or shear deformation, however, the calculated surface strain of specimens is unreliable when camera pixels are characterized by non-square geometry, that is, the width-to-height ratio of pixels is not 1. This study analyzes the computational errors introduced by cameras, and proposes a modified least-squares method that eliminates such errors when the strain field is calculated. Experimental results confirm that the algorithm validly and effectively computes shear strain. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCamera pixel. =650 \0$aStrain measurement. =650 \0$aLeast-squares method. =650 \0$aDigital image correlation. =650 \0$aBiometric identification. =650 \0$aCOMPUTERS$xGeneral. =650 14$aDigital image correlation. =650 24$aStrain measurement. =650 24$aCamera pixel. =650 24$aLeast-squares method. =700 1\$aHuang, Chengcheng,$eauthor. =700 1\$aZhou, Wu.,$eauthor. =700 1\$aYu, Huijun,$eauthor. =700 1\$aZeng, Zhi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120085.htm =LDR 03523nab a2200517 i 4500 =001 JTE20120034 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120034$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120034$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTF250 =082 04$a625.14$223 =100 1\$aDoyle, Jesse D.,$eauthor. =245 10$aThermal Cracking Potential of High RAP-WMA Evaluated With Bending Beam Rheometer Mixture Beam Test /$cJesse D. Doyle, Isaac L. Howard. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aIn recent years, increasing cost of the raw materials for asphalt paving has generated interest in using greater quantities of reclaimed asphalt pavement (RAP). During the same period, development of warm-mix asphalt (WMA) technology has allowed use of lower production temperatures that can reduce the amount of short-term aging of the virgin binder. The reduction in short-term aging can be beneficial in reducing problems associated with increased binder stiffness that are normally encountered when using high percentages of RAP in a mixture. This paper presents the results of an investigation that compared the low-temperature performance of WMA with a high RAP content to the performance of mixtures produced in accordance with current practice, which limits the content of RAP in the mixture to 15 % or less. Comparisons were made through a combination of mixture testing with the bending beam rheometer (BBR) and thermal cracking analysis of the BBR data. Emphasis was placed on mixture performance when the mixture is used on the surface of highway pavements. Test results from over 1000 beam specimens tested in the BBR are presented, and the results indicate that low-temperature performance of WMA containing 25 % RAP is likely to be comparable to performance of surface mixtures produced in accordance with current practice. The test results also indicate WMA containing 50 % RAP may be more susceptible to thermal cracking than surface course mixtures produced by the current practice. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt mixture. =650 \0$aThermal cracking. =650 \0$aWarm mix asphalt. =650 \0$aFlexible pavements. =650 \0$aRailroad tracks$xFoundations. =650 14$aAsphalt mixture. =650 24$aFlexible pavements. =650 24$aReclaimed asphalt pavement. =650 24$aWarm mix asphalt. =650 24$aThermal cracking. =700 1\$aHoward, Isaac L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120034.htm =LDR 03197nab a2200541 i 4500 =001 JTE20120008 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120008$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120008$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA450 =082 04$a620.144$223 =100 1\$aJin, Yong,$eauthor. =245 10$aStudy on Glass Defect Inspection Based on Projecting Grating Method /$cYong Jin, Zhaoba Wang, Linquan Zhu, Jiliang Yang, Bo. Wei. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aAn inspection method based on transmission-mode projecting grating for glass defects has been proposed and verified by experiments. Sinusoidal fringe on the glass is collected using a linear CCD. The fringe curve can be corrected through the Fourier series fitting method to eliminate the constant non-uniformity of the light intensity of a light-emitting diode. The one-dimensional Fourier transform is applied to the corrected fringe curve; the Gaussian band-reject filter is designed to attenuate the first-order spectrum, and a Gaussian band-pass filter having the opposite characteristic attenuates other frequencies (except those in the first-order spectrum). In this way, the defect image and the phase map are obtained. A double threshold segmentation algorithm is applied to get a ternary-value image of the defects, with judgment of the defects' size and position based on the connected region. Based on the phase map, a calculation method of diopters is proposed. A method for defect type judgment is raised. The results show that the resolution of the real-time testing can reach 0.1 mm x 0.1 mm. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDiopter. =650 \0$aGlass defect. =650 \0$aTernary-value image. =650 \0$aGlass$xAnalysis. =650 \0$aTECHNOLOGY & ENGINEERING$xMaterial Science. =650 14$aGlass defect. =650 24$aTransmission-mode projecting grating. =650 24$aTernary-value image. =650 24$aDiopter. =700 1\$aWang, Zhaoba,$eauthor. =700 1\$aZhu, Linquan,$eauthor. =700 1\$aYang, Jiliang,$eauthor. =700 1\$aWei, Bo.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120008.htm =LDR 03953nab a2200541 i 4500 =001 JTE20120036 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120036$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120036$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.G44 =082 04$a624.1892$223 =100 1\$aKarademir, Tanay,$eauthor. =245 10$aApparatus for Geosynthetic Interface Testing and Evaluation Under Elevated Temperature Conditions /$cTanay Karademir, J. David Frost. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aTemperature is one of many important environmental variables that can impact the long-term performance, strength, and deformation characteristics of many man-made construction materials, including geosynthetics. The functional engineering properties of these materials must remain within acceptable limits during their service life to ensure that the overall design and performance are acceptable. In the case of geosynthetics used in landfills and other applications, laboratory interface shear tests are performed under standard test conditions, including temperature. Information emerging today shows that geosynthetic interfaces (i.e., in landfill liner applications) experience elevated temperatures resulting from exothermic reactions occurring in the waste body, amongst other factors. To this end, the field conditions at elevated temperatures should also be simulated in the laboratory during physical/mechanical laboratory tests in order for researchers to better understand in situ functional engineering properties and operational performance of manmade geo-construction materials. For this purpose, a temperature-controlled chamber was designed and developed to allow the shear behavior of geosynthetic-geosynthetic and soil-geosynthetic interfaces to be evaluated at different temperatures. This paper describes both the development and the validation of the test system. The results of experimental investigations are presented to illustrate how the shear behavior of interfaces between nonwoven polypropylene geotextile and smooth and/or textured high density polyethylene geomembrane, as well as those between rounded and/or angular sand and geomembranes, change with temperature. The results provide insight into the importance of being able to independently control this variable during mechanical testing in the laboratory. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGeosynthetics. =650 \0$aGranular materials. =650 \0$aInterface strength. =650 \0$aTemperature effects. =650 \0$aCivil engineering$xMaterials. =650 \0$aEarthwork. =650 \0$aEnvironmental geotechnology. =650 14$aTemperature-controlled chamber. =650 24$aTemperature effects. =650 24$aInterface strength. =650 24$aGeosynthetics. =650 24$aGranular materials. =700 1\$aFrost, J. David,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120036.htm =LDR 03069nab a2200493 i 4500 =001 JTE20120078 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120078$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120078$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD549 =082 04$a541.345$223 =100 1\$aMaroto-Centeno, J. A.,$eauthor. =245 10$aAdvances in the Understanding of Gelation in the Framework of the Test ASTM D5133 /$cJ. A. Maroto-Centeno, T. Pérez-Gutiérrez, M. Quesada-Pérez. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aThis work presents a theoretical survey that sheds light on the physical meaning of the gelation index, that is, the main parameter involved in ASTM D5133. More specifically, it is proved that the pulse-shaped region of the gelation curve can be explained as the relief of the supersaturation of the solution, which is a nucleation process that finishes when the saturation ratio takes a value equal to 1. Comparison between experiments and the theoretical approach put forward in this work reveals qualitative agreement. This work also confirms the poor reproducibility of ASTM D4684, which is an alternative test for the evaluation of gelation in engine oils. Particularly, it is shown that the poor reproducibility of this test can be attributed to a systematic error made during the measurements. The lack of accuracy of the temperature, in particular the final test temperature, could be the main cause for discrepancies between laboratories. Finally, it is shown that in order to predict gelation within ASTM D5133, not only must the gelation index be considered, but the gelation index temperature also plays an important role. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGelation. =650 \0$aPhysique. =650 \0$aColloids. =650 14$aGelation. =650 24$aASTM D4684. =650 24$aASTM D5133. =650 24$aHomogeneous Nucleation Theory. =700 1\$aPérez-Gutiérrez, T.,$eauthor. =700 1\$aQuesada-Pérez, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120078.htm =LDR 03593nab a2200541 i 4500 =001 JTE20120179 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120179$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120179$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.A6 =082 04$a620.1/86$223 =100 1\$aLiu, Shengwang,$eauthor. =245 14$aThe Damage Investigation of Wedge-Shaped Electromagnetic Riveting Structure of CFRP/Aluminium Alloy /$cShengwang Liu, Weifang Zhang, Yufeng Wu, Yu. Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aIn the aircraft industry, electromagnetic riveting is now widely used in the riveting of wedge-shaped aluminium-alloy structure and carbon-fibre-reinforced polymer (CFRP), but damages to the CFRP often happen. To investigate the reason for the damages, methods of C-scan, x ray, Compton backscatter scanning (CBS), metallography, and thermal deply were applied to study the wedge-shaped riveting structures. The study indicates that the composites by the tail of the rivets, which are close to the edge of the structure, are almost comminuted, and those rivets expand uniformly along the shaft and interference fit with the structure, and at the same time curve toward the edge. The composites around the rivets, which are away from the edge of the structure, are slightly damaged, and these rivets deformed not so uniformly, most of them clearance fit with the structure, and in some joints interference fit and clearance fit occur alternatively. The investigation shows that, in the joints close to the edge, the balance of constraints from the aperture to the rivet is broken by the slope around the tail of the rivet, results in a rightward force working on the rivet tail. The integration of this force and the riveting force curves the rivet instantaneously, which comminutes the right-side composites of the rivet tail. For the rivets away from the edge, the deformation becomes more buckled the longer the rivet, which causes the instability of the fit situation and reduces the damage to the composites. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDetection. =650 \0$aWedge structure. =650 \0$aDamage mechanism. =650 \0$aAluminumalloys. =650 \0$aMetals$xHeat treatment. =650 14$aCFRP. =650 24$aElectromagnetic riveting (EMR) =650 24$aDamage mechanism. =650 24$aDetection. =650 24$aWedge structure. =700 1\$aZhang, Weifang,$eauthor. =700 1\$aWu, Yufeng,$eauthor. =700 1\$aChen, Yu.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120179.htm =LDR 02562nab a2200541 i 4500 =001 JTE20120213 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120213$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120213$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHV5824.W6 =082 04$a362.29/82/0820973$223 =100 1\$aWang, Enyang,$eauthor. =245 12$aA Study on the Fitting Accuracy of CMOD Compliance Equations /$cEnyang Wang, Wenxing Zhou, Guowu Shen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThe maximum error of the inverse fitting of Tada et al.'s equation of the a/W-crack mouth opening displacement (CMOD) compliance equation proposed by Joyce and adopted in ASTM E1820-11 for single edge bend [SE(B)] specimens with shallow cracks (0.05 <= a/W < 0.45) is observed to be 2.03 % for 0.05 < a/W < 0.1. A new a/W-CMOD compliance equation with the same fifth-order polynomial fitting applicable for SE(B) specimens with 0.05 <= a/W <= 0.7 is therefore proposed. The maximum fitting error of the proposed equation is approximately 0.19 %. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShallow crack. =650 \0$aFitting accuracy. =650 \0$aCompliance equation. =650 \0$aCocaine-Related Disorders. =650 \0$aCrackCocaine. =650 \0$aWomen. =650 14$aE1820. =650 24$aSE(B) =650 24$aCompliance equation. =650 24$aShallow crack. =650 24$aFitting accuracy. =700 1\$aZhou, Wenxing,$eauthor. =700 1\$aShen, Guowu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120213.htm =LDR 03420nab a2200565 i 4500 =001 JTE20120019 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120019$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120019$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.N5 =082 04$a669.7332$223 =100 1\$aKuhn, B.,$eauthor. =245 10$aStress-Relaxation Cracking Test for Welded Joints /$cB. Kuhn, C. Ullrich, H. Tschaffon, T. Beck, L. Singheiser. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aScientific and technological research concerning the underlying damage mechanism and the evaluation of adequate countermeasures of so called strain-age (SAC), stress-relaxation (SRC), or ductility-dip cracking (DDC) of service exposed base materials and welded joints suffers a lack of specialized testing methods, that are able to detect the most cracking susceptible area of the weld and result in a definite "pass or fail" distinction for every single experiment without leaving ambiguity in the interpretation of testing results. For these reasons an advanced four-point-bending technique was developed on the basis of the three-point-bending test established by van Wortel. The proposed method was applied for evaluating the cracking susceptibility of Alloy617B welded joints. The technique proved to be suitable for the base metal as well as for welded joints. All as-welded joints failed by interdentritic fracture within the weld and the site of fracture corresponded well with the maximum hardness location (HV10) evaluated after the bending tests. The proposed testing method distinctively provided evidence for reduced cracking susceptibility of welded joints caused by a post-weld heat treatment (980°C, 3 h, air). All heat treated joints surpassed the bending test without cracking underlining the unambiguity of the proposed testing technique. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWelding. =650 \0$aFracture. =650 \0$aDuctility. =650 \0$aBending test. =650 \0$aNickel alloys. =650 \0$aNickel-aluminumalloys. =650 14$aBending test. =650 24$aWelding. =650 24$aNickel alloys. =650 24$aFracture. =650 24$aDuctility. =700 1\$aUllrich, C.,$eauthor. =700 1\$aTschaffon, H.,$eauthor. =700 1\$aBeck, T.,$eauthor. =700 1\$aSingheiser, L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120019.htm =LDR 03187nab a2200589 i 4500 =001 JTE20120176 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120176$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120176$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC377 =082 04$a616.8/34$223 =100 1\$aSakamoto, Junji,$eauthor. =245 10$aMethod for Assessing Applicability of an Artificial Flaw as a Small Initial Crack for Fatigue Limit Evaluation and Its Application to a Drill Hole and an FIB Processed Sharp Notch in Annealed 0.45% Carbon Steel /$cJunji Sakamoto, Yoshimasa Takahashi, Yuuta Aono, Hiroshi Noguchi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aIn this study, we propose a method for assessing the applicability of an artificial flaw as a small initial crack for fatigue limit evaluation. The proposed method is applied to drill holes and sharp notches introduced using a focused ion beam (FIB) technique in annealed 0.45% carbon steel. It is found that under rotating bending fatigue, an FIB notch can be used as a small initial crack for fatigue limit evaluation, whereas a drill hole cannot, for ?area of ~50 ?m. Here, ?area is the square root of the area obtained by projecting the defect onto a plane perpendicular to the load axial direction. The results indicate that an FIB notch can be used as a small initial crack for fatigue limit evaluation in a greater number of materials than those in which a drill hole can be used. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue limit. =650 \0$aMetal fatigue. =650 \0$aFocused ion beam. =650 \0$aSmall initial crack. =650 \0$aFatigue crack growth. =650 \0$aNon-propagating crack. =650 \0$aMultiple sclerosis. =650 \0$aMultiple sclerosis$xExercise therapy. =650 14$aMetal fatigue. =650 24$aFatigue limit. =650 24$aFatigue crack growth. =650 24$aFocused ion beam. =650 24$aSmall initial crack. =650 24$aNon-propagating crack. =700 1\$aTakahashi, Yoshimasa,$eauthor. =700 1\$aAono, Yuuta,$eauthor. =700 1\$aNoguchi, Hiroshi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120176.htm =LDR 04004nab a2200637 i 4500 =001 JTE20120068 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120068$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120068$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a625.85$223 =100 1\$aYao, Hui,$eauthor. =245 10$aEvaluation of Asphalt Blended With Low Percentage of Carbon Micro-Fiber and Nanoclay /$cHui Yao, Zhanping You, Liang Li, Shu Wei Goh, Julian Mills-Beale, Xianming Shi, David Wingard. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b41 =520 3\$aThe objectives of this study are to investigate the applicability of carbon micro-fiber and nanoclay in asphalt binders and to evaluate the performance of micro- and nano-modified asphalt (NMA) binders in terms of rheological properties. Due to their unique characteristics, micro- and nanomaterials were hypothesized to play a critical role in enhancing the performance behavior of asphalt binders. In light of existing research, carbon micro-fiber (MCF) and Nanomer I.44P (NI.44P) were selected as the micro- and nanomaterials for this research. Then, these materials were added into the PG 58-34 control asphalt binder at the concentrations of 2 % and 4 % by weight. Superpave™ binder tests—rotational viscosity (RV), dynamic shear rheometer (DSR), and bending beam rheometer (BBR)—were then conducted for evaluating the performance of each modified asphalt binder. Also, the characterization tests were run on the aged samples prepared using the rolling thin film oven (RTFO) and pressure aging vessel (PAV) to simulate the short-term and long-term aging. Subsequently, the viscosity, dynamic shear modulus (|G*|) and phase angle (?) of asphalt binders were analyzed, and the dissipated energy per load cycle was introduced to estimate the asphalt binders' rutting and fatigue cracking resistance. It was found that the dynamic shear modulus of asphalt binders can be improved by the selected micro- and nanomaterials. Furthermore, the NI.44P modified asphalt showed better properties relative to the other modified asphalt binders or the control (PG 58-34) binder. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt. =650 \0$aViscosity. =650 \0$aNanomaterial. =650 \0$aComplex shear modulus. =650 \0$aModified asphalt (MA) =650 \0$aRheological properties. =650 \0$aAsphalt$xMicrostructure. =650 \0$aMicromechanics. =650 14$aAsphalt. =650 24$aModified asphalt (MA) =650 24$aRheological properties. =650 24$aNanomaterial. =650 24$aComplex shear modulus. =650 24$aViscosity. =650 24$aScanning electron microscope. =700 1\$aYou, Zhanping,$eauthor. =700 1\$aLi, Liang,$eauthor. =700 1\$aGoh, Shu Wei,$eauthor. =700 1\$aMills-Beale, Julian,$eauthor. =700 1\$aShi, Xianming,$eauthor. =700 1\$aWingard, David,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120068.htm =LDR 03159nab a2200553 i 4500 =001 JTE20120173 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120173$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120173$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS176 =082 04$a624.1/71$223 =100 1\$aMartins, J. A.,$eauthor. =245 10$aFailure Analysis of a Set of Flapper Valves Under ALT With Alternative Test Device /$cJ. A. Martins, I. Ferreira, D. Leite, E. C. Romão. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aIn search of further understanding and continuous improvement of mechanical products which suffer dynamics loading, several methods of analysis have been applied, among them, computational simulations and laboratorial experiments. This paper aims to describe the failure mechanics of a regular flapper valve and valve reed used on Hermetic Compressors when tested under accelerated test conditions by a special device, created for testing purpose. The results obtained from the valve reed were plotted on a graph, which reveals the endurance under fatigue, versus the device speed/load change. These curves represent the obtained valve reed lifetime by Weibull ALT (accelerated life test) (statistical analysis). The values obtained were analysed using the normality and the probability approaches beyond t-student. The Weibull ALT graph (fatigue lifetime), microscopic analysis by SEM (scanning electron microscope) and EDS (energy dispersive spectroscopy) were performed on the failed valve reed surface as well as on the valve plate seat utilised throughout the tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aCorrosion. =650 \0$aValve reed. =650 \0$aProduct testing device. =650 \0$aFailureanalysis(Engineering) =650 \0$aEngineering. =650 \0$aMechanical Engineering. =650 14$aProduct testing device. =650 24$aValve reed. =650 24$aFatigue. =650 24$aCorrosion. =700 1\$aFerreira, I.,$eauthor. =700 1\$aLeite, D.,$eauthor. =700 1\$aRomão, E. C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120173.htm =LDR 03334nab a2200517 i 4500 =001 JTE20120035 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120035$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120035$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC377 =082 04$a616.8/34$223 =100 1\$aBurger, Robert,$eauthor. =245 10$aAssessment of the Mean-Stress Sensitivity Factor Method in Stress-Life Fatigue Predictions /$cRobert Burger, Yung-Li Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe mean-stress sensitivity factor model developed by Schütz in 1967 is considered the most comprehensive method to account for the mean-stress effect on high-cycle fatigue life and strength, which is applicable to various materials (such as steels, steel castings, ductile irons, malleable cast irons, grey cast iron, wrought aluminum alloys, and cast aluminum alloys) and to a broad mean-stress or stress-ratio range. Even though the mean-stress sensitivity factor method has been frequently used in European-based fatigue commercial software and engineering design codes, such as the Rechnerischer Festigkeitsnachweis für Maschinenbauteile (FKM) Guideline, it has not received a great deal of attention worldwide. Although the FKM Guideline provides extensive experimental test validation, very little evidence from independent sources have illustrated the validity of this method. Thus, it is the objective of this paper to examine the Schütz mean-stress sensitivity factor model by comparing the Walker mean-stress correction equation to the best fitting parameters published for steels, aluminum alloys, and titanium alloy. It was concluded that the Schütz mean-stress sensitivity factor model exhibits a reasonable degree of agreement with the Walker equation over a wide variety of materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMean stress. =650 \0$aHigh-cycle fatigue. =650 \0$aStress-life fatigue. =650 \0$aMultiple sclerosis. =650 \0$aMultiple sclerosis$xExercise therapy. =650 14$aHigh-cycle fatigue. =650 24$aStress-life fatigue. =650 24$aMean stress. =650 24$aMean-stress sensitivity factor. =650 24$aMean-stress correction model. =700 1\$aLee, Yung-Li,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120035.htm =LDR 03716nab a2200505 i 4500 =001 JTE20120004 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120004$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120004$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aWen, Haifang,$eauthor. =245 12$aA Laboratory Study to Predict the Rutting and Fatigue Behavior of Asphalt Concrete Using the Indirect Tensile Test /$cHaifang Wen, Sushanta Bhusal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aRutting, fatigue, moisture susceptibility, and thermal cracking are the primary distresses of asphalt pavement. Currently several test methods are used to predict the rutting and fatigue behavior of asphalt concrete. This study uses the indirect tensile (IDT) test to evaluate both the rutting and fatigue behavior of asphalt. Recycled concrete aggregate (RCA) and virgin aggregate are blended at different percentages (0 %, 20 %, 40 %, 60 %, 80 %, and 100 %) to produce mixes with a variety of fatigue and rutting performance. The IDT rutting test was performed by running high temperature IDT flow time and strength tests. In addition, flow number tests were performed using an asphalt mixture performance tester (AMPT). A strong correlation is observed between the high temperature IDT flow time/strength and flow number from AMPT. The test results show that IDT tests can be used to predict the rutting behavior of asphalt concrete at high temperatures. To characterize fatigue, cyclic IDT and monotonic fracture energy tests were performed at intermediate temperatures. At intermediate temperatures, good correlation is found between the fatigue life obtained from cyclic IDT test results and the fracture energy obtained from monotonic fracture test results. Based on the laboratory test results, the IDT test can be used to evaluate both the fatigue and rutting behavior of asphalt concrete. Considering that IDT testing has been used to characterize thermal cracking and moisture susceptibility, the IDT test has the potential to serve as a single performance test for fatigue, rutting, thermal cracking and moisture damage. Validation of the findings with more materials and field performance are recommended. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlow time. =650 \0$aFlow number. =650 \0$aDynamic modulus. =650 \0$aPavements,Asphaltconcrete. =650 14$aRecycled concrete aggregate. =650 24$aFlow time. =650 24$aFlow number. =650 24$aIndirect tensile test (fatigue and rutting) =650 24$aDynamic modulus. =700 1\$aBhusal, Sushanta,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120004.htm =LDR 02847nab a2200529 i 4500 =001 JTE20120012 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120012$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120012$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519.2/4$223 =100 1\$aAslam, Muhammad,$eauthor. =245 10$aMultiple Dependent State Sampling Plan Based on Process Capability Index /$cMuhammad Aslam, Muhammad Azam, Chi-Hyuck June =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aThis paper extends the idea of multiple dependent state sampling plans to the case of using process capability index when the quality characteristic of the product follows the normal distribution. The plan parameters are determined using the optimization process with minimum values of sample size so that the specified producer's risk and consumer's risk should be satisfied simultaneously for given values of acceptable quality level and limiting quality level in terms of fraction defective beyond two specification limits. The plan parameters are determined under symmetric and asymmetric cases of fraction defective. The advantage of the proposed plan is discussed over the single variable sampling plan. A real example is presented to illustrate the proposed plan in practice. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConsumer's risk. =650 \0$aProducer's risk. =650 \0$aNormal distribution. =650 \0$aProcess capability index. =650 \0$aDistribution(Probability theory) =650 \0$aMultivariate analysis. =650 14$aNormal distribution. =650 24$aProcess capability index. =650 24$aProducer's risk. =650 24$aConsumer's risk. =700 1\$aAzam, Muhammad,$eauthor. =700 1\$aJun, Chi-Hyuck,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120012.htm =LDR 04377nab a2200553 i 4500 =001 JTE20120076 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120076$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120076$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aBraham, Andrew,$eauthor. =245 10$aExploration of a Performance Test for Emulsion Treated Asphalt Surfaces /$cAndrew Braham, Isaac L. Howard, Jason Barham. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aAsphalt emulsions are a key material used for pavement preservation. Over time, asphalt concrete pavements become oxidized, which can lead to cracking and other surface deterioration. The addition of pavement maintenance treatments, such as scrub seals, chip seals, or fog seals, can rejuvenate the pavement surface as the asphalt emulsion penetrates the oxidized layer of pavement. However, most existing test methods for asphalt emulsions are empirical in nature and do not directly address field performance. With the aim of improving material characterization and testing so as to better capture field properties, this research explored using a bending beam rheometer (BBR) to measure the stiffness and rate of change of the stiffness (or m-value) of asphalt concrete mixture beams treated with asphalt emulsions. There were three components of this study. First, procedures for fabricating BBR beams from field asphalt concrete samples were developed, as the top portion of pavement is often brittle after field aging and oxidation. It was determined that beams could be successfully fabricated with reasonable geometric variability. Second, asphalt concrete BBR specimens compacted and fabricated in the laboratory were sawn and tested, with and without asphalt emulsion, to determine whether the addition of emulsion could be detected. Third, the same emulsion applied to the laboratory fabricated specimens was applied to field mixes to determine the influence of asphalt emulsion on candidate materials for pavement preservation. Overall, beam fabrication was repeatable, and coefficient of variation values for test results were lower for the laboratory compacted plant mix (10 % to 25 %) than for the field mixtures (9 % to 57 %). Emulsion addition increased the m-value and decreased the stiffness of all pavements, which indicates rejuvenation of the asphalt concrete. BBR mixture beams appear to be able to capture the effect of adding emulsion to both lab produced and field specimens, but more types of emulsions, a more comprehensive conditioning regime, and more asphalt concrete mixtures should be examined in order to determine the effectiveness of the measured performance properties of asphalt concrete with the addition of asphalt emulsion. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aM-value. =650 \0$aStiffness. =650 \0$aAsphalt concrete. =650 \0$aAsphalt emulsion. =650 \0$aBending beam rheometer. =650 \0$aPavements,Asphaltconcrete. =650 \0$aTECHNOLOGY & ENGINEERING$xEngineering (General) =650 14$aAsphalt emulsion. =650 24$aAsphalt concrete. =650 24$aBending beam rheometer. =650 24$aM-value. =650 24$aStiffness. =700 1\$aHoward, Isaac L.,$eauthor. =700 1\$aBarham, Jason,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120076.htm =LDR 03613nab a2200565 i 4500 =001 JTE20120174 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120174$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120174$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a388 s$223 =100 1\$aIm, Soohyok,$eauthor. =245 10$aRate- and Temperature-Dependent Fracture Characteristics of Asphaltic Paving Mixtures /$cSoohyok Im, Yong-Rak Kim, Hoki Ban. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b35 =520 3\$aCracking in asphaltic pavement layers causes primary failure of the roadway structure, and the fracture resistance and characteristics of asphalt mixtures significantly influence the service life of asphaltic roadways. A better understanding of the fracture process is considered a necessary step to the proper development of design-analysis procedures for asphaltic mixtures and pavement structures. However, such effort involves many challenges because of the complex nature of asphaltic materials. In this study, experiments were conducted using uniaxial compressive specimens to characterize the linear viscoelastic properties and semi-circular bending (SCB) specimens to characterize fracture behavior of a typical dense-graded asphalt paving mixture subjected to various loading rates and at different temperatures. The SCB fracture test was also incorporated with a digital image correlation (DIC) system and finite-element model simulations including material viscoelasticity and cohesive-zone fracture to effectively capture local fracture processes and resulting fracture properties. The test results and model simulations clearly demonstrate that: (1) the rate- and temperature-dependent fracture characteristics need to be identified at the local fracture process zone, and (2) the rate- and temperature-dependent fracture properties are necessary in the structural design of asphaltic pavements with which a wide range of strain rates and service temperatures is usually associated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture. =650 \0$aCohesive zone. =650 \0$aViscoelasticity. =650 \0$aAsphalt mixtures. =650 \0$aPavement performance. =650 \0$aAsphaltconcrete$xTesting. =650 \0$aAsphalt$xTesting. =650 \0$aPavements,Asphaltconcrete. =650 14$aAsphalt mixtures. =650 24$aFracture. =650 24$aViscoelasticity. =650 24$aCohesive zone. =650 24$aPavement performance. =700 1\$aKim, Yong-Rak,$eauthor. =700 1\$aBan, Hoki,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120174.htm =LDR 02171nab a2200505 i 4500 =001 JTE12532 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12532$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12532$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.166$223 =100 1\$aAtkinson, M.,$eauthor. =245 13$aAn Investigation of Hydraulic Bulging as a Biaxial Straining Test for Sheet Metal /$cM. Atkinson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b34 =520 3\$aThe hydraulic bulging test was studied as a means to furnish accurate stress-strain relationships for constant straining rate through the large plastic strain range sustainable in biaxial tension. Careful attention to detail proved to be necessary. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBiaxial straining. =650 \0$aSheet metal testing. =650 \0$aSheet-metal$xTesting. =650 \0$aSheet-steel. =650 \0$aHydraulic bulging test. =650 \0$aStrain hardening. =650 14$aSheet metal testing. =650 24$aHydraulic bulging test. =650 24$aBiaxial straining. =650 24$aStrain hardening. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12532.htm =LDR 03284nab a2200649 i 4500 =001 JTE12524 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12524$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12524$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLC5800 =082 04$a374/.4$223 =100 1\$aUzoka, FME,$eauthor. =245 10$aKnowledge Base System for Human Resource Evaluation in a University Environment /$cFME Uzoka, OC. Akinyokun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThe statutory objectives of a university include teaching, research, and community development. The major assets employed in the attainment of these objectives include man, money, materials, and time. Man, who serves as the major driver of the other assets, has three components, namely academic staff, administrative staff, and technical staff. An essential management function is the evaluation of the academic staff of the university in order to determine their contributions to the aims and objectives of the university. In this study, a knowledge base system has been developed for the evaluation of the performance of human resources in a university environment, with emphasis on the academic staff component. The system, christened HURES, is developed in a Microsoft Access and Visual Basic 6.0 environment. A case study of the academic staff of a university community is carried out in order to demonstrate the practicality of the system. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEvaluation. =650 \0$aUniversity. =650 \0$aAcademic staff. =650 \0$aKnowledge base. =650 \0$aHuman resources. =650 \0$aCognitive filter. =650 \0$aEmotional filter. =650 \0$aInference engine. =650 \0$aAssessment, Testing and Evaluation. =650 \0$aComputers and Education. =650 \0$aEducational Technology. =650 \0$aHuman Resource Management. =650 \0$aComputers and Society. =650 14$aEvaluation. =650 24$aHuman resources. =650 24$aEmotional filter. =650 24$aCognitive filter. =650 24$aAcademic staff. =650 24$aUniversity. =650 24$aKnowledge base. =650 24$aInference engine. =700 1\$aAkinyokun, OC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12524.htm =LDR 02717nab a2200529 i 4500 =001 JTE11807 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11807$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11807$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS228.9 =082 04$a671.5/29$223 =100 1\$aSmith, RH.,$eauthor. =245 10$aTest Foot Contact Time Effects in Pedestrian Slip-Resistance Metrology /$cRH. Smith. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aPedestrian slip-resistance metrology involves the use of tribometers employing test feet on test surfaces. This paper investigates the hypothesis that measured static slip-resistance on smooth walkways increases with test foot contact time, as has been found for coefficient-of-friction testing between smooth metals. Earlier slip-resistance testing by others, as well as results from testing in the present investigation, is consistent with this hypothesis. Some tribometers cannot control contact time. If the contact-time hypothesis is correct, reproducible results cannot be obtained from such devices. The mechanism accounting for increased metallic friction with contact time, as well as its possible applicability to slip-resistance tribometry, is discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTribometers. =650 \0$aContact time. =650 \0$aSlip resistance. =650 \0$aMetallic friction. =650 \0$aNonmetallic friction. =650 \0$aMetallic Materials. =650 \0$aFriction welding. =650 14$aSlip resistance. =650 24$aTribometers. =650 24$aContact time. =650 24$aMetallic friction. =650 24$aNonmetallic friction. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11807.htm =LDR 02958nab a2200481 i 4500 =001 JTE11936 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11936$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11936$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1/7765$223 =100 1\$aYoshihara, H.,$eauthor. =245 10$aShear Stress/Shear Strain Relation of Wood Obtained by Asymmetric Four-Point Bending Test of Side-Tapered Specimen /$cH. Yoshihara, A. Suzuki. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aFor determining the shear stress/shear strain relation, we conducted asymmetric four-point bending tests using a side-tapered specimen. Sitka spruce (Picea sitchensis Carr.) was used for the testing material. Rectangular beams with various depths were prepared and symmetric tapers were cut on both side surfaces of the beam so that the failure by shearing preceded that by bending. Asymmetric four-point bending tests were performed under a constant span length condition, and the shear stress/shear strain relations were obtained. In addition to the asymmetric bending tests, Iosipescu shear tests were conducted and the results were compared. The shear stress/shear strain relation could be obtained by the asymmetric four-point bending tests more easily and effectively than by the Iosipescu shear tests when the specimen had a proper configuration. Hence, we concluded that the asymmetric four-point bending test of a side-tapered specimen is promising for determining the shear stress/shear strain relation of wood. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShear properties. =650 \0$aSide-tapered specimen. =650 \0$aShear (Mechanics) =650 14$aShear stress/shear strain relation. =650 24$aShear properties. =650 24$aAsymmetric four-point bending test. =650 24$aSide-tapered specimen. =700 1\$aSuzuki, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11936.htm =LDR 02803nab a2200553 i 4500 =001 JTE11685 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11685$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11685$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC173.397 =082 04$a620.1/1296$223 =100 1\$aBoubaker, K.,$eauthor. =245 10$aEffects of Carburizing Treatment on First-Order Correlation between Steel Vickers Hardness and Thermal Diffusivity /$cK. Boubaker. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aWe have developed a theoretical and experimental model for imaging heat-treated steel hardness profiles. An analytical solution to the heat equation is presented as a guide to measurements, which are focused on prospecting both mechanical parameters and thermal local properties, indexed on the carbon-iron ratio along treatment depth. We tried to prove that the existence of a simple correlation between treated steel mechanical and thermal characteristics rises only beyond a critical carburizing depth. Comparison between several results allowed us to evaluate this critical depth and establish a simple correlation between treated steel HV microhardness and thermal diffusivity, in a particular case of surface hardening treatment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCarburizing. =650 \0$aCorrelation. =650 \0$aHeat equation. =650 \0$aCritical depth. =650 \0$aVickers hardness. =650 \0$aThermal diffusivity. =650 \0$aThermodiffusion. =650 \0$aMaterials$xThermal properties. =650 14$aVickers hardness. =650 24$aThermal diffusivity. =650 24$aCarburizing. =650 24$aHeat equation. =650 24$aCorrelation. =650 24$aCritical depth. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11685.htm =LDR 02990nab a2200517 i 4500 =001 JTE12097 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12097$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12097$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aGraham, SM.,$eauthor. =245 10$aEvaluation of Welds Exhibiting Large Scatter in Charpy Toughness Using the Reference Temperature /$cSM. Graham. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aConformance tests carried out on 7018 M weld wire revealed that some lots exhibited excessive scatter in Charpy toughness. A test program was conducted to determine if the fracture behavior of the welds was significantly influenced by the occasional low Charpy values. Charpy and tensile data were collected on welds made from lots of 7018 M wire that failed conformance testing. Fracture toughness tests were also conducted to characterize the fracture performance in the transition temperature region. A baseline for acceptable fracture behavior was established based on fracture toughness and Charpy data from 70-series weld wires that are typically used in the same, or similar, applications. The reference temperature of the 7018 M weld was determined to be -72.1°C (-97.7°F), which was well below the baseline of -45°C (-49°F). Therefore, the 7018 M weld was shown to have equal or better fracture toughness than the baseline at any temperature. Consequently, the large scatter in Charpy toughness was not indicative of poor fracture performance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCharpy. =650 \0$aMaster Curve. =650 \0$aFracture toughness. =650 \0$aReference temperature. =650 \0$afracture mechanics. =650 \0$aFracture of materials. =650 14$aFracture toughness. =650 24$aReference temperature. =650 24$aMaster Curve. =650 24$aCharpy. =650 24$a7018 M. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12097.htm =LDR 03233nab a2200529 i 4500 =001 JTE11961 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11961$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11961$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD795.7 =082 04$a628.4/4564$223 =100 1\$aWarith, MA.,$eauthor. =245 10$aEvaluation of Permeability of Tire Shreds Under Vertical Loading /$cMA. Warith, E. Evgin, PAS Benson, SM. Rao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aA concern in the use of tire shreds as drainage media in landfill leachate collection systems is the impact of compression strains on the permeability of the waste material, as earlier work has reported that these materials experience large (25 to 50 %) axial strains when subjected to vertical loading. This study examines the changes in permeability of a tire shred sample after being subjected to 30 to 50 % axial strain from average vertical stresses of 75 to 330 kPa. The maximum vertical stress of 330 kPa approximated 40 m of waste overburden. A constant-head permeability apparatus was fabricated to measure the permeability of the tire shred sample under different axial strains. Further, the fabricated assembly was capable of measuring permeability of the sample at various sample locations at a given strain level. Experimental results showed that despite experiencing large axial strains, the average permeability of the tire shred sample consistently remained two to three orders of magnitude higher than the design performance criterion of 0.01 cm/s for landfill drainage layers, suggesting that the compressible nature of tire shreds will not interfere in their use as a leachate collection drainage layer in municipal solid waste landfills. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTire shreds. =650 \0$aDrainage layer. =650 \0$aLeachate collection. =650 \0$alandfills. =650 \0$aSanitary landfills. =650 14$aTire shreds. =650 24$aLandfills. =650 24$aLeachate collection. =650 24$aDrainage layer. =700 1\$aEvgin, E.,$eauthor. =700 1\$aBenson, PAS,$eauthor. =700 1\$aRao, SM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11961.htm =LDR 03141nab a2200613 i 4500 =001 JTE12521 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12521$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12521$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P58 =082 04$a620.1/92$223 =100 1\$aPinnell, M.,$eauthor. =245 10$aResults of an Interlaboratory Study of the ASTM Standard Test Method for Tensile Properties of Polymer Matrix Composites D 3039 /$cM. Pinnell, R. Fields, R. Zabora. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAn investigation was conducted on the ASTM Standard Test Method for Tensile Properties of Polymer Matrix Composites (D 3039) This investigation consisted of both preliminary testing and an interlaboratory test program.Information generated from preliminary testing was used to determine the effects of various parameters and to optimize the interlaboratory test plan and test protocol.The interlaboratory study portion of this investigation was conducted on six composite material systems in a variety of lay-up configurations.The number of participating labs ranged from five to nine depending on the material type.Precision statistics were determined for the ASTM D 3039 standard from the data generated by the interlaboratory testing in accordance with the ASTM Standard Practice for Conducting an Interlaboratory Study to Determine the Precision of a Test Method (E 691) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModulus. =650 \0$aStrength. =650 \0$aRepeatability. =650 \0$aFailure strain. =650 \0$aReproducibility. =650 \0$aTensile testing. =650 \0$aPrecision statistics. =650 \0$aInterlaboratory testing. =650 14$aPolymer matrix composites. =650 24$aTensile testing. =650 24$aModulus. =650 24$aStrength. =650 24$aFailure strain. =650 24$aPrecision statistics. =650 24$aRepeatability. =650 24$aReproducibility. =650 24$aInterlaboratory testing. =700 1\$aFields, R.,$eauthor. =700 1\$aZabora, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12521.htm =LDR 02464nab a2200529 i 4500 =001 JTE11434 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11434$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11434$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHV6432 =082 04$a303.625$223 =100 1\$aGurumoorthy, C.,$eauthor. =245 10$aCentrifuge Modeling of Diffusion through Rock Mass /$cC. Gurumoorthy, DN. Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aA geotechnical centrifuge has been employed to model diffusion of contaminants through fractured and intact rock mass. This paper deals with the details of the test setups used for this purpose. The obtained results have been compared with those obtained from the conventional diffusion tests and the validity of the modeling of models has been demonstrated. The study demonstrates the usefulness of the geotechnical centrifuge for modeling the diffusion of contaminants through rock mass in a short time. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRock mass. =650 \0$aModeling of models. =650 \0$aCentrifuge modeling. =650 \0$aContaminant transport. =650 \0$aDiffusion. =650 \0$aAtmospheric diffusion. =650 14$aContaminant transport. =650 24$aRock mass. =650 24$aDiffusion. =650 24$aModeling of models. =650 24$aCentrifuge modeling. =700 1\$aSingh, DN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11434.htm =LDR 02914nab a2200529 i 4500 =001 JTE11981 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11981$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11981$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE211 =082 04$a625.732$223 =100 1\$aSreedeep, S.,$eauthor. =245 12$aA Study to Investigate the Influence of Soil Properties on Suction /$cS. Sreedeep, DN. Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aVarious models that incorporate the influence of soil suction on different engineering properties of unsaturated soils have been developed. However, a systematic study of various physical parameters of the soil mass such as type of soil, particle size distribution, and the state of compaction (i.e., water content, dry unit weight, and saturation) is required to understand the influence of these parameters on soil suction, directly or indirectly. This would be of great help in understanding the unsaturated properties of the soil mass. With this in view, an effort has been made in this technical note to measure the suction of locally available silty soil and commercially available white clay, compacted at different water contents and dry unit weights, using an insertion tensiometer. Efforts have been made to determine the influence of various parameters, as stated earlier, on the soil suction. Details of the test setup used for these studies are also presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSuction. =650 \0$aSilty soil. =650 \0$aInsertion tensiometer. =650 \0$aLaboratory investigations. =650 \0$aSilty sands. =650 \0$asands. =650 14$aSilty soil. =650 24$aClay. =650 24$aSuction. =650 24$aInsertion tensiometer. =650 24$aLaboratory investigations. =700 1\$aSingh, DN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11981.htm =LDR 03290nab a2200529 i 4500 =001 JTE12508 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12508$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12508$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aAC20Q84V.2093 =082 04$a620.14$223 =100 1\$aQu, J.,$eauthor. =245 10$aApplication of the ASTM Loop Abrasion Test to Cylindrical Specimens /$cJ. Qu, JJ. Truhan, PJ. Blau. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe loop abrasion test (based on ASTM G 174-03) was modified to accommodate cylindrical specimens in place of the usual flat specimens. Hardened AISI 52100 steel, a galling-resistant stainless steel (Nitronic 50), transformation-toughened zirconia ceramic, and an advanced composite containing Ni3Al and TiC (cermet) were used to validate the new testing geometry. The weight change and the scar width were measured, and the calculated wear volumes for each metric were compared with very good correlation. Each test was interrupted periodically in order to determine the effect of sliding distance on the wear rate. In general, a higher wear rate was observed during wear-in followed by a nearly constant steady-state wear rate. The initial high wear rate was contributed primarily by the fresh abrasive and secondarily by the high contact stress. The loop abrasion test has good repeatability and sensitivity for ranking materials. The abrasion resistance of both the cermet and the zirconia was much higher than that of Nitronic 50 and hardened 52100 steel. Even though the hardness of the cermet is lower than zirconia, it had the highest abrasion resistance in this study. Comparative tests on cylindrical and traditional flat specimens (per ASTM G 174-03) showed similar wear behavior with slightly higher wear rate for the cylindrical specimens due to higher contact stress. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCeramic. =650 \0$aLoop abrasion. =650 \0$aCermet. =650 \0$aAbrasive wear. =650 \0$aSteel. =650 14$aLoop abrasion. =650 24$aAbrasive wear. =650 24$aSteel. =650 24$aCeramic. =650 24$aCermet. =700 1\$aTruhan, JJ.,$eauthor. =700 1\$aBlau, PJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12508.htm =LDR 02189nab a2200517 i 4500 =001 JTE10961J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10961J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10961J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE213 =082 04$a625.7342$223 =100 1\$aGromala, DS.,$eauthor. =245 10$aDetermination of Modulus of Rigidity by ASTM D 198 Flexural Methods /$cDS. Gromala. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aTraditional equations for determining shear modulus for beams are based on several simplifying assumptions. Although these assumptions are reasonably accurate for isotropic homogenous beams, they can introduce large errors when applied to beams of structural lumber that are not isotropic or homogeneous. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aStandards. =650 \0$aShear modulus. =650 \0$aLaboratory tests. =650 \0$aLaboratorytests. =650 \0$aField studies. =650 \0$aFinite element method. =650 14$aShear modulus. =650 24$aLaboratory tests. =650 24$aStandards. =650 24$aWood. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10961J.htm =LDR 02119nab a2200517 i 4500 =001 JTE10964J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10964J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10964J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE462.G7 =082 04$a553.5/2$223 =100 1\$aGascón, F.,$eauthor. =245 10$aOptical Measurement of Granite Surface Polish /$cF. Gascón, M. Balbás. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aAn optical method to measure granite surface finish is described. This method is capable of ordering the different varieties of granite subjected to the same industrial finishing process consistently with an arrangement made by an average human observer. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPolish. =650 \0$aSurface. =650 \0$aOptical measurement. =650 \0$aGranite. =650 \0$aPetrology. =650 \0$aPhysical geology. =650 14$aGranite. =650 24$aPolish. =650 24$aOptical measurement. =650 24$aSurface. =700 1\$aBalbás, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10964J.htm =LDR 02869nab a2200565 i 4500 =001 JTE10965J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10965J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10965J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.84 =082 04$a620.1/127$223 =100 1\$aMurthy, CRL,$eauthor. =245 10$aNondestructive Evaluation of Bond Quality of Bimetallic Strips Using Acoustic Emission /$cCRL Murthy, KK. Brahma. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aAcoustic emission (AE) appears to hold good promise for nondestructive evaluation of bond strength of bimetallic strips in two ways: (1) as a quality control tool in batch sampling and (2) as a 100% inspection method. A program has been initiated at the Aerospace Engineering Department of the Indian Institute of Science to explore the feasibility of utilizing the acoustic emission technique for evaluation of bond strength of bimetallic strips. As a first step, acoustic emission was monitored during tensile testing of copper-lead bimetallic strips. The results obtained during these tests indicate differences in AE activity between specimens with poor and good bonding at very small loads which can be utilized for inspecting the bond quality. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBond quality. =650 \0$aTensile testing. =650 \0$aBimetallic strip. =650 \0$aAcoustic emission. =650 \0$aCumulative counts. =650 \0$aNondestructive evaluation. =650 \0$aAcousticemission. =650 \0$aAcousticemissiontesting. =650 14$aNondestructive evaluation. =650 24$aBond quality. =650 24$aBimetallic strip. =650 24$aTensile testing. =650 24$aAcoustic emission. =650 24$aCumulative counts. =700 1\$aBrahma, KK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10965J.htm =LDR 03015nab a2200517 i 4500 =001 JTE10968J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10968J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10968J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC661 =082 04$a539.2$223 =100 1\$aCheng, S.,$eauthor. =245 10$aTest Method for Evaluation of Shear Modulus and Modulus of Elasticity of Laminated Anisotropic Composite Materials /$cS. Cheng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aA test method for the determination of the shear modulus and the modulus of elasticity of laminated anisotropic composite materials is presented. Two tests are required. In one test, a ring is simply supported at two diametrically opposite supports and subjected to two diametrically opposite concentrated loads normal to the plane of the ring and located 90° from the supports. The second test employs a split ring. Each end of the ring is subjected to a concentrated load normal to the plane of the ring. By conducting these two tests and measuring the normal deflections corresponding to the applied loads, shear modulus and modulus of elasticity of the ring can be determined from the formulas derived in the paper. It should be noted that for laminated composite anisotropic materials these moduli cannot be determined from the tests as known in the literature, one of which involves out-of-plane loading and the other an in-plane loading as suggested in Paper 4709, Douglas Missile and Space Systems Division, McDonnell Douglas Corporation, November, 1967. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFormulas. =650 \0$aShear modulus. =650 \0$aComposite materials. =650 \0$aModulus of elasticity. =650 \0$aAnisotropy. =650 \0$aCosmology. =650 \0$aElectromagnetic waves. =650 14$aShear modulus. =650 24$aModulus of elasticity. =650 24$aComposite materials. =650 24$aFormulas. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10968J.htm =LDR 03041nab a2200565 i 4500 =001 JTE10960J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10960J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10960J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRB150.F37 =082 04$a616/.0478$223 =100 1\$aMiller, GA.,$eauthor. =245 10$aInterlaboratory Study of Strain-Cycle Fatigue of 1.2-mm-Thick Sheet Specimens /$cGA. Miller. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aFive laboratories undertook a study to assess interlaoratory variability and bias in strain-cycle fatigue testing of 1.2-mm-thick sheet specimens. In addition, one laboratory evaluated the effects of specimen geometry, actuator restraint, extensometer mounting surface, etc., on validity and bias of cyclic stress-strain and strain-life data. The results show that the cyclic stress-strain curve is sensitive to the effects of interlaboratory differences. The strain-life curve is also affected by results from different laboratories, but in addition it is sensitive to testing variables such as extensometer mounting surface, failure criterion, specimen, geometry, etc. The results of this study have implications for the development of a test method and for the use of strain-cycle fatigue data obtained from thin sheet specimens. The results reported here form a basis for expanding ASTM Recommended Practice for Constant-Amplitude Low-Cycle Fatigue Testing (E 606) to include materials with thicknesses less than 2.5 mm. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTesting. =650 \0$aTest method. =650 \0$aVariability. =650 \0$aStrain-cycle. =650 \0$aInterlaboratory. =650 \0$aSheet specimens. =650 \0$aFatigue. =650 \0$aChronic fatigue syndrome. =650 14$aInterlaboratory. =650 24$aVariability. =650 24$aFatigue. =650 24$aStrain-cycle. =650 24$aTesting. =650 24$aTest method. =650 24$aSheet specimens. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10960J.htm =LDR 02873nab a2200625 i 4500 =001 JTE10966J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10966J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10966J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF1416 =082 04$a658.8/48$223 =100 1\$aRhodes, RC.,$eauthor. =245 10$aComparison of Precision and Accuracy Estimates from State and Local Agency Air Monitoring Stations with Results of EPA's National Performance Audit Program /$cRC. Rhodes, WJ. Mitchell, JC. Puzak, EG. Evans. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aFederal regulations require that state and local air monitoring agencies perform special checks to assess the precision and accuracy of their measurement systems and report the results to the Environmental Protection Agency (EPA) each calendar quarter. The assessments are maintained in a computer file along with the routine air monitoring data reported separately to EPA's National Aerometric Data Bank. The data quality assessments and air monitoring data are made available to various users on request. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAccuracy. =650 \0$aPrecision. =650 \0$aData quality. =650 \0$aQuality control. =650 \0$aQuality assurance. =650 \0$aPerformance audits. =650 \0$aAmbient air monitoring. =650 \0$aQualityassurance$xStandards. =650 \0$aQualitycontrol$xStandards. =650 \0$aExport marketing. =650 14$aQuality assurance. =650 24$aPrecision. =650 24$aAccuracy. =650 24$aPerformance audits. =650 24$aQuality control. =650 24$aAmbient air monitoring. =650 24$aData quality. =700 1\$aMitchell, WJ.,$eauthor. =700 1\$aPuzak, JC.,$eauthor. =700 1\$aEvans, EG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10966J.htm =LDR 02484nab a2200517 i 4500 =001 JTE10962J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10962J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10962J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGN69.8 =082 04$a614/.1$223 =100 1\$aHirano, K.,$eauthor. =245 12$aA Single-Specimen Determination of JIc by the Ultrasonic Method and Analysis of Its Statistical Distribution Characteristics /$cK. Hirano, H. Kobayashi, H. Nakazawa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThis paper reports the summary of JIc test procedures based on an ultrasonic method proposed earlier. The single-specimen JIc measurements for low- and intermediate-strength, high-toughness materials show excellent agreement with those determined by multispeciment test procedures. The JIc values of the weldment were also determined from a single specimen. In addition, a statistical analysis of the JIc distribution was done. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aUltrasonic method. =650 \0$aStatistical analysis. =650 \0$aFractures. =650 \0$aForensic Anthropology. =650 \0$aFractures, Bone. =650 14$aElastic-plastic fracture toughness. =650 24$aSingle-specimen determination. =650 24$aUltrasonic method. =650 24$aStatistical analysis. =700 1\$aKobayashi, H.,$eauthor. =700 1\$aNakazawa, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10962J.htm =LDR 02853nab a2200661 i 4500 =001 JTE10967J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10967J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10967J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTT180 =082 04$a684.08$223 =100 1\$aUrbanik, TJ.,$eauthor. =245 12$aA Method for Determining the Effect of Fasteners on the Stiffness and Strength of Wood Drive-In-Rack Pallets /$cTJ. Urbanik. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aWood pallets are increasingly stored in warehouses with drive-in or drive-through racks. A pallet needs adequate stiffness and strength to function safely under conditions where it spans the rack support rails. When the stringers run parallel to the supports, the fasteners reinforce the deckboard load-carrying ability. This report experimentally determines the effect of fasteners on pallet performance. The effect is characterized in terms of the ratio of the joint rotation modulus to a normalized deckboard bending stiffness. This approach enables the joints to be compared with pinned and rigid joints in a pallet stiffness and strength theory. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNails. =650 \0$aRacks. =650 \0$aDesign. =650 \0$aJoints. =650 \0$aPallet. =650 \0$aFasteners. =650 \0$aWarehouse. =650 \0$aFork truck. =650 \0$aWood structure. =650 \0$aMaterial handling. =650 \0$aPallets. =650 \0$aSalvage. =650 \0$aWoodwork. =650 14$aPallet. =650 24$aRacks. =650 24$aWarehouse. =650 24$aFork truck. =650 24$aMaterial handling. =650 24$aDesign. =650 24$aWood structure. =650 24$aNails. =650 24$aFasteners. =650 24$aJoints. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10967J.htm =LDR 02197nab a2200493 i 4500 =001 JTE10963J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10963J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10963J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.1/61$223 =100 1\$aHartman, GA.,$eauthor. =245 12$aA Thermal Control System for Thermal Cycling /$cGA. Hartman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aA microprocessor-based system has been developed to control varying temperature during material characterization tests. The system controls temperature independently over four zones. Four control zones are used in order to provide two-dimensional temperature control on a flat plate specimen. Specimen cooling is provided by forced air through shower head type nozzles. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack growth. =650 \0$aThermal cycling. =650 \0$aThermal fatigue. =650 \0$aThermalfatigue. =650 \0$aThermalstresses. =650 \0$aContraintes thermiques. =650 14$aCrack growth. =650 24$aThermal cycling. =650 24$aThermal fatigue. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10963J.htm =LDR 03550nab a2200637 i 4500 =001 JTE10959J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10959J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10959J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS375 =082 04$a673.3256$223 =100 1\$aDrefahl, K.,$eauthor. =245 10$aCreep Behavior of Copper and Copper Alloys As Design Criteria in Pressure Vessel Manufacture /$cK. Drefahl, M. Kleinau, W. Steinkamp. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aSix materials, copper and copper alloys, have been subjected to long-term creep tests (30 000 h) per DIN 50 118 at a range of 100 to 250°C, except for aluminum bronze which was tested from 150 to 300°C. The following annealed materials were tested: SF-Cu (DIN 1787)—equivalent to C 12200, Phosphorus Deoxidized Copper, high residual Phosphorus (Cu-DHP); CuZn39Pb0.5 (DIN 17 660)—equivalent to C 33500, low-leaded brass; CuZn20Al2 (DIN 17 660)—equivalent to C 68700, aluminum-brass, arsenical; CuZn28Sn1 (DIN 17 660)—equivalent to C 44300, Admiralty brass, arsenical; CuZn38SnAl (DIN 17 660), improved Muntz-metal, 60%, not standardized in the United States; and CuAl10Ni5Fe4 (DIN 17 665)—similar to C 62730 or C 63000, nickel-aluminum-bronze. The test conditions and the metallurgical history of the materials are described. The minimum value of the 1% creep strain and the average value of creep strength, both temperature and duration dependent, as well as the stress for minimum creep rates of 1% for a given time are also shown. The design criteria for pressure vessels are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep test. =650 \0$aDesign criteria. =650 \0$aPressure vessel. =650 \0$aMinimum creep rate. =650 \0$aCopperalloys. =650 \0$aPrecious metals. =650 \0$aContinuous casting. =650 14$aC 12200 (Cu-DHP) =650 24$aC 33500 (low leaded brass) =650 24$aC 44300 (Admiralty brass, arsenical) =650 24$aC 62730 and C 63000 (nickel-aluminum-bronze) =650 24$aC 68700 (aluminum-brass, arsenical) =650 24$aImproved Muntzmetal (60%) =650 24$aCreep test. =650 24$aMinimum creep rate. =650 24$aMinimum value of 1% creep strain. =650 24$aAverage value of creep strength. =650 24$aPressure vessel. =650 24$aDesign criteria. =700 1\$aKleinau, M.,$eauthor. =700 1\$aSteinkamp, W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10959J.htm =LDR 02458nab a2200529 i 4500 =001 JTE12114J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12114J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12114J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aGong, Z.,$eauthor. =245 10$aMeasurement and Interpretation of Fatigue Crack Growth in 7075 Aluminum Alloy Using Acoustic Emission Monitoring /$cZ. Gong, DL. DuQuesnay, SL. McBride. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aA method for monitoring crack growth during highcycle fatigue tests was demonstrated using acoustic emission (AE) monitoring. Windowing techniques were employed during the recording and interpreting of the AE data. The results provided linear relationships between AE events and amplitudes and crack lengths. The fatigue crack growth results from the AE data were in very good agreement with data measured using an optical microscope. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aCrack growth. =650 \0$aAcoustic emission. =650 \0$aMechanical testing. =650 \0$afracture mechanics. =650 14$aAcoustic emission. =650 24$aCrack growth. =650 24$aFatigue. =650 24$aFracture mechanics. =650 24$aMechanical testing. =700 1\$aDuQuesnay, DL.,$eauthor. =700 1\$aMcBride, SL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12114J.htm =LDR 03606nab a2200589 i 4500 =001 JTE12158J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12158J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12158J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS283 =082 04$a681/.760410288$223 =100 1\$aIskander, SK.,$eauthor. =245 10$aCrack-Arrest Testing of Irradiated Nuclear Reactor Pressure Vessel Steels at the Oak Ridge National Laboratory /$cSK. Iskander, PP. Milella, A. Pini, ET. Manneschmidt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aCrack-arrest testing of nuclear pressure vessel steels has been conducted at Oak Ridge National Laboratory for many years. Four methods have been used to initiate fast-running cracks in crackarrest specimens: (1) the deposition of a brittle weld bead using hardfacing weld electrodes, (2) water quenching a chevron crack tip, (3) quenching the crack tip by discharging a large current into the crack tip region, and (4) the use of duplex specimens. A problem often encountered with Methods 1 and 4 is the control of the width of the heat-affected zone (HAZ). The HAZ is generally tough and can arrest crack propagation before it has run into the test section. Irradiated crack-arrest specimens were prepared using Methods 1, 3, and 4. Method 1 was the most successful, while Method 4 was the least successful. This paper will discuss some of the reasons for the success, or lack of, as well as the results of testing both a high-copper weldment and a low-copper forging in terms of the shift and shape of the Ka toughness curve compared to the Charpy V-notch shift. The present ASTM Test Method for Determining Plane-Strain Crack-Arrest Fracture Toughness, KIa, of Ferritic Steels (E 1221-88) validity criteria will also be discussed in light of the results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aASME KIa curve. =650 \0$aReference temperature. =650 \0$aPressure vessel steels. =650 \0$aShift of toughness curve. =650 \0$aPressure Vessels. =650 \0$aFilament winding. =650 14$aCrack-arrest toughness. =650 24$aShift of toughness curve. =650 24$aAmerican Society of Mechanical Engineers (ASME) KIR curve. =650 24$aASME KIa curve. =650 24$aPressure vessel steels. =650 24$aReference temperature. =650 24$aRTNDT. =650 24$aEffect of neutron irradiation on crack-arrest toughness. =700 1\$aMilella, PP.,$eauthor. =700 1\$aPini, A.,$eauthor. =700 1\$aManneschmidt, ET.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12158J.htm =LDR 03178nab a2200577 i 4500 =001 JTE12115J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12115J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12115J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC915 =082 04$a551.57$223 =100 1\$aKumaran, MK.,$eauthor. =245 13$aAn Alternative Procedure for the Analysis of Data from the Cup Method Measurements for Determination of Water Vapor Transmission Properties /$cMK. Kumaran. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThe cup methods are used extensively to determine the water vapor transport characteristics of building materials. The dry cup method and the wet cup method prescribe two standardized procedures for this purpose. The dry cup method gives the results as an average value of the property at a mean relative humidity of 25% and the wet cup at 75%. This information is inadequate for detailed hygrothermal analysis of building components. The complete dependence of water vapor permeability on relative humidity is required by most of the current computer models used for hygrothermal analysis. This paper presents an extension of the cup methods in which a series of dry cup and another series of wet cup measurements are suggested at varying relative-humidity levels outside the cup. Also, a detailed procedure for the data analyses to define the dependence of vapor permeability on relative humidity is presented. The methodology is applied successfully to three materials: perlite insulation board, calcium silicate insulation board, and plywood sheathing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDry cup. =650 \0$aWet cup. =650 \0$aPermeance. =650 \0$aHygroscopic. =650 \0$aPermeability. =650 \0$aRelative humidity. =650 \0$aWater vapor transmission. =650 \0$aWater vapor, Atmospheric. =650 \0$aClimatology. =650 14$aWater vapor transmission. =650 24$aPermeance. =650 24$aPermeability. =650 24$aRelative humidity. =650 24$aDry cup. =650 24$aWet cup. =650 24$aHygroscopic. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12115J.htm =LDR 02403nab a2200469 i 4500 =001 JTE12112J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12112J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12112J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA367 =082 04$a620.28$223 =100 1\$aMarur, PR.,$eauthor. =245 10$aEvaluation of Mechanical Properties of Functionally Graded Materials /$cPR. Marur, HV. Tippur. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aAn experimental technique for evaluating the elastic properties of functionally graded materials (FGMs) is proposed. Ultrasonic pulse-echo measurements in conjunction with elastic impact testing permit determination of Young's modulus, Poisson's ratio, and the mass density of the material and its longitudinal variation. The details of the formulation of the technique and the implementation issues are discussed in this paper. These techniques have been applied successfully to evaluate the properties of a model functionally graded material. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSupersonics. =650 \0$aLevel indicators. =650 14$aUltrasonic pulse-echo measurement. =650 24$aElastic-impact technique (tap test) =650 24$aElastic constants evaluation. =650 24$aFunctionally graded materials. =700 1\$aTippur, HV.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12112J.htm =LDR 03142nab a2200565 i 4500 =001 JTE12119J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12119J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12119J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP968 =082 04$a668.3$223 =100 1\$aPellicane, PJ.,$eauthor. =245 10$aEffect of Construction Adhesive and Joist Variability on the Deflection Behavior of Commercial Wood Floors /$cPJ. Pellicane, G. Robinson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aA total of 19 440 virtual structural floors of a geometry and material configuration consistent with those used in commercial construction (commercial floors) throughout North America was numerically analyzed to determine deflection characteristics under a constant uniformly distributed load of 95 lbf/ft2 (4.55 kPa). The intent of these analyses was to determine the effect of joist variability on the deflection behavior of floors with and without elastomeric construction adhesive (ECA) between sheathing and joists. The joist property (modulus of elasticity, MOE) was allowed to vary in a systematic fashion between 1250 (8.62) and 3250 (22.4) ksi (MPa) in increments of 250 ksi (1.72 MPa). In addition, the variability of the joists (at each value of MOE) varied between coefficient of variation (COV) values of 0.025 to 0.150 in increments of 0.025. One hundred eighty floors were evaluated with and without ECAs at each mean MOE value and at each COV value for the joists. All other sheathing and connector properties remained constant. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aLight frame. =650 \0$aFloor systems. =650 \0$aJoist variability. =650 \0$aDeflection behavior. =650 \0$aConstruction adhesives. =650 \0$aAdhesives. =650 \0$aJoints (Engineering) =650 14$aWood. =650 24$aFloor systems. =650 24$aLight frame. =650 24$aConstruction adhesives. =650 24$aJoist variability. =650 24$aDeflection behavior. =700 1\$aRobinson, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12119J.htm =LDR 02247nab a2200493 i 4500 =001 JTE12110J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12110J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12110J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK9203.P7 =082 04$a621.48$223 =100 1\$aWei, Y.,$eauthor. =245 10$aEvaluation of Wear Resistance of Snow Plow Blade Cutting Edges Using the Scratch Test Method /$cY. Wei, WA. Nixon, Z. Shi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThe scratch test method was used to evaluate the wear resistance of snow plow blade cutting edges. A testing apparatus peculiar to the in situ scratch test of cutting edges was developed. Experimental results indicated that the scratch hardness correlated better to the wear resistance of cutting edges than did the indentation hardness. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aScratch test. =650 \0$aWear resistance. =650 \0$aMechanical wear. =650 \0$aPressurized water reactors. =650 14$aWear resistance. =650 24$aScratch test. =650 24$aSnow plow blade cutting edge. =700 1\$aNixon, WA.,$eauthor. =700 1\$aShi, Z.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12110J.htm =LDR 03285nab a2200601 i 4500 =001 JTE12117J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12117J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12117J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC261 =082 04$a616.9/94/33$223 =100 1\$aLytle, CD.,$eauthor. =245 10$aEvaluation of Three Methodologies for Testing Disposable ENT Endoscope Sheaths as Viral Barriers /$cCD. Lytle, CR. Clavet, MP. Chaput, GW. Varney, TM. To, RF. Carey, KH. Baker. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aThree methods to determine the barrier function of ENT endoscope sheaths were evaluated: (1) the air deflation test, a candidate quality assurance test, compared differences in pressure between a test sheath and an intact one; (2) a virus barrier test challenged with bacteriophage ?X174 outside the sheath, with barrier penetration determined by rinsing inside and assaying for penetrated virus; (3) another virus barrier test challenged from inside, with virus penetration determined by assaying a collection/submersion solution. Sheaths with laser-drilled holes or tears generated by acupuncture needles were tested. Five-µm holes and larger were detected by air deflation or inside virus challenge. Outside virus challenge could reliably detect only 30-µm holes. Tears of 35-µm length were detected by inside virus challenge, while all three tests detected 85-µm tears. In addition, air bubbles during submersion detected and located 5-µm holes and larger, suggesting another quality assurance test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAir bubble test. =650 \0$aEndoscope sheath. =650 \0$aQuality assurance. =650 \0$aAir deflation test. =650 \0$aViral barrier tests. =650 \0$aEndoskopie. =650 \0$aMagenkrebs. =650 14$aEndoscope sheath. =650 24$aAir deflation test. =650 24$aViral barrier tests. =650 24$aAir bubble test. =650 24$aQuality assurance. =700 1\$aClavet, CR.,$eauthor. =700 1\$aChaput, MP.,$eauthor. =700 1\$aVarney, GW.,$eauthor. =700 1\$aTo, TM.,$eauthor. =700 1\$aCarey, RF.,$eauthor. =700 1\$aBaker, KH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12117J.htm =LDR 02968nab a2200553 i 4500 =001 JTE12118J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12118J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12118J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD9580.A2 =082 04$a388.5$223 =100 1\$aStraughan, WT.,$eauthor. =245 10$aCreep Test of Cured-In-Place Pipe Material Under Tension, Compression, and Bending /$cWT. Straughan, N. Tantirungrojchai, LK. Guice, H. Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aInexpensive and easily fabricated long-term creep test devices have been designed and built in order to identify the long-term creep behavior of cured-in-place pipe (CIPP) material under tension, compression, and bending. A special device for testing curved specimens has been designed, built, and evaluated. Loads were applied for 3000 h, and the deformations of CIPP specimens were recorded. Findley's equation, which has been successfully used to predict the creep behavior of plastics for more than 25 years, was used as a baseline for data analysis. The results from Findley's approach were compared with the results from the analyses by theoretical and log-fit methods. The comparison of the three approaches shows that the best estimation of 3000-h creep moduli can be obtained by using the log-fit method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFindley's equation. =650 \0$aLong-term creep testing. =650 \0$aPipeline rehabilitation. =650 \0$aLog-fit method, plastics. =650 \0$aGeopolitics. =650 \0$aGas industry. =650 14$aCured-in-place pipe (CIPP) =650 24$aPipeline rehabilitation. =650 24$aFindley's equation. =650 24$aLong-term creep testing. =650 24$aLog-fit method, plastics. =700 1\$aTantirungrojchai, N.,$eauthor. =700 1\$aGuice, LK.,$eauthor. =700 1\$aLin, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12118J.htm =LDR 03497nab a2200553 i 4500 =001 JTE12113J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12113J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12113J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aUG485 =082 04$a006.32$223 =100 1\$aWu, A.,$eauthor. =245 12$aA Neural-Based Analog IC Parametric Fault Diagnostic System with Discriminant Simulation Sampling /$cA. Wu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aThis article presents experimental results that show feedforward neural networks are well suited for analog IC parametric fault diagnosis. It describes a discriminant sampling method for analog IC parametric faults simulation for a neural-based diagnostic system to reduce the computational overhead of the neural network training phase. Analog circuit fault simulation has not achieved the same degree of success as its digital counterpart owing to the difficulty in modeling the more complex analog behavior. Analog circuit fault simulation does rely on time-consuming circuit simulations on a large number of sampled points subject to various process deviations to emulate the actual faulty conditions. The proposed algorithm uses an effective importance sampling strategy to capture the parametric acceptance boundaries of the circuit under test. It makes use of circuit simulations effectively to relate each circuit performance to the process disturbances and to establish response functions that are accurate at the transition boundaries of the acceptance region. With the proposed approach, simulation samples can be generated for fault simulations mostly at the boundaries of the acceptance region to institute the discriminant functions for parametric faults testing using a neural network approach. The proposed algorithm is more computationally effective when compared to the Monte Carlo method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAnalog circuit. =650 \0$aNeural network. =650 \0$aFault diagnosis. =650 \0$aFault simulation. =650 \0$aParametric faults. =650 \0$aNetwork analysis (Planning) =650 \0$aCommand and control systems. =650 \0$aNeural networks (Computer science) =650 14$aParametric faults. =650 24$aFault simulation. =650 24$aNeural network. =650 24$aAnalog circuit. =650 24$aFault diagnosis. =650 24$aDiscriminant sampling method. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12113J.htm =LDR 02839nab a2200577 i 4500 =001 JTE12116J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12116J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12116J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.84 =082 04$a620.1/127$223 =100 1\$aMussot-Hoinard, G.,$eauthor. =245 12$aA Testing Device for the Mechanical Characterization of Wood Beams or Plates Under Bending Compression /$cG. Mussot-Hoinard, G. Ferron. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aA bending-compression device has been designed with the help of the ABAQUS/Standard finite element code for studying the mechanical behavior of structural elements under complex loading. A description of the device and its principle are presented. Samples are instrumented with the aim of a better comprehension of the damage mechanisms up to rupture. Current strain on the middle of the upper and lower faces and acoustic emission (AE) signals is collected. A coupled analysis of the mechanical and physical responses are made related to visual observations. Results are illustrated in the case of spruce beams loaded under bending up to rupture with the bending moment along the direction perpendicular to the annual rings. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aDamage. =650 \0$aBending. =650 \0$aCompression. =650 \0$aMechanical testing. =650 \0$aWood-based materials. =650 \0$aAcoustic emission. =650 \0$aAcoustic emission testing. =650 14$aMechanical testing. =650 24$aBending. =650 24$aCompression. =650 24$aAcoustic emission. =650 24$aDamage. =650 24$aWood. =650 24$aWood-based materials. =700 1\$aFerron, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12116J.htm =LDR 02236nab a2200517 i 4500 =001 JTE12121J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12121J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12121J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aMing, L.,$eauthor. =245 13$aAn H2-Optimal Control of Random Loading for a Laboratory Fatigue Test /$cL. Ming, X. Bing-Han, W. You-Sheng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aThe authors have proposed an H2-optimal control method of random loading for a fatigue test. The optimal prefilter or optimal controller has been realized, and its system function or frequency response function was derived. The control method was verified by a test, and its use was presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue test. =650 \0$aOptimization. =650 \0$aH2-optimal control. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFatigue test. =650 24$aH2-optimal control. =650 24$aOptimization. =700 1\$aBing-Han, X.,$eauthor. =700 1\$aYou-Sheng, W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12121J.htm =LDR 02767nab a2200505 i 4500 =001 JTE12120J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12120J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12120J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a620.1/123$223 =100 1\$aHe, Q.,$eauthor. =245 10$aMeasurement of Fatigue-Creep Dynamic Back Stress and Strain Rate Equation of a Fe-Ni-Cr Alloy /$cQ. He, G. Chen, S. Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA new testing method for measurement of dynamic back stress for fatigue-creep interaction with predominant creep at high mean stress is developed according to the principle of dropped stress creep. A series of dropped stress creep tests were performed repeatedly until an unlimited extensive incubation with zero creep rate at a given dropped stress occurred. The stress causing zero creep rate is defined as fatigue-creep dynamic back stress. The developed method was used successfully to measure the dynamic back stress for fatigue-creep interaction with predominant creep. The dynamic effective stress could yield a better description of the strain rate equation for the fatigue-creep interaction at high mean stress. Mean stress plays a predominant role in determining fatigue-creep strain rate. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHigh mean stress. =650 \0$aDynamic back stress. =650 \0$aFatigue-creep interaction. =650 \0$aStrains and stresses. =650 \0$aMechanical prestressing. =650 14$aFatigue-creep interaction. =650 24$aHigh mean stress. =650 24$aDynamic back stress. =700 1\$aChen, G.,$eauthor. =700 1\$aZhang, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12120J.htm =LDR 02972nab a2200601 i 4500 =001 JTE12111J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12111J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12111J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA465 =082 04$a389/.1$223 =100 1\$aJensen, CP.,$eauthor. =245 10$aVickers Hardness Indentations Measured with Atomic Force Microscopy /$cCP. Jensen, JF. Jorgensen, J. Garnaes, GB. Picotto, G. Gori. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aVickers hardness indentations on a steel gage block (-900 HV) with diagonals between 3.4 and 44 µm have been measured with a calibrated atomic force microscope (AFM) and with an opticalbased method. From the AFM images the diagonals were measured from hard copies of diagonal profiles and automatically by image analysis. The combined standard uncertainty for the 3.4-µm diagonals was 10% for the optical-based and only 2.4% for the profile-based measurements (68% confidence level). Indentations with diagonals between 10 and 44 µm had concave shapes, in contrast to the 3.4-µm indentations. We show that optical-based measurements were not made at the level of the background plane, but higher on the indentation ridges. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMetrology. =650 \0$aDiagonal length. =650 \0$aVickers hardness. =650 \0$aIndentation depth. =650 \0$aIndentation profile. =650 \0$aAtomic force microscopy. =650 \0$aMeasurement$xStandards. =650 \0$aWeights and measures. =650 14$aVickers hardness. =650 24$aIndentation profile. =650 24$aIndentation depth. =650 24$aDiagonal length. =650 24$aAtomic force microscopy. =650 24$aMetrology. =700 1\$aJorgensen, JF.,$eauthor. =700 1\$aGarnaes, J.,$eauthor. =700 1\$aPicotto, GB.,$eauthor. =700 1\$aGori, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12111J.htm =LDR 02832nab a2200541 i 4500 =001 JTE12159J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12159J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12159J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a620.1/123$223 =100 1\$aVerma, BB.,$eauthor. =245 10$aEffect of Loading Parameters on Post-Overload Fatigue Crack Closure /$cBB. Verma, RK. Pandey, R. Chinnadurai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThe tensile overload cycle has a significant effect on fatigue behavior, resulting in an enhanced crack closure level and reduced fatigue crack growth rate. The present investigation studies the effect of opening mode tensile overload on crack closure in 2024-T3 aluminum alloy and 4130 Cr-Mo steel sheets. It is found that the overload-induced closure parameter KopOLincreases with basic stress intensity range ?K and overload level. The result further indicates that the significant closure effect can be obtained only beyond a limiting level of overloading ratio (OLR)=1.30 in both the alloys, where OLR is the ratio of the maximum stress-intensity factor in the overloading cycle to the maximum stress-intensity factor in the constant-amplitude loading cycle. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack closure. =650 \0$aOverloading cycle. =650 \0$aPlastic zone size. =650 \0$aCrack growth retardation. =650 \0$aresidual stresses. =650 \0$aMechanical prestressing. =650 14$aOverloading cycle. =650 24$aCrack closure. =650 24$aPlastic zone size. =650 24$aCompressive residual stress. =650 24$aCrack growth retardation. =700 1\$aPandey, RK.,$eauthor. =700 1\$aChinnadurai, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12159J.htm =LDR 03565nab a2200553 i 4500 =001 JTE12333J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12333J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12333J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS494.5.S86 =082 04$a333.76$223 =100 1\$aSoyama, H.,$eauthor. =245 14$aThe Fundamental Threshold Level-a New Parameter for Predicting Cavitation Erosion Resistance /$cH. Soyama, H. Kumano. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aIn order to predict and avoid cavitation erosion, it is necessary to know the resistance of materials to cavitation impacts. It is proposed that only cavitation impacts with energy larger than a certain threshold level affect the cavitation erosion of materials. Weak cavitation impacts have small impact energy, which cannot produce elastic or plastic deformation on materials. Cavitation erosion does not take place in this situation. On the other hand, strong cavitation impacts have large impact energy, which generates plastic deformation and/or causes damage with mass loss. It is proposed that only cavitation impacts that are larger than a certain threshold level affect the cavitation erosion of materials. In this paper, the existence of such a threshold level is revealed experimentally. The fundamental threshold level of the material is a new parameter suitable for the prediction of cavitation erosion rate. The erosion rates for several materials were determined by using a cavitating jet erosion test, which forms a new ASTM standard, ASTM G 134. The cavitation impacts induced by the cavitating jet were measured by means of a specially made PVDF transducer and the energy of the cavitation impacts were then calculated. The fundamental threshold levels for several materials were obtained from the relationship between the erosion rate and the energy of the cavitation impacts. A method to predict cavitation erosion quantitatively from the fundamental threshold level of the material and the measurement of cavitation impacts is proposed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aErosion. =650 \0$aCavitation. =650 \0$aPrediction. =650 \0$aImpact force. =650 \0$aThreshold level. =650 \0$aSoil erosion. =650 \0$aSoil erosion$xTropics. =650 14$aCavitation. =650 24$aErosion. =650 24$aJet. =650 24$aPrediction. =650 24$aImpact force. =650 24$aThreshold level. =700 1\$aKumano, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12333J.htm =LDR 04010nab a2200589 i 4500 =001 JTE12331J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12331J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12331J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aMakabe, C.,$eauthor. =245 10$aFatigue Mechanism of Ion-Nitrided Low Carbon Steel /$cC. Makabe, T. Makishi, H. Kaneshiro. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe fatigue strength and the fracture mechanisms of ion-nitrided steel were investigated using three types of specimens-annealed specimens, nitrided specimens, and specimens from which the surface layer was removed (surface-removed specimens). The latter specimens' surface layers were removed after nitriding, reducing their radius by 0.1 mm. The fatigue limit of the nitrided specimens was higher than that of the annealed specimens, but was almost the same as that of the surface-removed specimens. This is related to the hardness distribution of the specimens. In the case of the nitrided specimen, the maximum hardness was recorded at the surface and decreased gradually toward the center of the specimen. The estimated strength deduced from the hardness of that specimen is higher than the measured fatigue limit within a depth of 0.1 mm from the surface. At internal depths of more than 0.1 mm from the surface, the estimated strength is expected to be lower than the fatigue limit. Accordingly, the fatigue limit and strength of the nitrided specimens are determined by the internal properties of the materials, and thus the fatigue limit and strength of the nitrided specimens are not decreased even if the surface layer is removed. In the case of the nitrided specimens, the cracks were difficult to observe from the surface because the crack initiations occurred internally. Since removing the surface layers facilitates observing the cracks on the surface, the initiation mechanism of internal cracking can be evaluated by observing surface crack initiation. In the case of the surface-removed specimens, many cracks initiated and propagated along the needle-shaped precipitates of Fe4N and finally these cracks coalesced with each other. From the observation of the fracture surfaces, a similar mechanism is assumed to be operating internally in the nitrided specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue life. =650 \0$aIon nitriding. =650 \0$aNitrided steel. =650 \0$aCrack initiation. =650 \0$aFatigue fracture. =650 \0$aCrack propagation. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFatigue fracture. =650 24$aFatigue life. =650 24$aIon nitriding. =650 24$aNitrided steel. =650 24$aCrack initiation. =650 24$aCrack propagation. =700 1\$aMakishi, T.,$eauthor. =700 1\$aKaneshiro, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12331J.htm =LDR 03029nab a2200517 i 4500 =001 JTE12336J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12336J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12336J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aKolman, DG.,$eauthor. =245 10$aLiquid-Metal Embrittlement of 7075 Aluminum and 4340 Steel Compact Tension Specimens by Gallium /$cDG. Kolman, R. Chavarria. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aLiquid-metal embrittlement of aluminum alloy 7075-T6 and AISI 4340 steel by gallium has been observed previously. Unfortunately, quantitative data regarding the level of embrittlement are limited due to the difficulty of testing fracture mechanics specimens. This study uses L-T compact tension specimens to determine the threshold stress intensity for crack initiation during exposure to gallium. Sample surfaces were wet with gallium prior to exposure at 35°C by removing the crack tip and side groove oxide film with a scalpel in the presence of gallium. Both 4340 steel and 7075 Al were embrittled by Ga as measured by threshold stress intensity. Kthi, the stress intensity at crack initiation as detected by direct current potential drop (DCPD), for 4340 and 7075 was 33% and 5% of KIci (the fracture toughness as detected by DCPD), respectively. In contrast to air-exposed samples, extremely rapid crack propagation to failure of Ga-exposed samples was observed. Fractography revealed intergranular fracture of Al 7075 and 4340 steel following Ga exposure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGallium. =650 \0$aAluminum 7075. =650 \0$aFracture toughness. =650 \0$afracture mechanics. =650 \0$aFracture of materials. =650 14$aLiquid-metal embrittlement. =650 24$aAluminum 7075. =650 24$a4340 steel. =650 24$aGallium. =650 24$aFracture toughness. =700 1\$aChavarria, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12336J.htm =LDR 03151nab a2200565 i 4500 =001 JTE12329J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12329J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12329J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aLi, S.,$eauthor. =245 10$aEnhancement of Asphalt Pavement Evaluation Using Monte Carlo Simulation and Accelerated Pavement Testing /$cS. Li, Y. Li, JB. Metcalf. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aPavement engineers often are required to evaluate quickly new pavement structures, new paving materials, or pavement performance. In the past decades, pavement engineers have employed prediction models or tests to fulfill these tasks. Recently, great effort has been made to utilize accelerated pavement testing (APT) to evaluate pavements in situ. Because APT requires building test sections and sophisticated loading facilities, the individual test section is very short and the number of test sections is usually small. Consequently, the test results may not take into account variability in pavement materials, traffic estimation, and surrounding conditions. This paper investigates use of Monte Carlo simulation in conjunction with APT to evaluate asphalt pavement structure and performance. It is shown that the capability of APT for pavement evaluation has been enhanced. The proposed pavement evaluation approach allows for considering variability in pavement properties and traffic estimation, and can generate realistic results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPerformance. =650 \0$aReliability. =650 \0$aServiceability. =650 \0$aAsphalt pavement. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aAsphalt pavement. =650 24$aReliability. =650 24$aPerformance. =650 24$aServiceability. =650 24$aAccelerated pavement testing. =650 24$aMonte Carlo simulation. =650 24$aPresent serviceability index. =700 1\$aLi, Y.,$eauthor. =700 1\$aMetcalf, JB.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12329J.htm =LDR 03450nab a2200541 i 4500 =001 JTE12334J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12334J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12334J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aMamlouk, MS.,$eauthor. =245 10$aEffect of Anisotropy on Compressive and Tensile Properties of Asphalt Mixtures /$cMS. Mamlouk, MW. Witczak, KE. Kaloush, Y-S Ho. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe research effort in this paper was part of the Superpave Support and Performance Models Management Project (Advanced Material Characterization) and was funded by the National Cooperative Highway Research Program Project 9-19. Anisotropy of hot mix asphalt materials greatly depends on specimen preparation, testing conditions, and test parameters under consideration. The objective of this study was to evaluate the anisotropy of selected test properties for specimens specially prepared with the Superpave gyratory compactor and cored in the vertical, horizontal, and diagnonal directions. The number of gyrations during compaction was adjusted on a trial-and-error basis to produce cores having air void contents of 4.0 ± 0.5% regardless of the direction of coring. Confined compression and tension tests were performed on the cored test specimens. The analysis included parameters such as the compressive / tensile strength, modulus of elasticity, and strain at failure. All test results were analyzed statistically. The majority of the test results (compression and tension) showed no significant effect of test specimen orientation on the test parameters at the 5% level of significance and for the test conditions used in the study. These results indicated that anisotropic effects might be ignored for the asphalt mixture used in this study using the special preparation method in the Superpave gyratory compactor. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAnisotropy. =650 \0$aTension test. =650 \0$aAsphalt mixtures. =650 \0$aCompression test. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aAnisotropy. =650 24$aAsphalt mixtures. =650 24$aCompression test. =650 24$aTension test. =700 1\$aWitczak, MW.,$eauthor. =700 1\$aKaloush, KE.,$eauthor. =700 1\$aHo, Y-S,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12334J.htm =LDR 02837nab a2200553 i 4500 =001 JTE12330J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12330J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12330J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA492.B63 =082 04$a621.8/82$223 =100 1\$aYadama, V.,$eauthor. =245 10$aExperimental Analysis of Multiple Staple Joints in Selected Wood and Wood-Based Materials /$cV. Yadama, J. Zhang, BM. Syed, PH. Steele. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aEffects of the number and spacing between staples on withdrawal and lateral resistance of stapled joints were investigated for selected wood and wood-based materials. Galvanized staples with legs that were 1.59 mm in diameter (16-gage wire) and 38 mm (1.5-in.) in length, and had chisel-end points, were used to construct the joints. Spacings between staples of 3.18 mm (1/8-in.) and 6.35 mm(1/4-in.) were tested. One, two, four, or eight staples were used to fasten the joint members that were of the following materials: Eastern cottonwood (Populus deltoides), red oak (Quercus falcata), yellow poplar (Liriodendron tulipifera), sweetgum (Liquidambar styraciflua), medium density fiberboard (MDF), and oriented strandboard (OSB). Direct withdrawal and lateral resistances of the joints were evaluated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aJoint. =650 \0$aStaple. =650 \0$aWithdrawal resistance. =650 \0$abolted joints. =650 \0$aBolts and nuts. =650 \0$aJoints (Engineering) =650 14$aStaple. =650 24$aWood. =650 24$aJoint. =650 24$aWithdrawal resistance. =700 1\$aZhang, J.,$eauthor. =700 1\$aSyed, BM.,$eauthor. =700 1\$aSteele, PH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12330J.htm =LDR 03097nab a2200613 i 4500 =001 JTE12332J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12332J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12332J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP1180.V48 =082 04$a668.4237$223 =100 1\$aKerr, LN.,$eauthor. =245 14$aThe Effect of Simulated Clinical Use on Vinyl and Latex Exam Glove Durability /$cLN. Kerr, WS. Boivin, MP. Chaput, SL. Hamilton, SA. Mailhot, LG. O'Malley, JC. Teixeira. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aA simulated clinical-use study was conducted in order to verify the failure rates found in the literature and to identify the failure modes and typical locations of defects in vinyl and latex exam gloves. A simulated clinical-use protocol consisted of approximately 12 min of manipulating various medical devices. This simulated clinical use created significantly more defects in vinyl gloves (35%) than in latex gloves (9%). The user's dominant hand was significantly associated with defect rate in vinyl gloves (60%) but not in latex gloves (56%). The majority of the defects (74%) in the vinyl gloves were located in the thumb and index finger. The defects in the latex gloves were distributed evenly among the palm/back of hand, thumb, index finger, and cuff. Typical defects consisted of holes, slits, tears, and abrasions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLatex. =650 \0$aVinyl. =650 \0$aDurability. =650 \0$aMedical gloves. =650 \0$aSimulated clinical use. =650 \0$aVinyl chloride polymers. =650 \0$aPolyvinyl chloride. =650 14$aMedical gloves. =650 24$aVinyl. =650 24$aLatex. =650 24$aExam. =650 24$aDurability. =650 24$aSimulated clinical use. =700 1\$aBoivin, WS.,$eauthor. =700 1\$aChaput, MP.,$eauthor. =700 1\$aHamilton, SL.,$eauthor. =700 1\$aMailhot, SA.,$eauthor. =700 1\$aO'Malley, LG.,$eauthor. =700 1\$aTeixeira, JC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12332J.htm =LDR 03497nab a2200649 i 4500 =001 JTE12328J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12328J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12328J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQM601 =082 04$a572.8845$223 =100 1\$aWang, H.,$eauthor. =245 10$aRing Hoop Tension Test (RHTT) :$bA Test for Transverse Tensile Properties of Tubular Materials /$cH. Wang, R. Bouchard, R. Eagleson, P. Martin, WR. Tyson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aTube hydroforming has been receiving increasing attention, particularly for making automotive components. In this process, tubular metal pats are formed within a die cavity by forcing pressurized fluid inside so that the part expands into its final shape in a die. Process control requires an improved knowledge of mechanical properties in the transverse direction of tubular products. Several laboratory tests have been used to evaluate tube properties. One test method that has been used for zirconium alloy cladding tubes in the nuclear industry is the ring test, in which an expansion force is applied from inside the ring by separating two die inserts. In the present work, this test method is adapted to determine the hoop stress-strain curve of tubular materials. The new protocol allows measurement of the tensile properties without altering those properties in specimen preparation, which occurs using the conventional flattened strip tensile test. This paper presents the new test and data analysis procedure, along with typical data for a commercial steel hydroforming tube. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aR-value. =650 \0$aElongation. =650 \0$aPressure tube. =650 \0$aRing specimen. =650 \0$aTube hydroforming. =650 \0$aInstantaneous n-value. =650 \0$aHoop stress-strain curve. =650 \0$aTranscription Factors. =650 \0$aTranscription, Genetic. =650 \0$aTranscriptionalElongationFactors. =650 14$aTube hydroforming. =650 24$aPressure tube. =650 24$aTransverse tensile properties. =650 24$aRing specimen. =650 24$aHoop stress-strain curve. =650 24$aElongation. =650 24$aInstantaneous n-value. =650 24$aR-value. =700 1\$aBouchard, R.,$eauthor. =700 1\$aEagleson, R.,$eauthor. =700 1\$aMartin, P.,$eauthor. =700 1\$aTyson, WR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12328J.htm =LDR 02463nab a2200421 i 4500 =001 JTE12337J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12337J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12337J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA353 =082 04$a620.105 22$223 =100 1\$aBlau, PJ.,$eauthor. =245 10$aReview of :$bWear Analysis for Engineers /$cPJ. Blau. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe objective and intended audience for this book are clearly stated in the Preface: "This book is intended to explain the wear analysis method and its implementation and to provide sufficient information for the performance of most wear analyses. It is intended primarily for engineers." Perhaps, the phrase "author's wear analysis method," should probably be substituted in place of "the wear analysis method," which implies that there is only one. In fact, there are several handbooks and tribology texts on the market today that describe some form of wear analysis. While the author's approach shares many key attributes with the others, it represents a unique perspective gained after 40 years of experience in the field of tribology. The approach he provides is sufficiently general to cover a wide range of wear problems. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aThermoelasticity. =650 \0$aThermoelastic stress analysis. =650 \0$aMechanical wear. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12337J.htm =LDR 02953nab a2200565 i 4500 =001 JTE12327J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12327J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12327J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aNoda, NA.,$eauthor. =245 10$aStress Concentration Factor Formulas Useful for All Notch Shapes in a Flat Test Specimen Under Tension and Bending /$cNA. Noda, Y. Takase. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aIn this work, stress concentration factors Kt for a flat bar with circular-arc or V-shaped notches are considered based on the exact solutions for special cases and accurate numerical results. Then, a set of Kt formulas useful for any notch shape is proposed. The conclusions can be summarized as follows. For the limiting cases of deep (d) and shallow (s) notches, the body force method is used to calculate the Kt values. Then, the formulas are obtained as Ktd and Kts. Next, the notch shape is classified into several groups according to the notch radius and notch depth. Then, the least squares method is applied for calculation of Kt/Ktd and Kt/Kts. Finally, convenient formulas are proposed that are useful for any notch shape in a flat test specimen. The formulas yield stress concentration factors with less than 1% error for any notch shape in a flat test specimen. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNotch. =650 \0$aBending. =650 \0$aTension. =650 \0$aBody force method. =650 \0$aFatigue test specimen. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aStress concentration factor. =650 24$aFatigue test specimen. =650 24$aNotch. =650 24$aTension. =650 24$aBending. =650 24$aBody force method. =700 1\$aTakase, Y.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12327J.htm =LDR 03284nab a2200553 i 4500 =001 JTE12335J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2002\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12335J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12335J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD9506 =082 04$a671.42/05$223 =100 1\$aGlaser, RA.,$eauthor. =245 10$aData Supporting a Provisional ASTM Method for Metalworking Fluids Part 3. Evaluation of an ASTM Method for Metalworking Fluids in a Survey of Metalworking Facilities /$cRA. Glaser, S. Shulman, R. Kurimo, G. Piacitelli. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2002. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aAn interim ASTM method for analysis of metalworking fluids was evaluated for estimation of personal exposure concentrations in a 79-plant survey of machine shops and metalworking facilities across the United States. Both thoracic and total particulate samples were collected on tared polyte trafluoroethylene filters. Metalworking fluid concentrations were estimated by determination of the total- and extractable-sample weights using ASTM Method PS-42-97. This procedure employs a temary solvent blend of dichloromethane:methanol:toluene to separate the fluids from comingled insoluble particulate. Following the initial extraction, reextraction of 322 samples with the ternary solvent removed, on average, <2.5% of the sample weight, indicating that the majority of extractable material had been removed during the first extraction. Evaluation of the field study blank data permitted estimation of the mean, median, and upper 95th percentile of the limits of quantitation to be 0.1 mg, 0.1 mg, and 0.3 mg, respectively, for both the total weight and the extractable weight samples. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBlanks. =650 \0$aFraction extracted. =650 \0$aMetalworking fluids. =650 \0$aQuality control measures. =650 \0$aMetalworking industries. =650 \0$aMetalworking. =650 14$aMetalworking fluids. =650 24$aBlanks. =650 24$aFraction extracted. =650 24$aRecommended exposure level. =650 24$aQuality control measures. =700 1\$aShulman, S.,$eauthor. =700 1\$aKurimo, R.,$eauthor. =700 1\$aPiacitelli, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 30, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2002$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12335J.htm =LDR 02789nab a2200517 i 4500 =001 JTE20130101 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130101$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130101$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHA31.3 =082 04$a519.5/36$223 =100 1\$aChu, Tao-Peng,$eauthor. =245 10$aDefect Prediction for New Products During the Development Phase /$cTao-Peng Chu, Fu-Kwun Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aDefect prediction is an important task in the development phase of new products. We present a new method of predicting the number of defects for new products in the computer industry, such as laptops, during the development phase. The proposed approach is based on robust regression and reliability growth models. We use a robust regression model to predict the number of defects for new products, and a growth model is used to track the test progress during the development phase. The Weibull growth model achieves the best fit compared with other models, such as the exponential, three-parameter logistic, and Gompertz model. The predicted defects for four example products are similar to the actual defects during the whole development phase. The Weibull growth curve also provides a good fit for monitoring defect trends. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGrowth model. =650 \0$aDefect prediction. =650 \0$aRobust regression. =650 \0$aSocial sciences$xStatistical methods. =650 \0$aRegression analysis. =650 \0$aRobust statistics. =650 14$aDefect prediction. =650 24$aTest. =650 24$aRobust regression. =650 24$aGrowth model. =700 1\$aWang, Fu-Kwun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130101.htm =LDR 03305nab a2200577 i 4500 =001 JTE20120364 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120364$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120364$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aYeon, Kyu-Seok,$eauthor. =245 10$aLow Temperature Tensile Characteristics of Warm-Mix Asphalt Mixtures /$cKyu-Seok Yeon, Sungun Kim, Hyong-Jong Lee, Kwang W. Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThe tensile strength (St) of warm-mix asphalt (WMA) and hot-mix asphalt (HMA) concretes were measured by indirect tensile strength test at 25, 5, -5, -15, -25 and -35°C. Fracture toughness (Tu) was calculated from each of the St test curves. Two WMA additives and two polymer modifiers were used to produce WMA mixtures at 135°C in the laboratory. All asphalt concretes evaluated in this study showed St increase by temperature decreases, peaking at -15°C or -25°C, then decreasing with further lowering of temperatures. The St values of WMA mixtures were observed to be higher than those of HMA mixtures in most cases at all low temperatures evaluated in this study. After being subjected to differential thermal contraction damage at -15 and/or -20°C, most of the WMA mixtures showed higher St than HMA mixes at severely low temperatures (-25 and -35°C). Therefore, it was concluded that the WMA mixtures had stronger St than HMA mixtures at low temperatures when prepared with the same low-temperature PG binders, even though they were produced at a lower aggregate-heating temperature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aToughness. =650 \0$aLow temperature. =650 \0$aTensile strength. =650 \0$aWarm-mix asphalt. =650 \0$aPavements, Asphalt concrete$xMaterials$vHandbooks, manuals, etc. =650 \0$aWarm mix paving mixtures. =650 \0$aMix design. =650 14$aWarm-mix asphalt. =650 24$aTensile strength. =650 24$aLow temperature. =650 24$aDifferential thermal contraction. =650 24$aToughness. =650 24$aPMA. =700 1\$aKim, Sungun,$eauthor. =700 1\$aLee, Hyong-Jong,$eauthor. =700 1\$aKim, Kwang W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120364.htm =LDR 03169nab a2200577 i 4500 =001 JTE20130026 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130026$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130026$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aZ115.5.R8 =082 04$a745.670947$223 =100 1\$aAhmad, Shabbir,$eauthor. =245 10$aProcess Monitoring Using Quantiles Control Charts /$cShabbir Ahmad, Muhammad Riaz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b37 =520 3\$aQuantiles are more useful descriptive statistics than mean and other moments related statistics because they are less susceptible to long-tailed distributions and outliers. In this study, an auxiliary information based set of Shewhart-type control charts are suggested for an efficient monitoring of process quantiles under simple random sampling and double sampling schemes. The performance of these charting structures is evaluated under bivariate normal and gamma process environments using Average Time to Signal (ATS), Average Extra Quadratic Loss (AEQL) and Average Ratio to ATS (ARATS) as performance measures. We have also examined the effects of contaminated environments on the ATS performance of different quantile based charting structures. Illustrative examples on some selective quantile-type control structures are also provided for procedural details. Finally we have closed with concluding remarks about this study. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aContamination. =650 \0$aDouble sampling. =650 \0$aQuantile charts. =650 \0$aAuxiliary information. =650 \0$aAuxiliary sciences of history. =650 \0$aArchives. =650 \0$aBibliography Library science Information resources. =650 14$aAuxiliary information. =650 24$aAverage time to signal (ATS) =650 24$aAverage extra quadratic loss (AEQL) =650 24$aAverage ratio to ATS (ARATS) =650 24$aBivariate normal (BVN) and gamma (BVG) distributions. =650 24$aContamination. =650 24$aDouble sampling. =650 24$aQuantile charts. =700 1\$aRiaz, Muhammad,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130026.htm =LDR 03485nab a2200541 i 4500 =001 JTE20130222 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130222$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130222$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aMansourkhaki, Ali,$eauthor. =245 10$aImpact of Different Loading Patterns with Short Duration on the Permanent Strain of Asphalt Mixture /$cAli Mansourkhaki, Alireza Sarkar, Mahmoud Ameri. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aThe suggested procedure for measuring the permanent deformation of asphalt concrete mixtures in the standard laboratory tests are based on using a single-hump loading. This loading type can only simulate the single-axle load, whereas pavements are subjected to single, tandem, and tridem axles at different speeds. On the other hand, the behavior of asphalt mixtures is affected by the loading pulse duration as a function of moving speed. Therefore, the laboratory investigation of permanent deformation is more logical under similar loading conditions. Accordingly, in this study, the effect of the type and duration of loading on the permanent strain of asphalt mixture have been examined at three stress levels. To investigate, the unconfined cyclic creep test was performed on asphalt specimens and, finally, the impacts of each variable on the permanent strain were evaluated, as discussed here in detail. Based on the findings of this research, it is concluded that for various loading patterns, the permanent deformation caused by the tridem axles can be greater than that caused by single and tandem axles, and under tandem axles it can be greater than that under single axles; the effects are dependent on the loading duration indeed. Also, this study showed that the impact of pulse duration on the changing trend of permanent strain is dependent on loading pattern and stress level. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRutting. =650 \0$aLoading pattern. =650 \0$aLoading duration. =650 \0$aPermanent strain. =650 \0$aAxle configuration. =650 \0$aPavements, Asphalt concrete. =650 14$aPermanent strain. =650 24$aLoading pattern. =650 24$aLoading duration. =650 24$aRutting. =650 24$aAxle configuration. =700 1\$aSarkar, Alireza,$eauthor. =700 1\$aAmeri, Mahmoud,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130222.htm =LDR 03246nab a2200625 i 4500 =001 JTE20130041 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130041$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130041$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.8/4$223 =100 1\$aOh, Taekeun,$eauthor. =245 10$aComparison of Data-Processing Methods by Air-Coupled Impact Echo Testing for the Assessment of a Concrete Slab /$cTaekeun Oh, Jongil Park. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe practical application of three different processing methods for impact-echo test data-the classical impact-echo method, the peak frequency map, and the 4D spectrum technique-is performed and analyzed in this study. For comparative evaluation, a concrete slab with simulated delaminations and voids was cast and employed. Two conventional methods, the impact-echo and peak frequency map, are used to determine the relative performance of the 4D spectrum technique, in which the impact-echo data are presented as 4D maps representing x, y, the frequency, and the frequency amplitude for the tested area. For verification, the 4D spectrum technique and the other two methods were applied to three artificial defects at the depth of rebar in the designated concrete slab. The results obtained from comparing the three processing methods show that although three methods are comparable, the 4D spectrum technique is more effective and accurate for the detection of shallow defects in the slab. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConcrete. =650 \0$aMode shape. =650 \0$aAir-coupled. =650 \0$aImpact echo. =650 \0$aDelamination. =650 \0$aPeak frequency. =650 \0$aNatural frequency. =650 \0$aPavements, Concrete. =650 \0$aConcrete$xAdditives. =650 \0$aReinforced concrete construction. =650 14$aImpact echo. =650 24$aAir-coupled. =650 24$aPeak frequency. =650 24$aNatural frequency. =650 24$aMode shape. =650 24$a4-D spectrum. =650 24$aSlab. =650 24$aConcrete. =650 24$aDelamination. =700 1\$aPark, Jongil,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130041.htm =LDR 03627nab a2200589 i 4500 =001 JTE20130221 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130221$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130221$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519.24$223 =100 1\$aLoganathan, A.,$eauthor. =245 10$aConstruction of Single Sampling Plans by Attributes for Heterogeneous Lots Using a Mixture of Two Poisson Distributions /$cA. Loganathan, M. Saral, R. Vijayaraghavan, P. Muthu Krishnan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aIn many manufacturing processes, production takes place in more than one stream, with the objective of increasing the production in order to meet the demands of the consumers for the products. The lots or batches of finished products that can be constructed by grouping the products manufactured from various streams are generally heterogeneous (non-homogeneous) in nature. In such a situation, the lot quality might vary as a result of the machines used, the skill of working personnel, and the raw materials, and existing sampling plans are not suitable or viable for carrying out inspection activity in sentencing such lots. When the inspection lots are non-homogeneous, a finite mixture distribution is an appropriate probability model for determining the quality variation of the product. In this paper, the design of single' sampling plans by attributes under a mixture of two Poisson distributions is considered under the assumption that the products are manufactured in two independent streams. Tables providing plan parameters protecting the interests of the producer and the consumer for specified strengths are presented. The risk efficiency of Poisson bi-mixture plans relative to Poisson sampling plans is studied. The selection of plan parameters is illustrated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConsumer's risk. =650 \0$aProducer's risk. =650 \0$aSingle sampling plan. =650 \0$aConsumer's quality level. =650 \0$aProducer's quality level. =650 \0$aPoisson distribution. =650 14$aSingle sampling plan. =650 24$aMixture of two Poisson distributions. =650 24$aPoisson distribution. =650 24$aOperating characteristic function. =650 24$aProducer's quality level. =650 24$aConsumer's quality level. =650 24$aProducer's risk. =650 24$aConsumer's risk. =700 1\$aSaral, M.,$eauthor. =700 1\$aVijayaraghavan, R.,$eauthor. =700 1\$aMuthu Krishnan, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130221.htm =LDR 03604nab a2200541 i 4500 =001 JTE20130165 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130165$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130165$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD9581.U5 =082 04$a333.8/23312/0973$223 =100 1\$aChafi, F. Z.,$eauthor. =245 10$aModeling the Dispersion of a Tracer Gas in a Model Room :$bComparison Between the Large Eddy Simulation Method and a Euler Approach /$cF. Z. Chafi, S. Hallé. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aIn this paper, indoor tracer-gas concentration and temperature profiles obtained by a large-eddy simulation (LES) and an inviscid model based on Euler equations are presented. The numerical results from these two approaches are compared with experimental results, available in the literature, for both mixing jet and displacement ventilation strategies. The numerical results reveal that the ventilation strategy changes the dispersion of the tracer gas in the model room to a significant degree. Comparison between LES, Euler, and experimental data shows that the LES model can simulate the tracer-gas concentration and temperature distribution relatively well. Comparison between LES models, Euler, and experimental data show that the LES models simulate the concentration of the tracer gas and the temperature distribution reasonably well. The results of this model coincide well with the experimental results. The same finding was observed by the Euler model. Performance of this approach for evaluation of indoor air quality has been verified for two ventilation strategies. Differences from 3 to 4.7 % were observed between the Euler model and experimental results. The efficiency of ventilation obtained from the Euler model is almost identical to the experimental values with a calculation time less than that obtained by the LES model. The Euler model has its limits only when it comes to high velocities (near air outlets). Generally, a room's air flows are low so in this case, the Euler model can predict the concentration of pollutants effectively. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEuler. =650 \0$aModeling. =650 \0$aTracer gas. =650 \0$aVentilation. =650 \0$aDwellings$xHeating and ventilation. =650 \0$aGas industry. =650 \0$aNatural gas$xMarketing. =650 14$aEuler. =650 24$aLES. =650 24$aModeling. =650 24$aTracer gas. =650 24$aVentilation. =700 1\$aHallé, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130165.htm =LDR 03559nab a2200601 i 4500 =001 JTE20130104 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130104$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130104$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7882.B56 =082 04$a006.2/4$223 =100 1\$aBoukhris Trabelsi, Randa,$eauthor. =245 12$aA Novel Biometric System Based Hand Vein Recognition /$cRanda Boukhris Trabelsi, Alima Damak Masmoudi, Dorra Sellami Masmoudi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aAs a reliable and universal biometric characteristic, hand vein identification has attracted many interested researchers. The hand vein identification system exhibits several excellent advantages in the biometric domain because it meets the increasing demand of accuracy and robustness. In this paper, we propose a new biometric recognition system based on hand vein features. The detection and extraction of the region of interest is based on Voronoi Decomposition. Furthermore, contrast enhancement is based on the Contrast Limited Adaptive Histogram Equalization (CLAHE) technique. Starting with the basic Gaussian Matched Filter (GMF) and its variant, we propose a new technique called the Improved Gaussian Matched Filter method (IMPGMF) surmounting the false detection of hand vessels with the traditional GMF. Feature points are then detected based on ending and bifurcation structures in the image map obtained with the proposed IMPGMF method and taken as signature for our biometric system. Then, Artificial Neural Networks (ANN) are used for the classification step. In the validation step, we used a 1500 hand vein image from the BOSPHORUS database. The Error Equal Rate is 0.01 % and the Area Under curve of the corresponding system is approximately 0.98, demonstrating a very high security level. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIMPGMF. =650 \0$aHand vein. =650 \0$aROC curve. =650 \0$aVoronoi diagram. =650 \0$aBiometric system. =650 \0$aBiometric identification$vHandbooks, manuals, etc. =650 \0$aImpersonation$vHandbooks, manuals, etc. =650 \0$aSystem Performance and Evaluation. =650 14$aHand vein. =650 24$aBiometric system. =650 24$aVoronoi diagram. =650 24$aCLAHE. =650 24$aIMPGMF. =650 24$aANN. =650 24$aROC curve. =650 24$aEER. =700 1\$aDamak Masmoudi, Alima,$eauthor. =700 1\$aSellami Masmoudi, Dorra,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130104.htm =LDR 02728nab a2200505 i 4500 =001 JTE20130002 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130002$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130002$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS592.6.O73 =082 04$a631.4/17$223 =100 1\$aNiu, Xiao-Ling,$eauthor. =245 10$aAntiferroelectric-Like and Large Pyroelectric Behaviors of an Organic Compound :$b(S)-(+)-4-{[(1-Methylheptyl)Oxy]Carbonyl}Phenyl-4-(Hexyloxy)Benzoate /$cXiao-Ling Niu, Wei-Guo Liu, Peng Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aUntil now, the studies of anti-ferroelectric and pyroelectric property were focused on inorganic materials and some anti-ferroelectric liquid crystals. In this work, we reported an organic compound: (S)-(+)-4-{[(1-methylheptyl)oxy]carbonyl}phenyl-4-(hexyloxy)benzoate, that was discovered to exhibit antiferroelectric-like and large pyroelectric behaviors near the phase transitions. Its electrical properties were investigated by dielectric, pyroelectric, and P-E hysteresis loop spectra. The maximum value obtained for the pyroelectric coefficient p was 384 nC cm-2 k-1. The material is promising in the field of thermal-electrical switch or pyroelctric detection. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOrganic compound. =650 \0$aPyroelectric property. =650 \0$aSoils$xOrganic compound content. =650 \0$aMarine sediments. =650 \0$aSewage sludge. =650 14$aAntiferroelectric-like behavior. =650 24$aPyroelectric property. =650 24$aOrganic compound. =700 1\$aLiu, Wei-Guo,$eauthor. =700 1\$aLiu, Peng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130002.htm =LDR 02872nab a2200529 i 4500 =001 JTE20130093 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130093$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130093$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aSu, Yu-Min,$eauthor. =245 10$aMechanical Properties Assessment of Concrete Containing Reclaimed Asphalt Pavement Using the Superpave Indirect Tensile Strength Test /$cYu-Min Su, Nabil Hossiney, Mang Tia, Michael Bergin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aConcrete mixes containing reclaimed asphalt pavement (RAP) were evaluated by the Superpave Indirect Tensile (IDT) strength test. The IDT strength and elastic modulus from Superpave IDT strength test correlated well with the splitting tensile strength and elastic modulus from the conventional concrete tests. Toughness determined by the area under the stress-strain plot up to the maximum stress was found to be capable of differentiating concretes containing different percentage of RAP. The IDT strengths of concrete were seen to decrease as the percentage of RAP and temperature increased. The addition of RAP in concrete noticeably reduced the elastic modulus but increased the toughness. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aToughness. =650 \0$aPortland cement concrete. =650 \0$aPavements, Asphalt concrete$xMaterials$vHandbooks, manuals, etc. =650 \0$aWarm mix paving mixtures. =650 \0$aMix design. =650 14$aPortland cement concrete. =650 24$aReclaimed asphalt pavement. =650 24$aSuperpave indirect tensile strength test. =650 24$aToughness. =700 1\$aHossiney, Nabil,$eauthor. =700 1\$aTia, Mang,$eauthor. =700 1\$aBergin, Michael,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130093.htm =LDR 03468nab a2200541 i 4500 =001 JTE20130152 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130152$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130152$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.87 =082 04$a006.3$223 =100 1\$aChang, Chih-Hsiung,$eauthor. =245 10$aUltrasonic Synthetic Aperture Focusing Technique With Finite Source Element for Focused Transducers /$cChih-Hsiung Chang, Young-Fo Chang, Ruey-Chyuan Shih, K. Kirk Shung. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aA spherically focused transducer (SFT) can concentrate the ultrasounds to a focal zone that yields a better lateral resolution at a certain axial range. Unfortunately, this result is always accompanied by a loss of resolution outside the focal zone. The synthetic aperture focusing technique (SAFT) is a type of digital signal processing technique that is commonly based on the point-source wavefront backpropagation (WFBP) theory to improve the axial resolution of the image. However, the ultrasound is refracted when it propagates through the couplant-specimen interface to detect the flaws in specimens; thus, the capability of a virtual point-source SAFT in refocusing ultrasonic energy is deteriorated caused by the phase aberration by an SFT. Therefore, in this study, the finite source element (FSE) refraction corrected WFBP SAFT imaging method will be introduced to reduce the phase aberration effect when refocusing a defocused ultrasonic image. Study results show that the axial resolution of the image is largely improved by this technique, but improvement is not yet attained in the lateral resolution. In addition, the signal-to-noise ratio of the image is enhanced. Therefore, for cases with a strong phase aberration, the proposed method is recommended for obtaining better image resolution. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPhase aberration. =650 \0$aFinite source elements. =650 \0$aNeuronales Netz. =650 \0$aStochastisches Modell. =650 \0$aBackpropagation-Algorithmus. =650 14$aSpherically focused transducer. =650 24$aSAFT. =650 24$aPhase aberration. =650 24$aWavefront backpropagation. =650 24$aFinite source elements. =700 1\$aChang, Young-Fo,$eauthor. =700 1\$aShih, Ruey-Chyuan,$eauthor. =700 1\$aShung, K. Kirk,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130152.htm =LDR 03293nab a2200505 i 4500 =001 JTE20130156 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130156$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130156$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1520 =082 04$a621.36$223 =100 1\$aLin, Chern-Sheng,$eauthor. =245 13$aAn Automatic Optical Inspection System for Assembly and Evaluation of an Optical Encoder /$cChern-Sheng Lin, Guo-An Tzeng, Yun-Long Lay, Shiaw-Wu Chen, Chuen-Lin Tien. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThis study presented an automatic optical inspection system for the assembly and evaluation of an optical encoder, and the system analyzed the output signal quality of the light transmission grating linear encoder. The reference grating was affixed to the side architecture of the detection system in order to maintain the correct optical path, and the main grating was driven by the x-y Precision platform. Brightness variations can be detected and recorded by a charge-coupled device (CCD) camera during grating movements, using image noise depression, background separation, and fringe calculation with new image processing algorithms. The output imaging signal of a traditional linear encoder passes through a circuit filter, where amplification and rectification form a sinusoidal waveform. This system can accurately measure the light intensity variations of the encoder through machine visioning and image processing, while simultaneously determining noise and non-uniformity. This study conducted analysis on the moiré width between the gratings of the flip relationship, implemented grating alignment and adjustment, and improved the assembly position and resolution of the image, in order to obtain good quality in output signals. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOptical encoder. =650 \0$aOptical communications. =650 \0$aOptical instruments. =650 \0$aOptics$xIndustrial applications. =650 14$aAutomatic optical inspection. =650 24$aOptical encoder. =700 1\$aTzeng, Guo-An,$eauthor. =700 1\$aLay, Yun-Long,$eauthor. =700 1\$aChen, Shiaw-Wu,$eauthor. =700 1\$aTien, Chuen-Lin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130156.htm =LDR 02702nab a2200565 i 4500 =001 JTE20130135 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130135$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130135$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.3 =082 04$a621.3$223 =100 1\$aWu, Meixian,$eauthor. =245 12$aA Thickness Nondestructive Evaluation Strategy for Coating Located in Truncated Conical Steel Shells of Various Sizes Based on Eddy Current Testing Technology /$cMeixian Wu, Dongli Zhang, Zhenmao Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe anti-corrosive coating in oil tanker is a crucial part. Its thickness needs a robust non-destructive evaluation (NDE) tool to estimate. To get satisfied results from eddy current signals based on a limited number of samples, the influence of test-piece sizes on evaluation precision of liftoff is analyzed by using a FEM-BEM hybrid program, and a NDE strategy based on sample database is proposed. Its applicability is verified by simulation results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteel shell. =650 \0$aEddy current sensor. =650 \0$aNumerical simulation. =650 \0$aAnti-corrosive coating. =650 \0$aNondestructive evaluation. =650 \0$aMagnetic testing$xCongresses. =650 \0$aElectrical engineering. =650 \0$aEngineering. =650 14$aAnti-corrosive coating. =650 24$aNondestructive evaluation. =650 24$aSteel shell. =650 24$aEddy current sensor. =650 24$aNumerical simulation. =700 1\$aZhang, Dongli,$eauthor. =700 1\$aChen, Zhenmao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130135.htm =LDR 02918nab a2200529 i 4500 =001 JTE20130080 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130080$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130080$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519.2/4$223 =100 1\$aWu, C. H.,$eauthor. =245 10$aBox-Cox Transformation Approach for Evaluating Non-Normal Processes Capability Based on the Cpk Index /$cC. H. Wu, S. J. Lin, D. L. Yang, W. L. Pearn. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aIn manufacturing quality control and operations management, the process yield plays an important role. The capability index Cpk provides a lower bound on the process yield under the assumption that the process characteristic is normally distributed. When the normality assumption is violated, we can transform the non-normal data into normal data by using an appropriate transformation approach. In this paper, we consider the Box-Cox transformation and compare two estimation methods including the maximum likelihood estimator (MLE) and the method of percentiles (MOP). The performance comparison is based on the coverage rate, the precision, and the accuracy of the process non-conformity percentage evaluation. For various sample sizes and various distributions, several figures are presented to compare these two methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCoverage rate. =650 \0$aBox-Cox transformation. =650 \0$aNon-normal distribution. =650 \0$aDistribution (Probability theory) =650 \0$aMultivariate Analysis. =650 \0$aNormal Distribution. =650 14$aBox-Cox transformation. =650 24$aCoverage rate. =650 24$aNon-normal distribution. =700 1\$aLin, S. J.,$eauthor. =700 1\$aYang, D. L.,$eauthor. =700 1\$aPearn, W. L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130080.htm =LDR 03381nab a2200529 i 4500 =001 JTE20130146 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130146$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130146$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK5102.5 =082 04$a333.79/6$223 =100 1\$aYurdakul, Murat,$eauthor. =245 10$aAnalysis of the Industrial Cutting Process of Natural Building Stones :$bEvaluation of Electric Power Consumption /$cMurat Yurdakul, Hurriyet Akdas. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThe consumption of electricity during the cutting processes of natural building stones by using block cutters is investigated in this study. To achieve this goal, a power analyzer was installed on the line that transfers electrical power to the vertical saw of the block cutters that are used in natural building stone-processing plants in 11 regions nationwide in Turkey, and the electrical power-consumption readings were taken during the natural stone-cutting processes accordingly. Electrical power-consumption data were recorded at the natural building stone-processing plants under 69 different cutting conditions on 24 different limestone marbles for a range of feed rates and cutting depths during and prior to the cutting process as a result of the measurements taken. It was determined that the power-consumption readings taken exhibited variations in three different regions based on the recorded data. Consequently, a model curve was proposed that explains the electrical power consumption during the cutting process of limestone marbles by using block cutters as a result of the analysis of the data obtained. Furthermore, a novel approach was proposed for the calculation of specific cutting energy during the natural building stone-cutting processes based on the model curve. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBlock cutters. =650 \0$aDimension stones. =650 \0$aLimestone marbles. =650 \0$aSpecific cutting energy. =650 \0$aElectric power consumption. =650 \0$aTelecommunication systems. =650 14$aDimension stones. =650 24$aLimestone marbles. =650 24$aBlock cutters. =650 24$aElectric energy consumption. =650 24$aSpecific cutting energy. =700 1\$aAkdas, Hurriyet,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130146.htm =LDR 03041nab a2200565 i 4500 =001 JTE20130086 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130086$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130086$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA640 =082 04$a515/.8$223 =100 1\$aBayram, Duygu,$eauthor. =245 10$aMonitoring the Aging of Industrial Motors by Geometric Trending of Frequency Domain Signatures /$cDuygu Bayram, Serhat Seker, Belle R. Upadhyaya. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aThe characterization of the aging of electric motors using vibration measurements and a geometric interpretation of spectral domain signatures is presented. For comparison, two vibration signal records from a three-phase induction motor were acquired during degradation due to bearing fluting, following thermal and chemical aging sequences. Power spectral densities (PSD) of the vibration signals were calculated and linear approximations to the spectral signatures were used to observe the overall trend. The intersection point and slopes of these linear representations were used to extract certain critical frequencies in order to define convex regions (CR) and convex hulls (CH) as representatives of the aging (degradation) process. Furthermore, using these CRs and CHs, the functional readiness of motors could be determined by comparison of the signatures for initial and aged conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConvexity. =650 \0$aElectric motor. =650 \0$aAging mechanism. =650 \0$aVibration signature. =650 \0$aCondition monitoring. =650 \0$aConvex domains. =650 \0$aConvexity spaces. =650 \0$aConvex functions. =650 14$aAging mechanism. =650 24$aCondition monitoring. =650 24$aElectric motor. =650 24$aVibration signature. =650 24$aConvexity. =700 1\$aSeker, Serhat,$eauthor. =700 1\$aUpadhyaya, Belle R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130086.htm =LDR 03116nab a2200553 i 4500 =001 JTE20130025 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130025$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130025$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.A1 =082 04$a624.151$223 =100 1\$aMaalek, Shahrokh,$eauthor. =245 10$aShear Testing of Butt Joints /$cShahrokh Maalek. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (22 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aA procedure for shear testing of butt welds has been developed to enable a realistic observation of the response of actual-size groove-welded joints to in-plane pure shear loading. It has been found by means of experimental stress analysis and finite element analysis that with this method, a situation very close to the condition of pure shear can be created along the shear section. The applicability of the method in the presence of an unfavorable crack lying in the shear section has been verified numerically. The actual effectiveness, applicability, and suitability of the method have been demonstrated experimentally. Satisfactory performance has been observed during testing of actual butt joints with their inherent defects. The method can be used for destructive testing and evaluation of groove-welded joints-fabricated in factory or on site, or taken from existing structures-and for assessing a proposed welding detail and procedure with the use of purpose-made specimens. The idea can be extended to fatigue testing of butt joints and flat metals under mode II fatigue loading. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aButt joint. =650 \0$aGroove weld. =650 \0$aShear testing. =650 \0$aIn-plane shear. =650 \0$aMode II loading. =650 \0$aCastellated beam. =650 \0$aShear strength of soils$xTesting$xCongresses. =650 \0$aShear strength of soils$xTesting. =650 14$aShear testing. =650 24$aButt joint. =650 24$aGroove weld. =650 24$aCastellated beam. =650 24$aIn-plane shear. =650 24$aMode II loading. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130025.htm =LDR 03089nab a2200589 i 4500 =001 JTE20130116 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130116$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130116$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT50 =082 04$a507/.2$223 =100 1\$aRiaz, Muhammad,$eauthor. =245 10$aMonitoring of Process Parameters Under Measurement Errors /$cMuhammad Riaz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aExact measurement is a rare phenomenon in any of the situations where human involvement is evident. By and large error does appear in measuring or observing the characteristic(s) of concern. The conventional control charting design structures generally ignore such effect(s). This study aims at highlighting the practical situations with measurement errors and examining the effect of measurement errors in Phase I on the run length performance of some conventional Shewhart control charts namely the X chart, the R chart, and the S2 chart in the monitoring phase. The focus of the study is to see whether and how these measurement errors deteriorate the diagnostic ability of the said charts in terms run length characteristics. We have provided some remedial adjustment in the control structures of these charts in terms of control limits coefficients and also suggested some other solutions to the problem. Finally we have provided a couple of illustrative examples for practical considerations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aR chart. =650 \0$aS2 chart. =650 \0$aX chart. =650 \0$aControl charts. =650 \0$aAverage run length. =650 \0$aMeasurement errors. =650 \0$aProcess monitoring. =650 \0$aMeasurement. =650 \0$aError analysis (Mathematics) =650 \0$aProbabilities. =650 14$aAverage run length. =650 24$aControl charts. =650 24$aMeasurement errors. =650 24$aProcess monitoring. =650 24$aR chart. =650 24$aS2 chart. =650 24$aX chart. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130116.htm =LDR 02914nab a2200577 i 4500 =001 JTE20120291 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120291$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120291$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS253 =082 04$a671.3/4$223 =100 1\$aAl Khateeb, Shadi,$eauthor. =245 10$aMechanical Failure Study of Aluminum Extrusion Dies as Affected by the Quality of the Billets /$cShadi Al Khateeb, Amin Al robaidi, Radwan Dweiri, Ahmad Lebzo, Mahmood Al-Sawa'adeh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThe effect of aluminium billets and H13 steels qualities on the mechanical failure of the extrusion dies was investigated. Secondary AA6063 billets were homogenised at 570 and 580°C for 6 h then cooled by water, fan, and air. The step cooling method was also applied by quenching from 570 to 275°C. It was found that the quality of the secondary billet, in terms of hardness and microstructure, would be comparable to the primary ones when homogenised at 570°C for 6 h and then water-quenched. The quality of H13 steels in terms of wear resistance was improved through cyanidation. It was performed in KCN for 2, 2.5, and 3 h with a cyanide layer of 60, 87, and 115 ?m, respectively. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCyaniding. =650 \0$aH13 steel. =650 \0$aExtrusion die. =650 \0$aHomogenisation. =650 \0$aDies (Metal-working)$xDesign and construction. =650 \0$aMetals$xExtrusion. =650 \0$aMolding (Founding) =650 14$aExtrusion die. =650 24$aAA6063. =650 24$aHomogenisation. =650 24$aH13 steel. =650 24$aCyaniding. =700 1\$aAl robaidi, Amin,$eauthor. =700 1\$aDweiri, Radwan,$eauthor. =700 1\$aLebzo, Ahmad,$eauthor. =700 1\$aAl-Sawa'adeh, Mahmood,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120291.htm =LDR 03183nab a2200541 i 4500 =001 JTE20120327 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120327$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120327$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHB3717 1929 =082 04$a338.5/42$223 =100 1\$aLiu, Jau-Yang,$eauthor. =245 10$aStock Market Reaction to Various Dividend Announcements :$bWhich Kind of Dividend Announcement is More Significant? /$cJau-Yang Liu, Der-Jang Chi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b56 =520 3\$aAccording to the dividend signalling theory, companies take advantage of their announcement of dividend payout policy to signal the market that the firm now has positive future prospects, which will result in changing stock prices. However, there has been no study to date exploring which factor is more significant to its possible dividends payout portfolio. This study focuses on the impact of various dividends payout policies, cash, stock, and even dual dividends, for 5870 Taiwanese companies in the electronics and non-electronics industries listed in the Taiwan Stock Exchange (TSE) during the period from 2000-2010. The study employs event study methodology to examine the effect of a dividend announcement on the stock price within thirty days of the announcement. The results indicate that, on the whole, stock prices will show significant upward movement after dividend announcements. The observed results also explain why firms typically distribute certain dividends in certain ways and why the market might react more positively to stock dividend announcements in emerging markets. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEvent study. =650 \0$aMarket model. =650 \0$aAbnormal returns. =650 \0$aDividend announcement. =650 \0$aStock Market Crash, 1929. =650 \0$aDepressions. =650 \0$aSocial conditions. =650 14$aDividend announcement. =650 24$aAbnormal returns. =650 24$aCumulative abnormal returns. =650 24$aEvent study. =650 24$aMarket model. =700 1\$aChi, Der-Jang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120327.htm =LDR 03340nab a2200541 i 4500 =001 JTE20130193 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130193$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130193$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHG3751 =082 04$a658.88$223 =100 1\$aVijayaraghavan, R.,$eauthor. =245 10$aSelection of Combined Continuous Lot-by-Lot Sampling Plans with Single Sampling Plan by Attributes as the Reference Plan /$cR. Vijayaraghavan, P. Aruna. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aSampling inspection is a product-control methodology and consists of procedures for making decisions on the disposition of lots of finished products based on the inspection of individual units in one or more random samples drawn from the lots or from the process. Lot-by-lot sampling by attributes and sampling plans for a continuous flow of products are the important classifications of inspection procedures. While lot-by-lot sampling is adopted when the inspection lots are formed from a production process, the concept of continuous sampling plans is used where the product flow is continuous and the formation of inspection lots is impractical or difficult. However, when the continuous production processes involve formation of lots, the concept of combined continuous lot-by-lot sampling plans, which incorporates the best features of the continuous and lot-by-lot inspection plans, can be considered as desirable for application. This paper studies the properties of such combined plans when a single sampling plan is used as a reference plan and presents a procedure for determining the parameters of the plan providing protection to the producer and the consumer. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLot-by-lot sampling. =650 \0$aSingle sampling plan. =650 \0$aConsumer's quality level. =650 \0$aContinuous sampling plan. =650 \0$aProducer's quality level. =650 \0$aCredit control$vMethodology. =650 14$aContinuous sampling plan. =650 24$aLot-by-lot sampling. =650 24$aSingle sampling plan. =650 24$aProducer's quality level. =650 24$aConsumer's quality level. =650 24$aAverage outgoing quality limit. =700 1\$aAruna, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130193.htm =LDR 03506nab a2200541 i 4500 =001 JTE20130162 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130162$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130162$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE211 =082 04$a624.151$223 =100 1\$aBekhor, Shlomo,$eauthor. =245 10$aPrediction of the Vertical Swelling Percentage of Expansive Clays Using a Two-Stage Artificial Neural Networks Methodology /$cShlomo Bekhor, Moshe Livneh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aArtificial Neural Networks (ANN), which are used in many different areas, have been applied to predict the vertical swelling percentage of expansive clays. In contrast to previous models that estimated ANN Models in a single phase, this paper proposes an alternative analysis in based on the following two-stage operation: (a) conducting an ANN analysis on the swelling-pressure test results (i.e., the ASTM 4546 Method C test results) to obtain the swelling-pressure model for any given clay characteristics, and (b) performing an additional ANN analysis on the swelling-percentage test results (i.e., the ASTM 4546 Method B test results), including the former ones, with the given independent variables of the clay characteristics. This second stage includes a defined expression containing the given surcharge pressure and the predicted value of the swelling pressure as obtained from the model of the previous stage. Two final ANN Models, each with a different arrangement of the given independent variables, were derived from this two-stage procedure. Their statistical fit was clearly found to be superior in comparison to previous models estimated with the same data set. Furthermore, one of these two models exhibited the expected geophysical behavior. As this new ANN Model yields higher predicted swelling-percentage values, it can definitely be regarded as a preferable one in the sense of enlarging the safety margin in heave calculations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPrediction. =650 \0$aExpansive clay. =650 \0$aNeural network. =650 \0$aSwelling model. =650 \0$aClay. =650 \0$aSwelling soils. =650 \0$aExpansive clays. =650 14$aExpansive clay. =650 24$aGoodness-of-fit statistics. =650 24$aNeural network. =650 24$aPrediction. =650 24$aSwelling model. =700 1\$aLivneh, Moshe,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130162.htm =LDR 03143nab a2200493 i 4500 =001 JTE20130147 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130147$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130147$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aHong, Feng,$eauthor. =245 10$aMeasurement and Characterization of Asphalt Pavement Surface Macrotexture Using Three Dimensional Laser Scanning Technology /$cFeng Hong, Yaxiong (Robin) Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aPavement macrotexture plays a critical role in highway users' safety. It is also closely related to tire-pavement interaction noise. In recent years, continuous effort has been made toward three-dimensional macrotexture measurement in the field to accommodate pavement management. This study presents a newly developed macrotexture measuring system with 3D laser scanning technology. The underlying system demonstrates a series of desirable properties including: (1) 3D surface feature, (2) high speed data collection, (3) large sampling capacity, (4) high resolution and accuracy, and (5) ease of operation. Based on data collected on a real-world asphalt pavement by the system, it is demonstrated that the existing pavement macrotexture evaluation indexes are extended from 2D to 3D. By comparison, it is shown that the 3D indexes are able to characterize pavement macrotexture in a more comprehensive and realistic manner. The correlation among the 3D indexes is also evaluated, which provides pavement researchers and engineers more flexibility in selecting relevant indexes in macrotexture property evaluation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPavement evaluation. =650 \0$aPavement macrotexture. =650 \0$aPavements, Asphalt concrete$xMaterials$vHandbooks, manuals, etc. =650 \0$aWarm mix paving mixtures. =650 \0$aMix design. =650 14$aPavement macrotexture. =650 24$aPavement evaluation. =650 24$a3D laser scanning. =700 1\$aHuang, Yaxiong (Robin),$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130147.htm =LDR 03469nab a2200517 i 4500 =001 JTE20130136 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130136$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130136$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHV8077 =082 04$a363.25/62$223 =100 1\$aDecker, Ryan J.,$eauthor. =245 12$aA Computer Vision Approach to Automatically Measure the Initial Spin-Rate of Artillery Projectiles Painted With Stripes /$cRyan J. Decker, Mathias Kölsch, Oleg A. Yakimenko. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aHigh-speed video has been used by ballistics engineers as a cost-effective technique to measure the spin-rates of both spin-stabilized and fin-stabilized artillery projectiles. Often at test ranges, state-of-the-art video systems are used to verify critical launch events following muzzle exit. From manual analysis of these videos, important performance metrics such as velocity, pitch angle, and spin-rate can be estimated. To do this, operators step through the video frames and record the time at which certain fiducial markings or numbered stripes are observed on the projectile as it rotates. The different methods evaluated in this paper are automated processes for calculating the muzzle-exit spin-rate from launch videos of spin-stabilized artillery projectiles painted with stripes. Image processing and computer vision techniques are employed to segment the shape of the projectile and extract the stripe pattern in each video frame. The most accurate algorithm estimates are validated to within 0.02 % for both laboratory and computer-simulated flight video and within 0.13 % for manual analysis of real flight video. The sensitivities of the methods to image resolution, video frame-rate, and the length of flight captured are evaluated. Areas of continued research and recommendations for increasing the accuracy of measurements in future tests are also identified. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aArtillery. =650 \0$aBallistics. =650 \0$aImage processing. =650 \0$aForensic ballistics$xAtlases$xData processing. =650 \0$aBullets$xIdentification$xDatabases. =650 \0$aImages, Photographic$xDatabases. =650 14$aBallistics. =650 24$aArtillery. =650 24$aImage processing. =700 1\$aKölsch, Mathias,$eauthor. =700 1\$aYakimenko, Oleg A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130136.htm =LDR 03017nab a2200529 i 4500 =001 JTE20130032 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130032$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130032$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.8/4$223 =100 1\$aAhmad, Shamsad,$eauthor. =245 10$aEffect of Ohmic Drop on Accuracy of Reinforcement Corrosion Rate Measured Using Different Setups /$cShamsad Ahmad. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aHigh resistance offered by concrete to the current applied to polarize reinforcing bars embedded in concrete during measurement of reinforcement corrosion rate results in Ohmic drop, which causes inaccuracy in the measured value of the reinforcement corrosion rate. A study on accuracies of a simple developed setup and two other commercially available setups in measuring reinforcement corrosion rate using the linear polarization resistance method with and without Ohmic drop compensation is reported in this paper. The good correlation between electrochemically measured corrosion current density and gravimetrically measured percentage weight loss was taken as an indicator of accuracy of each setup. The developed setup was found to be most accurate in measuring corrosion rate without, as well as with, Ohmic drop compensation. Both commercial setups were found to have reasonably acceptable accuracy without Ohmic drop compensation; however, both were found with unacceptable accuracy with Ohmic drop compensation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSetup. =650 \0$aConcrete. =650 \0$aOhmic drop. =650 \0$aCommercial equipment. =650 \0$aPavements, Concrete. =650 \0$aConcrete$xAdditives. =650 \0$aReinforced concrete construction. =650 14$aConcrete. =650 24$aReinforcement corrosion rate. =650 24$aOhmic drop. =650 24$aSetup. =650 24$aCommercial equipment. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130032.htm =LDR 02842nab a2200481 i 4500 =001 JTE20130110 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130110$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130110$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.23 =082 04$a548.028$223 =100 1\$aSánchez-Beitia, S.,$eauthor. =245 10$aQuantification of the Structural Stresses in Steel Bridges by Means of the X-Ray Diffraction Technique :$bThe Case of the Bizkaia Bridge (Industrial World Heritage Site in Spain) /$cS. Sánchez-Beitia, J. Barrallo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aOne of the most interesting challenges for the scientific community in the field of structural analysis is the development of new non-destructive experimental techniques (NDT). The research presented in this report addresses the applicability of the X-ray diffraction technique for quantification of the on-site stresses in metallic (steel) structures using standard portable equipment. The paper describes the process of obtaining the structural stresses in two zones of the Bizkaia Bridge (Industrial World Heritage), which is located in the Bizkaia province (Spain) between the towns of Portugalete and Las Arenas. In a few cases, applications of the technique have been performed before. The quality of the experimental technique, as well as the usefulness of the on-site methodology in the framework of historical constructions, is presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteel bridges. =650 \0$aTransmission electron microscopy. =650 \0$aX-ray crystallography. =650 \0$aX-rays$xDiffraction. =650 14$aX-ray diffraction technique. =650 24$aSteel bridges. =650 24$aNDT. =700 1\$aBarrallo, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130110.htm =LDR 02991nab a2200553 i 4500 =001 JTE20130018 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130018$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130018$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC20.7.S64 =082 04$a515/.7222$223 =100 1\$aTuan, Christopher Y.,$eauthor. =245 10$aEquipment Fragility Due to Shock Response /$cChristopher Y. Tuan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aBecause of its simplicity, the shock response spectrum has become widely used as a means of describing the shock responses and fragilities of structures and equipment. This paper focuses on the drawbacks of using the shock response spectrum for defining equipment shock tolerance. A cantilever beam with a tip mass was used to model a hypothetical piece of equipment subjected to strong ground motion such as that caused by an explosion. The exact solution from a detailed modal analysis shows that multiple modes of response were excited. Contributions from higher modes can be more predominant than that from the fundamental mode. Assuming the total response of equipment is predominantly in the first mode can lead to significant error. Current shock spectrum procedures for equipment fragility assessment are inadequate, not only because of the physical limitations of shake table tests, but also because of the lack of a reliable analytical model. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEquipment. =650 \0$aFragility. =650 \0$aModal analysis. =650 \0$aSpectral analysis. =650 \0$aFast Fourier transform. =650 \0$aShock response spectrum. =650 \0$aSpectral theory (Mathematics) =650 \0$aOperator theory. =650 14$aEquipment. =650 24$aFragility. =650 24$aShock response spectrum. =650 24$aModal analysis. =650 24$aSpectral analysis. =650 24$aFast Fourier transform. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130018 =LDR 03623nab a2200577 i 4500 =001 JTE20120343 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120343$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120343$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aGe, Zhesheng,$eauthor. =245 10$aNew Device and Methodology for Evaluating the Shear Behavior of Steel Bridge Deck Pavement Pasted by GFRP Sheets /$cZhesheng Ge, Yangyang Wang, Mingbo Hang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe pasting of glass-fiber-reinforced-plastic (GFRP) sheets is a relatively new technique that can improve the stiffness of a steel bridge deck pavement structure. Using a new innovative preloading and shear loading testing method with an in-house testing device coupled with a servo-hydraulic testing machine, shear tests of cuboid composite pavement (CCP) samples were conducted to derive individual dissipated energy values for each sample for indexing the testing results and determining the best operational conditions for a steel bridge deck pavement. Unlike prior studies, the new device and methodology used a preloading process and a symmetrical shear test to study the interlaminar shear behavior between the CCP samples. An orthogonal experimental design was followed to determine the impact of each influence factor on the interlaminar shear behavior, such as the roughness of the GFRP sheet contact surface, the testing temperature of the samples, the bonding material between each different interfacing material, and the positive shear test pressure applied during the tests. The results indicate that a steel bridge deck composite pavement structure can reach its optimal performance when the interface between the asphalt mixtures and a GFRP sheet uses a spreading of 2.36-4.75-mm fine aggregate with a 0.5 kg/m2 epoxy asphalt bonding material, and when the GFRP sheet and the steel bridge deck interface uses an epoxy bonding. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPavement. =650 \0$aBridge deck. =650 \0$aMethodology. =650 \0$aTest device. =650 \0$aShear behavior. =650 \0$aPavements, Asphalt concrete$xMaterials$vHandbooks, manuals, etc. =650 \0$aWarm mix paving mixtures. =650 \0$aMix design. =650 14$aBridge deck. =650 24$aPavement. =650 24$aGFRP. =650 24$aShear behavior. =650 24$aTest device. =650 24$aMethodology. =700 1\$aWang, Yangyang,$eauthor. =700 1\$aHang, Mingbo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120343.htm =LDR 03670nab a2200541 i 4500 =001 JTE20120253 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120253$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120253$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH513 =082 04$a571.4/3$223 =100 1\$aChoi, Jae-Jin,$eauthor. =245 10$aPerformance of Sidewalk Pavement Containing Waste-Wood Chips /$cJae-Jin Choi, Kwan-Ho Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aLaboratory and field tests were conducted to identify the properties and perform a durability assessment of a sidewalk pavement material containing wood chips. This material can be made by crushing construction waste and the by-products of harvested wood and combining it with polyurethane resin. Urethane-to-wood-chip weight ratios of 0.5, 0.75, and 1.0 were used in the laboratory tests. The sidewalk pavement manufactured with wood chips was tested to identify its tensile strength, elasticity, permeability, flammability, and elution. The tensile strength of the pavements containing air-dried wood chips was between 0.2 N/mm2 and 1.1 N/mm2, and smaller amounts of urethane resin increased the pavement's strength reduction during flooding. The coefficient of permeability was between 0.5 and 0.8 mm/s and satisfied the 0.1 mm/s specification required for the construction of permeable pavements. The golf ball (GB) and steel ball (SB) coefficients tended to increase with an increase in the use of resin. A combustible gas torch experiment indicated no problems associated with flammability, and the measured skid resistance (BPN 72 to 77) of the wood-chip pavement satisfied the requirement for the minimum skid resistance value (BPN > 50) of sidewalk pavement. The field construction of sidewalk pavement using wood chips was also executed, and the results of a follow-up study conducted for 6 months after construction showed deterioration of the wood chips, especially for smaller resin ratios. It was found that the changes in surface height, elasticity, and permeability coefficient of pavements with resin ratios of 0.6 and 0.8 satisfied the reference requirements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aElasticity. =650 \0$aWood chips. =650 \0$aSkid resistance. =650 \0$aTensile strength. =650 \0$aSidewalk pavement. =650 \0$aBiomechanics. =650 \0$aNonlinear mechanics. =650 14$aWood chips. =650 24$aSidewalk pavement. =650 24$aTensile strength. =650 24$aSkid resistance. =650 24$aElasticity. =700 1\$aLee, Kwan-Ho,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120253.htm =LDR 03211nab a2200637 i 4500 =001 JTE20120280 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120280$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120280$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aNK2715 =082 04$a749/.32$223 =100 1\$aGiancaspro, James,$eauthor. =245 12$aA Novel Bearing Swivel Joint and a Universal Joint for Concrete Pull-Off Testing Using a Material Testing Machine /$cJames Giancaspro, Lauren Millman, Ryan Goolabsingh, Kimberley MacDonald, Q. D. Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aThe overall goal of this short study was to integrate two pull-off coupling devices for concrete: a bearing swivel joint and a universal joint, into an existing material testing machine. Their performance was evaluated in terms of efficiency using setup duration and compared to that of a commercially available portable testing device. Fifty-three pull-off tests were conducted on concrete prisms in accordance with ASTM C1583-04. Our results indicate that the portable tester was most efficient (6 min/test), followed by the universal joint (16 min/test), and then the bearing swivel joint (22 min/test). An online movie, as referenced in the text, demonstrates the modified test procedure, and recommendations for improvements to the test method are briefly discussed. Future testing will evaluate the variability among test results from the three devices. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRepair. =650 \0$aSwivel. =650 \0$aConcrete. =650 \0$aFixtures. =650 \0$aPull-off. =650 \0$aAlignment. =650 \0$aDirect tension. =650 \0$aSwivel chairs$xClassification. =650 \0$aSwivel chairs$xDesign$xHistory. =650 \0$aChair design. =650 14$aAlignment. =650 24$aConcrete. =650 24$aDirect tension. =650 24$aFixtures. =650 24$aPull-off. =650 24$aRepair. =650 24$aSwivel. =700 1\$aMillman, Lauren,$eauthor. =700 1\$aGoolabsingh, Ryan,$eauthor. =700 1\$aMacDonald, Kimberley,$eauthor. =700 1\$aYang, Q. D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120280.htm =LDR 02490nab a2200577 i 4500 =001 JTE20120038 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120038$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120038$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.5 =082 04$a624/.1513$223 =100 1\$aMai, D.,$eauthor. =245 10$aAutomatic Multiple Needle Penetrometer for Continuous Measurements of Resistance to Penetration /$cD. Mai, A. Vargas, A. Walliser. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aNeedle penetration tests have been used extensively for the assessment of setting and hardening in cementitious products. In the present contribution, we introduce an automatic multiple needle penetration device for the continuous measurement of resistance to penetration in the range of 1 to 36 h and up to 3000 N. The scope and application in concrete and sprayed concrete technology are illustrated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCement. =650 \0$aMortar. =650 \0$aConcrete. =650 \0$aAdmixture. =650 \0$aAcceleration. =650 \0$aHydration products. =650 \0$aSoil penetration test. =650 \0$aPenetrometers. =650 14$aAcceleration. =650 24$aHydration products. =650 24$aCement. =650 24$aAdmixture. =650 24$aConcrete. =650 24$aMortar. =700 1\$aVargas, A.,$eauthor. =700 1\$aWalliser, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120038.htm =LDR 04164nab a2200565 i 4500 =001 JTE20130020 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130020$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130020$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aDu, Shaowen,$eauthor. =245 10$aEffect of Different Fillers on Performance Properties of Asphalt Emulsion Mixture /$cShaowen Du. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThe objective of this study is to evaluate the effect of different fillers on the performance properties of asphalt emulsion mixtures (AEM). Six types of fillers were used, including limestone filler (LF), hydrated lime (HL), fly ash (FL), slag powder (SG), composite Portland cement (CPC), and ordinary Portland cement (OPC). The AEM design was conducted using a two-stage process to allow for determination of the optimum water content (OWC) and optimum emulsion content (OEC). The effect of the fillers on the mixture performance was evaluated based on moisture susceptibility as measured by the indirect tensile test and rutting resistance measured by loaded wheel testing. To better understand observed differences in performance, the environmental scanning electron microscope (ESEM) was used to obtain the microstructure of different filler-emulsion combinations. Test results indicate that the physical and chemical properties of fillers significantly affect both mixture design and performance. Furthermore, the most effective fillers are found to be materials that include cement or hydrated lime as the reaction between these materials, and the water in the emulsion has a reinforcing effect on binding the aggregates together. Conversely, with replacement of a portion of the limestone filler with fly ash or slag powder, no effects on moisture susceptibility or rutting resistance relative to the control mix were observed. ESEM images confirmed that hydration products are formed when the water in the emulsion reacts with cement or slag, causing the increase in performance properties. The proposed mechanisms by which the hydration reaction improves performance include increasing the degree of compaction and rigidity of AEM as well as increasing the strength of the adhesive bond at the asphalt emulsion aggregate. Based on the findings of this study, it is recommended that filler chemical and physical properties should be used to select materials most appropriate for use in AEM. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFiller. =650 \0$aMicrostructure. =650 \0$aRutting resistance. =650 \0$aMoisture susceptibility. =650 \0$aAsphalt emulsion mixture. =650 \0$aIndirect tensile strength. =650 \0$aPavements, Asphalt concrete$xMaterials$vHandbooks, manuals, etc. =650 \0$aWarm mix paving mixtures. =650 \0$aMix design. =650 14$aAsphalt emulsion mixture. =650 24$aFiller. =650 24$aIndirect tensile strength. =650 24$aMoisture susceptibility. =650 24$aRutting resistance. =650 24$aMicrostructure. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130020.htm =LDR 03949nab a2200565 i 4500 =001 JTE20120351 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120351$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120351$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA683.5.B3 =082 04$a624.1/83423$223 =100 1\$aJeng, Chyuan-Hwan,$eauthor. =245 12$aA New Apparatus and Method for Torsion Test of Large-size Reinforced Concrete Beams /$cChyuan-Hwan Jeng, Sheng-Fu Peng, Hao-Jan Chiu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aThis paper describes a novel apparatus and method for conducting torsion tests on large-size hollow reinforced concrete (RC) beams. Previous torsion tests of concrete beams often used metal components to clamp the concrete beam specimen while exerting a twisting torque. This type of apparatus could allow gaps and slips between the clamping metal components and the concrete specimen, introducing errors into the small deformation measurement. In this study we used a monolithic transverse RC beam to convey a twisting torque without gaps to the twist end of the longitudinal test beam and constructed a monolithic RC block at the fixed end. Pre-tensioning forces were used to fasten the RC blocks of the specimens to the underlying steel seat and to the strong floor, thus producing a slippage-free mechanism for the fixed end. The test apparatus also incorporated devices to eliminate any constraints on the longitudinal elongation of the test beams. Seven quantities were experimentally determined for each of the specimens through continuous measurement, using various measurement lengths. The test results show that the test apparatus is rather efficient in determining small twists and that the initial branches of the obtained torque-twist curves exhibit a high degree of linearity. The results also demonstrate that a measurement length should be long enough to incorporate the entire failure region, but not too long, as too much length can cause the twist angles to be underestimated. Furthermore, the experimental values of the shear flow zone thickness decrease drastically around the cracking and remain relatively constant after cracking. The obtained elongation-twist curves are smooth when the measurement length covers the entire failure region, but otherwise they have abrupt turns due to drastic losses of measured twist angles. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTwist. =650 \0$aTorsion. =650 \0$aCracking. =650 \0$aHollow beam. =650 \0$aReinforced concrete. =650 \0$aConcrete beams$xTesting. =650 \0$aReinforced concrete construction. =650 14$aTorsion. =650 24$aReinforced concrete. =650 24$aTest. =650 24$aHollow beam. =650 24$aTwist. =650 24$aCracking. =700 1\$aPeng, Sheng-Fu,$eauthor. =700 1\$aChiu, Hao-Jan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120351.htm =LDR 05496nab a2200577 i 4500 =001 JTE20120339 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120339$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120339$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aUG485 =082 04$a623/.043/05$223 =100 1\$aSabatini, Roberto,$eauthor. =245 10$aExperimental Flight Testing of Night Vision Imaging Systems in Military Fighter Aircraft /$cRoberto Sabatini, Mark A. Richardson, Maurizio Cantiello, Mario Toscano, Pietro Fiorini, David Zammit-Mangion, Alessandro Gardi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThis paper describes the research and experimental flight test activities conducted by the Italian Air Force Official Test Centre (RSV), in collaboration with Alenia Aermacchi and Cranfield University, in order to confer night vision imaging systems (NVIS) capability to the Italian TORNADO Interdiction and Strike and Electronic Combat and Reconnaissance aircraft.The activities included design, development, test, and evaluation activities, including night vision goggle (NVG) integration, cockpit instruments, and external lighting modifications, as well as various ground test sessions and a total of 18 flight test sorties.RSV and Litton Precision Products were responsible for coordinating and conducting the installation of the internal and external lights.Particularly, an iterative process was established allowing in-site rapid correction of the major deficiencies encountered during the ground and flight test sessions.Both single-ship (day/night) and formation (night) flights were performed, with testing activities shared among the test crews involved, allowing for a redundant examination of the various test items by all participants.An innovative test matrix was developed and implemented by RSV for assessing the operational suitability and effectiveness of the various modifications implemented.Also important was the definition of test criteria for Pilot and Weapon Systems Officer workload assessment during the accomplishment of various operational tasks during NVG missions.Furthermore, the specific technical and operational elements required for evaluating the modified helmets were identified, allowing an exhaustive comparative evaluation of the two proposed solutions (i.e., HGU-55P and HGU-55G modified helmets) The initial compatibility problems encountered were progressively mitigated by incorporating modifications in both front and rear cockpits at various stages of the test campaign.This process allowed considerable enhancement of the TORNADO NVIS configuration, giving good medium- to high-level NVG operational capability to the aircraft.Further developments also include the internal/external lighting for the Italian TORNADO "Mid-Life Update" and other programs such as AMX aircraft internal/external light modification/testing and the activities addressing low-altitude NVG operations with fast jets (e.g., TORNADO, AMX, MB-339CD), with a major issue being the safe ejection of aircrew with NVG and NVG modified helmets.Two options have been identified for solving this problem, namely, the modification of the current Gentex HGU-55 helmets and the design of a new helmet incorporating a reliable NVG connection/disconnection device (i.e., a mechanical system fully integrated in the helmet frame) with embedded automatic disconnection capability in case of ejection.Other relevant issues to be accounted for in these new developments are the helmet dimensions and weight, the NVG usable field of view as a function of eye-relief distance, and the helmet's center of gravity (moment arms) with and without NVG (effect on aircrew fatigue during training and real operational missions) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNVG compatibility. =650 \0$aNight vision goggles. =650 \0$aMilitary avionics systems. =650 \0$aAvionics$vPeriodicals. =650 \0$aAvionics. =650 \0$aElectronics in military engineering. =650 14$aNight vision imaging systems. =650 24$aNight vision goggles. =650 24$aNVG compatibility. =650 24$aMilitary avionics systems. =700 1\$aRichardson, Mark A.,$eauthor. =700 1\$aCantiello, Maurizio,$eauthor. =700 1\$aToscano, Mario,$eauthor. =700 1\$aFiorini, Pietro,$eauthor. =700 1\$aZammit-Mangion, David,$eauthor. =700 1\$aGardi, Alessandro,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120339.htm =LDR 03363nab a2200541 i 4500 =001 JTE20120345 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120345$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120345$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA355 =082 04$a621.8/11$223 =100 1\$aMarín, J. M.,$eauthor. =245 10$aModeling and Simulation of 5 and 11 DOF Ball Bearing System with Localized Defect /$cJ. M. Marín, H. Rubio, J. C. García-Prada, O. Reinoso. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b37 =520 3\$aThis paper proposes a model of concentrated parameters for a rolling bearing operating in dynamic conditions with and without localized defect. The rolling bearing is modeled as a Z + 2 df degree of freedom (DOF) system, where Z is the number of rolling elements. The radial displacement of these rolling elements is considered in this model. In the analytical formulation, the contact force between the balls and races is considered as non-linear spring-dampers, whose stiffnesses are obtained applying Hertzian elastic contact deformation theory. The equations of motion are formulated using Lagrange's equation, considering the characteristics of the individual components of a rolling bearing, such as rotor, rolling elements, and inner and outer race. The Runge-Kutta method is used to solve the non-linear differential equations of motion. The simulation is accomplished by MATLAB and SIMULINK. To validate the simulated model, we have designed a testbed to carry out. The frequency components of the signal generated by the model in simulation and the experimentally obtained signal are compared. The results achieved experimentally demonstrate the validity of the mathematical model presented here. The model provides a powerful tool to predict the satisfactory behavior of this system. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aVibration. =650 \0$aBall bearing. =650 \0$aLocalized defect. =650 \0$aNon-linear dynamics. =650 \0$aDamping (Mechanics) =650 \0$aDynamics, Rigid. =650 14$aNon-linear dynamics. =650 24$aBall bearing. =650 24$aVibration. =650 24$aLocalized defect. =700 1\$aRubio, H.,$eauthor. =700 1\$aGarcía-Prada, J. C.,$eauthor. =700 1\$aReinoso, O.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120345.htm =LDR 03825nab a2200625 i 4500 =001 JTE20120330 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120330$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120330$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA279 =082 04$a519.5/352$223 =100 1\$aVijayaraghavan, R.,$eauthor. =245 10$aSelection of Minimum Sample Size Tightened-Normal-Tightened Sampling Inspection Schemes /$cR. Vijayaraghavan, A. Loganathan, D. Rajalakshmi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aAcceptance sampling schemes are frequently used when finished products or materials are supplied by the producer for making decisions about individual lots or group of lots by examining sample information of such products or material. A sampling scheme is a set of plans that are usually specified by certain parameters such as sample size(s) and acceptance number(s). The tightened-normal-tightened (TNT) sampling scheme is a scheme that incorporates two single sampling plans called normal and tightened sampling plans, having the same sample size, but with different acceptance numbers along with the rules for switching between the plans. The determination of parameters of a sampling scheme for specified requirements on its operating characteristic curve providing protection to the producer and consumer is termed as designing of the scheme. This paper presents an iterative procedure for designing TNT schemes for two specified points on the operating characteristic curve, namely, acceptable quality level and limiting quality level associated with the producer's risk and the consumer's risk, respectively. Tables providing the parameters of the schemes for various values of acceptable quality level and limiting quality level under the conditions of binomial and Poisson distributions are developed and presented. The efficiency of such schemes over the schemes developed by the unity value approach is demonstrated with illustrations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSampling plan. =650 \0$aConsumer's risk. =650 \0$aProducer's risk. =650 \0$aNormal inspection. =650 \0$aTightened inspection. =650 \0$aLimiting quality level. =650 \0$aAcceptable quality level. =650 \0$aAnalysis of variance. =650 \0$aExperimental design. =650 \0$aSampling (Statistics) =650 14$aSampling plan. =650 24$aOperating characteristic function. =650 24$aAcceptable quality level. =650 24$aLimiting quality level. =650 24$aProducer's risk. =650 24$aConsumer's risk. =650 24$aTightened inspection. =650 24$aNormal inspection. =700 1\$aLoganathan, A.,$eauthor. =700 1\$aRajalakshmi, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120330.htm =LDR 03238nab a2200505 i 4500 =001 JTE20120314 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120314$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120314$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aPS3566.A822 =082 04$a813/.54$223 =100 1\$aLu, Shih-Tong,$eauthor. =245 14$aThe Evaluation Criteria of Recruiting Local Staffs for Taiwanese Enterprise in China /$cShih-Tong Lu, Cheng-Wei Lin, Yuan-Fung Dai, Yih-Chearng Shiue. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aTaiwanese enterprises are currently facing competitive challenges in both domestic and international markets as well as being under huge pressure from economic change. They must learn to intensely study this environment to find a suitable place for investment to extend their businesses. Usually, the first priority for an investment location is in mainland China, largely because of the closeness of culture and language, which make it easier to integrate resources between the headquarters in Taiwan and subsidiaries in China. The employment of suitable local staff members in China is very important to the success of business operations. This article reviews the literature related to multinational enterprise staffing selection and the factors that should be considered. These are then categorized into four dimensions and 20 sub-factors that can be used for the recruitment of local staff in China. The fuzzy linguistic preference relation (Fuzzy LinPreRa) approach is employed to assess the importance of these factors. The goal is to help managers reduce the risk of employing inappropriate local staff members and to enhance management effectiveness. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRecruiting local staff. =650 \0$aGovernment investigators$xFiction. =650 \0$aWitnesses$xFiction. =650 \0$aInvestment bankers$xFiction. =650 14$aRecruiting local staff. =650 24$aTaiwanese enterprises in China. =650 24$aFuzzy linguistic preference relations. =700 1\$aLin, Cheng-Wei,$eauthor. =700 1\$aDai, Yuan-Fung,$eauthor. =700 1\$aShiue, Yih-Chearng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120314.htm =LDR 02763nab a2200505 i 4500 =001 JTE20120302 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120302$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120302$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.N35 =082 04$a620.1/93$223 =100 1\$aSun, Shengwei,$eauthor. =245 10$aSensing Mechanism of Self-Monitoring CNT Cementitious Composite /$cShengwei Sun, Xun Yu, Baoguo Han. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aOwing to its outstanding sensing properties, mechanical properties, and durability, self-monitoring carbon nanotube (CNT) cementitious composite can serve as an intrinsic smart sensor for structural health monitoring and traffic detection. However, it is not clear at present what the origin of the sensing property of the self-monitoring CNT cementitious composite is. This paper discusses the nature of the sensing property of the composite measured with dc and ac circuits based on a commonly used conductive model of CNT cementitious composite and reveals the origin of the sensing property of the composite through experiments. Experimental results indicate that the sensing property of the composite mainly results from the change in contact resistance between adjacent CNTs under external force or deformation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCarbon nanotubes. =650 \0$aSensing mechanism. =650 \0$aNanostructured materials. =650 \0$aNanotubes. =650 \0$aCarbon. =650 14$aSelf-monitoring cementitious composite. =650 24$aCarbon nanotubes. =650 24$aSensing mechanism. =700 1\$aYu, Xun,$eauthor. =700 1\$aHan, Baoguo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120302.htm =LDR 03804nab a2200517 i 4500 =001 JTE20120342 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120342$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120342$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA276.8 =082 04$a519.5/44$223 =100 1\$aDolah, Rozzeta,$eauthor. =245 10$aEffect of Peel Side on Optimum Condition for Measuring Flexible Film Peel Strength in T-Peel Adhesion Test /$cRozzeta Dolah, Zenichi Miyagi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aStandardized methods for conducting a T-peel test have been well established for rigid materials, but are not suitable for flexible film because of variations in peel strength. The purpose of this paper is to provide an experimental procedure for a T-peel adhesion test and determine optimum conditions by considering the effect from alternate peel sides. A new testing apparatus is developed to solve the variation problem of using standardized methods for flexible packaging film. The optimum conditions are achieved using a parameter design method. The dynamic signal-to-noise ratio provides the optimum condition, as it has a minimum variation of peel strength evaluated from the peel side of the aluminum (Al) and cast polypropylene (CPP) layers. An experimental design is employed using an orthogonal array with four control factors consisting of peel angle, peel speed, data region, and spring thickness. The variation caused by the different peel surfaces of each specimen is investigated to observe which peel side gives the best condition for the T-peel test. Three optimum conditions for flexible film are discussed: the aluminum peel side condition, the CPP peel side condition, and the harmonized condition. Based on the signal-to-noise ratio (SNR) used to evaluate the improved condition in a confirmation test, the CPP peel side has the highest SNR, followed by the aluminum peel side, and then the harmonized condition. The SNR for the CPP peel side condition increased by 22 % from the aluminum peel side condition; thus, it is advised that the CPP peel side condition be used. The SNR of the harmonized condition is lower than the CPP and aluminum conditions, but it provides a convenient design that can be used without regard for peel side. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aT-peel test. =650 \0$aPeel strength. =650 \0$aEstimation theory. =650 \0$aRobust statistics. =650 \0$aStatistical hypothesis testing. =650 14$aAluminum-CPP flexible film. =650 24$aRobust parameter design method. =650 24$aDynamic signal-to-noise ratio. =650 24$aT-peel test. =650 24$aPeel strength. =700 1\$aMiyagi, Zenichi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120342.htm =LDR 03479nab a2200601 i 4500 =001 JTE20120205 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120205$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120205$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a625.85$223 =100 1\$aPei, Jianzhong,$eauthor. =245 10$aOrganic Montmorillonite Modified Asphalt Materials :$bPreparation and Characterization /$cJianzhong Pei, Yong Wen, Yanwei Li, Zengping Zhang, Xin Shi, Jiupeng Zhang, Rui Li, Leilei Cao, Qunle Du. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aOrganic montmorillonite (OMMT) modified asphalt was prepared with the melting intercalation technology. The distribution of OMMT layers in matrix asphalt was characterized through x-ray diffraction (XRD) and transmission electron microscope (TEM), and the effect of OMMT on physical properties and dynamic rheology of matrix asphalt were studied as well. It was found that OMMT homogeneously dispersed in the modified asphalt and intercalated OMMT/asphalt nanocomposites were prepared by means of melt extrusion. Additionally, from the penetration, softening point, and dynamic shear rheometer (DSR) testing result, it was observed that the OMMT obviously improved the high-temperature stability, temperature serviceability, and rut resistance of the matrix asphalt. The bending beam rheometer (BBR) results indicated that the OMMT modified asphalt with OMMT dosage of 3 % exhibited the lowest stiffness and highest resistance to low temperature cracking, and had less effect on the relaxation of stress in low temperature in comparison with OMMT modified asphalt with OMMT dosage of 1 % and 5 %. Furthermore, it was found that the optimal dosage of OMMT was 3 %. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRheology. =650 \0$aNanocomposites. =650 \0$aModified asphalt. =650 \0$aOrganic montmorillonite. =650 \0$aAsphalt$xMicrostructure. =650 \0$aMicromechanics. =650 14$aModified asphalt. =650 24$aOrganic montmorillonite. =650 24$aNanocomposites. =650 24$aRheology. =700 1\$aWen, Yong,$eauthor. =700 1\$aLi, Yanwei,$eauthor. =700 1\$aZhang, Zengping,$eauthor. =700 1\$aShi, Xin,$eauthor. =700 1\$aZhang, Jiupeng,$eauthor. =700 1\$aLi, Rui,$eauthor. =700 1\$aCao, Leilei,$eauthor. =700 1\$aDu, Qunle,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120205.htm =LDR 03533nab a2200601 i 4500 =001 JTE20130030 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130030$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130030$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA314 =082 04$a531.1133$223 =100 1\$aShen, Shihui,$eauthor. =245 10$aFracture and Viscoelastic Properties of Asphalt Binders During Fatigue and Rest Periods /$cShihui Shen, Xin Lu, Yuqing Zhang, Robert Lytton. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aViscoelastic asphalt binder plays an important role in bonding individual aggregate particles and contributes to the durability and stability of asphalt pavement. When asphalt binder is subjected to cyclic loading, deformation and fracture may develop simultaneously within it, leading to the deterioration of material properties and eventually fatigue failure. Research has found that some degree of recovery may develop if rest periods are applied after fatigue deterioration. However, it is not clear whether such recovery is caused by fracture healing, viscoelastic recovery, or both. This paper presents an analysis to differentiate the contributions of fracture healing and viscoelastic recovery to the asphalt binder during rest periods. It also evaluates the damage caused by deformation and fracture during a fatigue process. It is found that viscoelastic recovery plays an important role in the instant increase in the dynamic shear modulus at the beginning of the rest period. The effect of fracture healing on dynamic shear modulus recovery is more dominant in the long term. A healing index is developed based only on the fracture healing of asphalt binder, excluding the effect of viscoelastic recovery. It can be used to evaluate the true healing properties of different asphalt binders. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aHealing. =650 \0$aFracture. =650 \0$aAsphalt binder. =650 \0$aViscoelasticity. =650 \0$aDynamic shear modulus. =650 \0$aFractional calculus. =650 \0$aWaves$xMathematical models. =650 \0$aViscoelasticity$xMathematical models. =650 14$aHealing. =650 24$aAsphalt binder. =650 24$aFatigue. =650 24$aFracture. =650 24$aViscoelasticity. =650 24$aDynamic shear modulus. =700 1\$aLu, Xin,$eauthor. =700 1\$aZhang, Yuqing,$eauthor. =700 1\$aLytton, Robert,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130030.htm =LDR 03604nab a2200577 i 4500 =001 JTE20120218 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120218$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120218$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD793.9 =082 04$a628.4$223 =100 1\$aHuang, Hsiu Lung,$eauthor. =245 10$aAssessing the Adequacy of Concrete Mixes Utilizing PCB Powders /$cHsiu Lung Huang, Chao-Lung Hwang, Sheng Szu Peng, Edward H. Wang, Chun Tsun Chen, Chu Chan Chiang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b38 =520 3\$aSolid waste management is becoming a sustainability issue in highly industrialized societies. Recycling or reuse of solid waste is desirable to reduce the adverse impact of this material. The vast annual production of printed circuit board (PCB) waste in Taiwan creates environmental concerns because of the leaching of toxic chemicals into landfills. This study assessed the feasibility of utilizing resin powder and glass fiber recycled from PCB waste as a partial replacement of fine aggregate (natural river sand) in concrete. It also established a comprehensive test program to promote the use of recycling waste for waste reduction. The crushed powder of PCB mixed with standard mortar in fixed volumetric mix proportion, as sand:cement:water = 2.75:1:0.485 was the control group to test the fresh and hardened properties of the material. The test results of hardened specimen properties showed that the addition of PCB resin powder should be less than 10 %, and the addition level of glass fiber should be less than 2 %. The engineering properties and durability matched those of the cement mortar of the standard control group. Because toxic chemicals released from PCB powder and hardened concretes were found to be less than the tolerance limit in the local ordinances, waste PCB can be used in cement mortar, providing an alternative for recycling industrial waste PCB. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRecycling. =650 \0$aPCB powder. =650 \0$aGreen concrete. =650 \0$aWaste reduction. =650 \0$aIndustrial ecology. =650 \0$aSource reduction (Waste management) =650 \0$aWaste minimization. =650 14$aPCB powder. =650 24$aRecycling. =650 24$aWaste reduction. =650 24$aGreen concrete. =700 1\$aHwang, Chao-Lung,$eauthor. =700 1\$aPeng, Sheng Szu,$eauthor. =700 1\$aWang, Edward H.,$eauthor. =700 1\$aChen, Chun Tsun,$eauthor. =700 1\$aChiang, Chu Chan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120218.htm =LDR 03673nab a2200589 i 4500 =001 JTE20120338 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120338$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120338$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS592.14 =082 04$a631.4/7$223 =100 1\$aKarademir, Tanay,$eauthor. =245 10$aComputer-Automated Triaxial Testing System for Assessing and Mitigating Sample Disturbance in a Natural Clay in the Laboratory /$cTanay Karademir. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aA computer automation for a manual triaxial cell involved in designing new test instrumentation components and connections and in developing new controller software and supportive hardware for accurate functioning of the system during long test durations was undertaken to run high-quality, sophisticated triaxial tests for measuring the stress-strain properties of clays. For validation and further evaluation of the developed computer-automated triaxial testing system, a laboratory testing program was performed to investigate the effects of sample disturbance on laboratory-measured clay soil behavior and the mitigation of disturbance effects in the laboratory using two reconsolidation methods, the stress history and normalized soil properties (SHANSEP) method and the recompression method. Computer-automated triaxial tests were performed on specimens of Boston blue clay (BBC) from a test site (Newbury, MA) sampled using a Sherbrooke-type block sampler. The test results from the laboratory testing program are presented, including for (i) one-dimensionally consolidated undrained compression (CKoUC) tests on both normally consolidated (NC) and mechanically overconsolidated (OC) specimens using the SHANSEP method and (ii) anisotropically consolidated undrained compression (CAUC) tests using the recompression method. The CKoUC(NC) tests were performed to provide baseline SHANSEP data, and results were compared between CKoUC(OC) SHANSEP and CAUC recompression tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aClays. =650 \0$aSoil sampling. =650 \0$aShear strength. =650 \0$aTriaxial tests. =650 \0$aSample disturbance. =650 \0$aSoil consolidation. =650 \0$aComputer applications. =650 \0$aSoil surveys. =650 \0$aSoils$xSampling. =650 \0$aSoils$xClassification. =650 14$aSample disturbance. =650 24$aClays. =650 24$aTriaxial tests. =650 24$aShear strength. =650 24$aSoil consolidation. =650 24$aSoil sampling. =650 24$aComputer applications. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120338.htm =LDR 03376nab a2200505 i 4500 =001 JTE20130008 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130008$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130008$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK8322 =082 04$a621.31/244$223 =100 1\$aLee, Amy H. I.,$eauthor. =245 12$aA Performance Evaluation Model Using FAHP/DEA and the Malmquist Productivity Index to Assess the Photovoltaics Industry in Taiwan /$cAmy H. I. Lee, He-Yau Kang, Chun-Yu Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b59 =520 3\$aWith the depletion of fossil fuels and public consciousness of environmental degradation, the use of renewable energy resources has become a must in order to meet consistently increasing global energy demands. Solar energy is a promising renewable energy source that can be generated from the infinite sunlight resource with environmental sustainability and high safety standards. Nevertheless, the development of the photovoltaics (PV) industry still faces some obstacles, such as a versatile market cycle in response to economic conditions and high production costs with low conversion efficiency. Therefore, finding ways to strengthen their competitiveness is important in order for PV companies to survive and acquire decent profits in this new market. This research proposes a performance evaluation framework of firms in the PV industry. A fuzzy analytic hierarchy process (FAHP) is applied to set the assurance region of the factors, and then data envelopment analysis (DEA) is carried out to assess the business performance of the PV firms. Next, the Malmquist productivity index (MPI) is applied to evaluate the changes in efficiency of each firm over time. Based on the analysis, the firms can understand their current positions in the market and can gain a clear idea of how to improve their business. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPhotovoltaics industry. =650 \0$aPhotovoltaics. =650 \0$aSolar energy. =650 14$aPhotovoltaics industry. =650 24$aAnalytic hierarchy process (AHP) =650 24$aData envelopment analysis (DEA) =650 24$aAssurance region (AR) =650 24$aMalmquist productivity index (MPI) =700 1\$aKang, He-Yau,$eauthor. =700 1\$aLin, Chun-Yu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130008.htm =LDR 03202nab a2200565 i 4500 =001 JTE20120346 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120346$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120346$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1925 =082 04$a678$223 =100 1\$aMan?uka, Abas,$eauthor. =245 10$aImproving Belleville Washer Spring Characteristics Using Elastomer Filling /$cAbas Man?uka, Nenad Gubeljak, Jožef Predan, Marko Pinteric. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aBelleville washer steel springs are characterized by a long fatigue life, better space utilization, low creep tendency, and high force bearing capacity with a small spring deflection. In the case of thicker springs, a greater force bearing and greater stiffness are obtained, but the deflection of the spring is reduced. In such a case, the fatigue life is reduced and there is a very high probability that a Belleville washer spring may fail in a brittle manner, causing additional damage to machinery. In order to prevent such a fracture of a Belleville washer, an elastomeric filling was used on both free surfaces of the spring. Experimental testing and numerical analyses show that enhanced loading characteristics were obtained when the elastomer filling was increasingly involved in the force bearing process. When the elastomer filling is compressed, the stresses in the Belleville washer steel are reduced, because the majority of the deflection stress is shared by the elastomer instead of the steel. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamping. =650 \0$aElastomer. =650 \0$aStress concentration. =650 \0$aFinite element method. =650 \0$aBelleville washer spring. =650 \0$aElastomers$vHandbooks, manuals, etc. =650 \0$aThermoplastics$vHandbooks, manuals, etc. =650 14$aBelleville washer spring. =650 24$aElastomer. =650 24$aDamping. =650 24$aStress concentration. =650 24$aFinite element method. =700 1\$aGubeljak, Nenad,$eauthor. =700 1\$aPredan, Jožef,$eauthor. =700 1\$aPinteric, Marko,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120346.htm =LDR 02941nab a2200529 i 4500 =001 JTE20120285 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120285$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120285$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aH61 =082 04$a300/.28/51$223 =100 1\$aWang, Cheng-Hua,$eauthor. =245 10$aBibliometric and Social Network Analysis for Data Mining :$bThe Intellectual Structure of Tourism Destination Literature /$cCheng-Hua Wang, Shiu-Chun Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b112 =520 3\$aData mining can extract useful information from large databases. This paper presents the evolution of the intellectual structure in tourism destination literature as determined by means of bibliometric and social network analysis of 17 552 citations of 414 articles published in Social Sciences Citation Index and Sciences Citation Index journals from 1955 to 2011. This study found that tourism destination research is organized into four different concentrations of interest: destination image, tourist experience and stakeholder involvement, structural equation modeling, and customer relationship management. Future tourism destination research will probably continue to focus on these topics. This study presents a new way for researchers to profile development patterns objectively and provides a key reading method for searching useful research directions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBibliometric. =650 \0$aData mining. =650 \0$aIntellectual structure. =650 \0$aTourism destination. =650 \0$aNetwerkanalyse. =650 \0$aSocial sciences$vNetwork analysis. =650 14$aData mining. =650 24$aBibliometric. =650 24$aSocial network analysis. =650 24$aTourism destination. =650 24$aIntellectual structure. =700 1\$aChen, Shiu-Chun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120285.htm =LDR 03408nab a2200565 i 4500 =001 JTE20120301 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120301$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120301$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL788.4 =082 04$a333.9/4$223 =100 1\$aKerr-Anderson, Eric,$eauthor. =245 10$aDesign and Development of a Test Fixture and Method for Investigation of Impact During Pre-Stressed Compression /$cEric Kerr-Anderson, Benjamin Geiger-Willis, Selvum Pillay, Uday Vaidya. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aAs composites become more integrated into large structures and vehicles, there is a need to design for laminate failure associated with realistic combined loading scenarios. Because a structural composite is typically brittle, impact damage has been extensively studied and residual strength has been evaluated post impact damage. Few studies have been conducted to determine the effects of pre-stressing a composite during impact. In the case of in-plane compression during impact, it has been found that there is a synergistic effect which causes more damage than occurs with a standard compression-after-impact (CAI) test. When compressive pre-stress greater than 70 MPa was applied to 150 mm x 100 mm x 5.4 mm glass fiber/vinyl ester laminates, an impact initiated shear crack (IISC) developed perpendicular to the applied load leading to failure. To accommodate designers concerned with compressively loaded composite structures that may endure an impact event, a test method has been established to conduct compression during impact (CDI) testing. This paper has reported the design, construction, and implementation of an innovative test fixture that enables investigation of failure mechanisms in the CDI test mode. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFixture. =650 \0$aComposite. =650 \0$aPre-stress. =650 \0$aCompression. =650 \0$aBallistic impact. =650 \0$aElectrical and Electronic Engineering. =650 \0$aMechanical Engineering. =650 14$aPre-stress. =650 24$aBallistic impact. =650 24$aComposite. =650 24$aCompression. =650 24$aFixture. =700 1\$aGeiger-Willis, Benjamin,$eauthor. =700 1\$aPillay, Selvum,$eauthor. =700 1\$aVaidya, Uday,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120301.htm =LDR 03696nab a2200553 i 4500 =001 JTE20130054 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130054$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130054$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7882.I6 =082 04$a621.3815422$223 =100 1\$aChang, Tsang-Chuan,$eauthor. =245 10$aSputtering Process Assessment of ITO Film for Multiple Quality Characteristics With One-Sided and Two-Sided Specifications /$cTsang-Chuan Chang, Kung-Jeng Wang, Kuen-Suan Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aThe evolution of technology has increased the demand for convenient and user-friendly human-machine interfaces. This demand has driven the rapid development of the touch panel industry. Functioning as a conductive medium, indium tin oxide (ITO) film is a key factor in the quality of touch screens or panels. Because the sputtering process of ITO film includes both STB- and NTB-type quality characteristics, the analysis methodology proposed in the past cannot represent distinct influences or provide the production department with sufficient reference for improvements. Therefore, the purpose of this paper is to apply the bilateral index Cpm, which fully reflects process loss and yield, to develop an effective assessment model for the sputtering process with one-sided and two-sided specifications. Traditionally, Cpm can only be used to measure the capability of processes with two-sided specifications. We used the variable transformation method to develop the multi-process capability analysis chart. This chart is capable of measuring process precision and accuracy in relation to both types of quality characteristics. When process capability falls short of required standards, manufacturers can investigate the reasons according to the position of each quality characteristic on the chart. These data provide an important point of reference for proposing improvements to the sputtering process to enhance the quality of ITO film products and increase the competitive advantage and productivity of manufacturers. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aITO film. =650 \0$aTouch panel. =650 \0$aSputtering process. =650 \0$aProcess capability index. =650 \0$aTouch screens. =650 \0$aFlat panel displays. =650 \0$aComputer monitors. =650 14$aTouch panel. =650 24$aITO film. =650 24$aSputtering process. =650 24$aProcess capability index. =650 24$aProcess capability analysis chart. =700 1\$aWang, Kung-Jeng,$eauthor. =700 1\$aChen, Kuen-Suan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130054.htm =LDR 03011nab a2200553 i 4500 =001 JTE20120283 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120283$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120283$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a620.1/96$223 =100 1\$aZhang, Bing-yin,$eauthor. =245 10$aParticle Breakage of Cement Ellipsoid Aggregate-Part I :$bTriaxial Compression Tests /$cBing-yin Zhang, Yu-xin Jie, De-zhi Kong. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aCement ellipsoid aggregate was adopted to simulate rockfill materials in laboratory tests. The specimen was prepared by mixing cement ellipsoids of four diameters in a particular ratio. Triaxial compression tests and isotropic compression tests were then conducted to investigate the macroscopic stress-strain relationship of the aggregate, and the crushing characteristics of the cement ellipsoids. The particle size distributions were analyzed after testing. No particle breakage occurred during the isotropic compression tests or the unloading-reloading process of the triaxial compression tests; this implied that breakage of the cement ellipsoids mainly occurs during the shearing process of loading. Sieving analysis showed that the sizes of the larger particles did not change much; crushing mainly produced small particles and, thus, changed the particle size distribution. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCement ellipsoid. =650 \0$aParticle breakage. =650 \0$aParticle crushing. =650 \0$aAsphalt. =650 \0$aAsphalt cement. =650 \0$aAsphalt emulsion mixtures. =650 14$aParticle breakage. =650 24$aParticle crushing. =650 24$aCement ellipsoid. =650 24$aTriaxial compression test. =650 24$aIsotropic compression test. =650 24$aParticle size distribution. =700 1\$aJie, Yu-xin,$eauthor. =700 1\$aKong, De-zhi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120283.htm =LDR 03162nab a2200505 i 4500 =001 JTE20130017 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130017$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130017$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT105 =082 04$a607.1/14$223 =100 1\$aWang, Mu-Shun,$eauthor. =245 10$aEvaluating the Operational Efficiency of the Banking Sector in Taiwan :$bA Two-Stage Data Envelopment Analysis Approach /$cMu-Shun Wang, Shih-Tong Lu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b64 =520 3\$aIn this study we adopted two-stage data envelopment analysis (DEA) methods, including the Charnes-Cooper-Rhodes and Banker-Charnes-Cooper methods, to evaluate the performance of marketing-orientation and profit-orientation activities on the cost efficiency of Taiwan's banks. The conventional DEA model was modified to take into account the series relationship for dividing two sub-processes in order to identify the causes of inefficiency. Information was obtained from 37 Taiwanese banks for the period from 2008 to 2011. The Malmquist total factor productivity index was employed to measure the effect of productivity changes on the panel data. The empirical results from the two-stage approach indicate the following: (1) the mean efficiency score of profitability stage banks is higher than that of the marketability stage banks; (2) the technical efficiency is significantly different from ranking according to the operating scale and pure technical efficiency, and the scale efficiencies are significantly different from ranking according to fixed assets; and (3) economies of scale and scope exist at small and medium-sized banks. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEvaluating efficiency. =650 \0$aTechnical efficiency. =650 \0$aTwo-stage DEA approach. =650 \0$aIndustrial efficiency. =650 \0$aTechnical education. =650 14$aEvaluating efficiency. =650 24$aData envelopment analysis. =650 24$aTechnical efficiency. =650 24$aTwo-stage DEA approach. =700 1\$aLu, Shih-Tong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130017.htm =LDR 03761nab a2200529 i 4500 =001 JTE20120210 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120210$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120210$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.5 =082 04$a624.1/5136$223 =100 1\$aWang, Shuying,$eauthor. =245 10$aThreshold Strain for Postcyclic Shear Strength Change of Mississippi River Valley Silt Due to Cyclic Triaxial Loading /$cShuying Wang, Site Onyejekwe, Junsheng Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aSoil microstructure is affected by cyclic loading, leading to changes in postcyclic shear strength. It is generally observed that the postcyclic shear strength of a given soil increases substantially after reconsolidation above a threshold strain for that soil. In this study, we investigated the threshold strain for change in the postcyclic shear strength of reconsolidated soil by conducting cyclic triaxial tests on reconstituted Mississippi River Valley silt with a plasticity index (PI) of 5.8. To this end, the effects of the cyclic stress ratio, overconsolidation ratio, effective consolidation pressure, and PI on the threshold cyclic axial strain were assessed. The postcyclic shear strength decreased slightly when the cyclic axial strain (?a,c) was less than 0.4 %, but it increased substantially when the cyclic axial strain was greater than 0.4 %. The threshold cyclic axial strain was determined as 0.4 %, which was close to the yield cyclic axial strain, equal to the strain at the intersection of two envelopes in ?a,c versus p' space. The threshold strain did not vary substantially with either the cyclic stress ratio or the overconsolidation ratio, but it decreased with the effective consolidation pressure. Within the PI range of 5.8 to 9.4, there was no obvious change in threshold cyclic axial strain. When we combined data from other researchers, it was found that the threshold shear strain increases from 0.1 % to 3.0 % with an increase in PI. The average line for threshold shear strain (?th) for postcyclic shear strength change was found to be almost parallel to that for cyclic pore water pressure in PI-log?th space. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aReconsolidation. =650 \0$aThreshold strain. =650 \0$aLow-plasticity silt. =650 \0$aCyclic triaxial tests. =650 \0$aShearstrengthof soils$xTesting. =650 14$aThreshold strain. =650 24$aLow-plasticity silt. =650 24$aPostcyclic shear strength. =650 24$aReconsolidation. =650 24$aCyclic triaxial tests. =700 1\$aOnyejekwe, Site,$eauthor. =700 1\$aYang, Junsheng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120210.htm =LDR 03421nab a2200577 i 4500 =001 JTE11611J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11611J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11611J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.74 =082 04$a620.1/1223$223 =100 1\$aYamasaki, RS.,$eauthor. =245 10$aApplication of Accelerated Weathering Test to Glass-Fiber Reinforced Polyester Sheets of Improved Surface Durability /$cRS. Yamasaki, A. Blaga. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aAn accelerated weathering test has been applied to three types of commercial glass-fiber reinforced polyester (GRP), the durability of which has been improved by the application of various surface finishes. The nature and rate of induced surface degradation were monitored throughout the exposure period by scanning electron microscopy and, where possible, compared with those produced by horizontal outdoor exposure at Ottawa, Canada. Acrylic-lacquer-coated GRP underwent six types of surface damage leading to exposure and surface microcracking of the GRP substrate. The first three types of damage produced by artificial weathering were similar to those induced so far after six years of outdoor weathering, resulting in an acceleration factor of 6. Gel-coated GRP sustained surface microcracking as for outdoor exposure with an acceleration factor of 9. Poly(vinyl fluoride)-laminated (PVF) GRP underwent five types of damage, resulting in delamination of PVF and surface microcracking of the unprotected GRP resin. The first two types of damage have been verified to date after six years of outdoor exposure and were accelerated by a factor of 5. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDurability. =650 \0$aAccelerated tests. =650 \0$aComposite materials. =650 \0$aSurface degradation. =650 \0$aCorrosion and anti-corrosives$xTesting$xCongresses. =650 \0$aAccelerated life testing$xCongresses. =650 \0$aStress corrosion$xTesting$xCongresses. =650 \0$aCorrosion. =650 \0$aTests. =650 14$aAccelerated tests. =650 24$aComposite materials. =650 24$aDurability. =650 24$aSurface-laminated glass-fiber reinforced polyester. =650 24$aSurface degradation. =650 24$aScanning electron microscopy. =700 1\$aBlaga, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11611J.htm =LDR 02676nab a2200541 i 4500 =001 JTE11607J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11607J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11607J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS335 =082 04$a632.90182$223 =100 1\$aTuddenham, WM.,$eauthor. =245 10$aSampling of Electrorefined Copper Cathodes /$cWM. Tuddenham, AD. Dangerfield, BB. McMillan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aProblems involved in the sampling of electrorefined cathode production in a typical refinery are examined. Items discussed include: nonhomogeneity in single cathodes, nonhomogeneity among cathodes from the same electrolytic cell, nonhomogeneity among cathodes from single production lots, and limitations of visual examination in predicting cathode quality. Ordinary sampling procedures involving one or two cathodes are shown to be totally inadequate for obtaining true measures of the average impurity contents from a shipping lot. Suggestions for sampling frequency drawn from the experience of the study are presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCopper cathodes. =650 \0$aQuality control. =650 \0$aSampling reliability. =650 \0$aProduct specifications. =650 \0$aSampling (Statistics) =650 \0$aSequential analysis. =650 14$aQuality control. =650 24$aSampling reliability. =650 24$aProduct development quality. =650 24$aCopper cathodes. =650 24$aProduct specifications. =700 1\$aDangerfield, AD.,$eauthor. =700 1\$aMcMillan, BB.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11607J.htm =LDR 02917nab a2200565 i 4500 =001 JTE11606J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11606J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11606J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD491 =082 04$a363.6/1/0973$223 =100 1\$aMedrick, DS.,$eauthor. =245 10$aImpurity Variations in Electrolytic Cathode Copper /$cDS. Medrick, JE. Teague. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aThis work was conducted to evaluate the effects of segregated impurities (particularly sulfur) in various locations of a randomly selected electrolytic cathode on the fabricability of wires drawn from spikes cast with copper from these regions of the cathode. Results were analyzed by the different performance levels achieved with copper fabricated from these cathode regions. Another aspect of this work was an investigation of a 340 200-kg (750 000-lb) copper lot consisting of a 154 700-kg (341 000-lb) section of sheared cathodes (top and bottom 102-mm [4-in.] wide strip sheared off each cathode) and a comparison 185 500-kg (409 000-lb) section of unsheared regular cathodes for reference purposes. This split lot was fabricated into magnet wires, and the results between these two sections were compared as to performance levels obtained in the finished wire products. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWire. =650 \0$aCopper. =650 \0$aImpurities. =650 \0$aCopper nodules. =650 \0$aSheared cathodes. =650 \0$aCathode segregations. =650 \0$aCopper$xMetabolism$xDisorders. =650 \0$aDrinking water$xCopper content. =650 14$aCopper. =650 24$aImpurities. =650 24$aWire. =650 24$aCathode segregations. =650 24$aSheared cathodes. =650 24$aCopper nodules. =700 1\$aTeague, JE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11606J.htm =LDR 02416nab a2200481 i 4500 =001 JTE11608J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11608J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11608J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.T46 =082 04$a721/.0449$223 =100 1\$aClark, G.,$eauthor. =245 10$aStrength Reduction in Thin Aluminum Alloy Sheets by Laser Irradiation /$cG. Clark, ME. de Morton. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aIn order to assess the extent of the damage produced in thin metallic sheets by high-energy laser radiation, the residual tensile strength of small-scale 7075-T6 alumimum alloy specimens has been measured after laser irradiation and cooling. The effect of applied loads during irradiation upon residual strength is found to be small for all loading levels except those approaching the elastic limit. In addition, the use of an equivalent hole size parameter to describe the extent of laser damage and to compare the strength-reducing effects of various irradiation parameters is proposed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLasers. =650 \0$aMetal sheets. =650 \0$aTensile properties. =650 \0$aTensile architecture. =650 14$aMetal sheets. =650 24$aLasers. =650 24$aTensile properties. =700 1\$ade Morton, ME.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11608J.htm =LDR 02464nab a2200565 i 4500 =001 JTE11613J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11613J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11613J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aSeeger, T.,$eauthor. =245 10$aGeneralized Application of Neuber's Rule /$cT. Seeger, P. Heuler. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aAn analysis is presented concerning problems of correct application of approximation formulas such as Neuber's rule for the case of inelastic net section behavior of notched members. The rules developed allow a generalized consideration of elastic-plastic net section behavior for any type of loading and notch geometry. The analysis is illustrated by discussion of experimental and calculated load-notch strain curves of different specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aFatigue life. =650 \0$aNeuber's rule. =650 \0$aNotch strength. =650 \0$aLoad-strain curves. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFatigue life. =650 24$aStresses. =650 24$aNotch strength. =650 24$aNeuber's rule. =650 24$aInelastic net section behavior. =650 24$aLoad-strain curves. =700 1\$aHeuler, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11613J.htm =LDR 02782nab a2200529 i 4500 =001 JTE11609J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11609J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11609J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.T46 =082 04$a721/.0449$223 =100 1\$aMcLellan, DL.,$eauthor. =245 10$aTensile Properties of A357-T6 Aluminum Castings /$cDL. McLellan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aConsideration of high-strength aluminum alloy castings as primary aircraft structure requires assurance that these products will possess structural integrity. Current industrial design practices place factors on properties or loads to offset the unknown characteristics of castings in recognition that the only absolute guarantee of properties is achievable through destructive tests. This paper presents an evaluation of tensile properties and their relationships to physical parameters for A357-T6 castings as an attempt to improve product assurance through nondestructive inspections. By improving both production controls and the measurements of significant physical conditions, it is believed that adequate product assurance can be developed to make these materials competitive with various wrought aluminum alloy fabricated structures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCastings. =650 \0$aSoundness. =650 \0$aAluminum alloys. =650 \0$aTensile properties. =650 \0$aDendrite arm spacing. =650 \0$aTensile architecture. =650 14$aTensile properties. =650 24$aAluminum alloys. =650 24$aCastings. =650 24$aA357-T6 aluminum castings. =650 24$aDendrite arm spacing. =650 24$aSoundness. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11609J.htm =LDR 03050nab a2200529 i 4500 =001 JTE11610J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11610J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11610J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS590.7.M662012 =082 04$a631.49$223 =100 1\$aGat, N.,$eauthor. =245 10$aEffects of Temperature on the Behavior of Metals Under Erosion by Particulate Matter /$cN. Gat, W. Tabakoff. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b35 =520 3\$aThe effect of temperature on the erosion of metals by solid particles is studied. Properties that, as the temperature increases, decrease the metals' resistance to erosion (Type I) are identified, as are other properties that increase their resistance to erosion (Type II). The removal of erosive material is accomplished through the simultaneous action of several mechanisms. Under given test conditions (such as angle of impact, particle shape, and hardness) one mechanism is likely to dominate. Whether erosion increases or decreases as the temperature increases depends on the dominant erosion mechanism because some mechanisms are affected by Type I factors while others are affected by Type II factors. This dependence may change, however, at various ranges of the temperature scale. At homologous temperatures (the ratio between the actual temperature of the material and its melting temperature, in absolute degrees) above 0.5, Type II factors dominate most erosion mechanisms. Of particular interest are the brittle-to-ductile transition temperature and the recrystallization temperature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMetals. =650 \0$aErosion. =650 \0$aTemperature. =650 \0$aSolid particles. =650 \0$aControlling properties. =650 \0$aSoil erosion. =650 14$aErosion. =650 24$aMetals. =650 24$aTemperature. =650 24$aSolid particles. =650 24$aControlling properties. =700 1\$aTabakoff, W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11610J.htm =LDR 03079nab a2200637 i 4500 =001 JTE11614J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11614J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11614J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273 =082 04$a519.2$223 =100 1\$aLandes, W.,$eauthor. =245 13$aAn Acceptance Plan for Feather and Down Products /$cW. Landes. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aA method of deciding whether an article filled with a feather and down mixture is properly labeled was published in 1971. It required the calculation of three factors: the mean, the standard deviation, and the t statistic. The present paper presents tables of acceptance values for various combinations of producer risk and consumer risk, eliminating the need for the calculation of the t statistic. The previous paper required a minimum sample of four specimens, while the present paper provides an opportunity for reduced sampling and testing by presenting acceptance values for n = 2 and n = 3, which can be used in routine quality control work. Finally, operating characteristic curves, showing how the probability of acceptance varies with the percentage of down in the finished product, are given for several different plans. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aClothing. =650 \0$aProbability. =650 \0$aConsumer risk. =650 \0$aProducer risk. =650 \0$aAcceptance plan. =650 \0$aAcceptance value. =650 \0$aStandard deviation. =650 \0$aLower specification limit. =650 \0$aAlgorithms. =650 14$aClothing. =650 24$aMean. =650 24$aStandard deviation. =650 24$aProbability. =650 24$aLower specification limit. =650 24$aBarely tolerable specification limit. =650 24$aProducer risk. =650 24$aConsumer risk. =650 24$aOperating characteristic curve. =650 24$aAcceptance value. =650 24$aProbability of acceptance. =650 24$aAcceptance plan. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11614J.htm =LDR 03013nab a2200793 i 4500 =001 JTE11612J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11612J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11612J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC51.U6 =082 04$a530/.028/4$223 =100 1\$aWang, TP.,$eauthor. =245 10$aElectromotive Force Stability of Nicrosil-Nisil® /$cTP. Wang, CD. Starr. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aEarly data on the aging characteristics of experimental heats of Nicrosil (Ni-14.2Cr-1.4Si-0.1Mg) and Nisil® (Ni-4.2Si-0.1Mg) versus Type K thermoelements are reviewed. The electromotive force stability of Nicrosil-Nisil in 1.6-mm (0.064-in.), 0.8-mm (0.032-in.), and 0.3-mm (0.0126-in.) diameter wire at 500°C in air up to 200 h is obtained in situ and is compared with that of Type K thermoelements of the same size. The mechanism of EMF changes is discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAging. =650 \0$aNisil. =650 \0$aNicrosil. =650 \0$aOrdering. =650 \0$aOxidation. =650 \0$aStability. =650 \0$aResistance. =650 \0$aResistivity. =650 \0$aShort-range. =650 \0$aNickel alloys. =650 \0$aThermocouples. =650 \0$aThermoelements. =650 \0$aElectric potential. =650 \0$aNeutron diffraction. =650 \0$aNeutrons. =650 \0$aNeutron sources. =650 14$aThermocouples. =650 24$aElectric potential. =650 24$aNickel alloys. =650 24$aAging. =650 24$aNeutron diffraction. =650 24$aNicrosil. =650 24$aNisil. =650 24$aOxidation. =650 24$aResistance. =650 24$aResistivity. =650 24$aShort-range. =650 24$aOrdering. =650 24$aStability. =650 24$aThermal electromotive force. =650 24$aThermocouples. =650 24$aThermoelements. =650 24$aType K. =700 1\$aStarr, CD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11612J.htm =LDR 03084nab a2200553 i 4500 =001 JTE12647J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12647J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12647J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.7/34$223 =100 1\$aMoore, ID.,$eauthor. =245 10$aLocal Strain in Corrugated Pipe :$bExperimental Measurements to Test a Numerical Model /$cID. Moore. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aMeasurements of local strain in corrugated steel and high-density polyethylene (HDPE) pipe are used to test the effectiveness of a three-dimensional finite element analysis. Measurements were made at the horizontal diameter for the pipes subjected to parallel plate loading, a load condition that produces significant strain gradients around the pipe as well as through the corrugation. The test values are used to evaluate the performance of elastic analysis for both steel and polyethylene pipes, as well as viscoelastic analysis used for the polyethylene pipe alone. It is demonstrated that the theoretical model generally yields estimates of local strain within 5 to 15% of the measured values. The viscoelastic predictions of local strain through a load-unload cycle on the HDPE pipe were very good. The load-deflection response of HDPE is predicted well for monotonic loading, but improvements in the viscoelastic model for HDPE appear necessary to improve predictions through a full load unload cycle. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrain. =650 \0$aStiffness. =650 \0$aParallel plate test. =650 \0$aFinite element analysis. =650 \0$aPipe, Concrete. =650 \0$aReinforced concrete pipe. =650 \0$aCorrugated metal culverts. =650 \0$aAluminum culverts. =650 14$aFinite element analysis. =650 24$aStrain. =650 24$aStiffness. =650 24$aHigh-density polyethylene (HDPE) =650 24$aParallel plate test. =650 24$aThree-dimensional (3-D) response. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12647J.htm =LDR 02674nab a2200493 i 4500 =001 JTE12644J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12644J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12644J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aGilbert, CJ.,$eauthor. =245 10$aBack-Face Strain Compliance and Electrical-Potential Crack Length Calibrations for the Disk-Shaped Compact-Tension DC(T) Specimen /$cCJ. Gilbert, JM. McNaney, RH. Dauskardt, RO. Ritchie. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aBack-face strain compliance and electrical-potential crack length calibrations have been experimentally determined for the disk-shaped compact-tension DC(T) specimen. Finite-element modeling was used to ascertain the back-face strain distribution at several crack lengths to determine the significance of inconsistent gage placement. The numerical solutions demonstrated good agreement with experiment, especially at smaller crack lengths when the back-face strain gradients are minimal. It is concluded that precise gage placement is only critical when the crack tip closely approaches the back of the test specimen. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aElectrical and Electronic Engineering. =650 \0$aMechanical Engineering. =650 \0$aCivil Engineering. =650 14$aBack-face strain compliance. =650 24$aElectrical-potential calibration. =650 24$aDisk-shaped compact-tension DC(T) specimen. =700 1\$aMcNaney, JM.,$eauthor. =700 1\$aDauskardt, RH.,$eauthor. =700 1\$aRitchie, RO.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12644J.htm =LDR 03440nab a2200601 i 4500 =001 JTE12651J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12651J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12651J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD1064 =082 04$a628.4/456$223 =100 1\$aSorini, SS.,$eauthor. =245 10$aDevelopment and Validation of a Standard Test Method for Sequential Batch Extraction of Waste with Acidic Extraction Fluid /$cSS. Sorini. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aA project was conducted to develop and validate a sequential batch extraction method using a dilute acid solution as the extraction fluid. The method was developed by ASTM Task Group D-34.02.01 on Waste Leaching Techniques, and calls for the pH of the extraction fluid to reflect the pH of acidic precipitation in the geographic region where the material being tested is to be disposed. A collaborative study of the method was conducted to determine the multiple-laboratory and single-operator precision of the extraction procedure when applied to two different waste materials using two different pH values. A general statement on the precision of the method that covers all wastes, analytical parameters, and extraction fluid pH values cannot be made because the data generated in the collaborative study are specific to the test materials, extraction fluid pH values, and elements of interest in this study. However, the data generated in the study provide information on the variability that can be expected between test results when the method is used by one or more laboratories. This information will help potential users assess the usefulness of the method in their proposed applications. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aExtract. =650 \0$aLeachate. =650 \0$aLeaching. =650 \0$aExtraction. =650 \0$aExtraction fluid. =650 \0$aAcidic precipitation. =650 \0$aWaste leaching technique. =650 \0$aHazardous wastes. =650 \0$aWaste disposal in the ground. =650 \0$aHazardous waste sites$xLeaching$xEnvironmental aspects. =650 14$aWaste leaching technique. =650 24$aSequential batch extraction. =650 24$aLeaching. =650 24$aExtraction. =650 24$aAcidic precipitation. =650 24$aLeachate. =650 24$aExtract. =650 24$aExtraction fluid. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12651J.htm =LDR 03255nab a2200577 i 4500 =001 JTE12640J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12640J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12640J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620.1126$223 =100 1\$aMakabe, C.,$eauthor. =245 10$aFatigue Crack Propagation in a Specimen with a Complicated Cross-Section; Characterization of the Stress Intensity Factor /$cC. Makabe, H. Kaneshiro, H. Yara. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aIn order to predict the fatigue life of machine equipment, the fatigue crack propagation law has up to now been investigated using specimens with a simple cross-section shape. In this study, a specimen with three grooves cut in the loading direction was used to clarify crack propagation and crack closure behavior at points of discontinuous change in thickness. It was found that the crack propagation curve showed a complicated variation in the vicinity of the grooves and that the variation of crack closure behavior correlated well with it. The stress intensity factor was evaluated using the calibration curve between the crack propagation rate and the effective stress intensity factor range obtained from a similar smooth specimen. Results showed that the stress intensity factor of the grooved specimen was higher in front of the first groove and lower behind it, compared to the smooth specimen. As the crack crossed the first groove, the crack propagation rate exhibited a local maximum as a function of the maximum value of stress intensity factor. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGroove. =650 \0$aCrack closure. =650 \0$aCrack propagation. =650 \0$aStress intensity factor. =650 \0$aCross-section of specimen. =650 \0$aMaterials$xFatigue$xTesting. =650 \0$aStrains and stresses$xTesting. =650 \0$aFatigue. =650 14$aFatigue. =650 24$aCrack propagation. =650 24$aCrack closure. =650 24$aGroove. =650 24$aCross-section of specimen. =650 24$aStress intensity factor. =700 1\$aKaneshiro, H.,$eauthor. =700 1\$aYara, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12640J.htm =LDR 02153nab a2200409 i 4500 =001 JTE12653J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12653J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12653J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD478.3 =082 04$a628.167$223 =100 1\$aLerman, S.,$eauthor. =245 10$aUltraclean Technology Handbook, Volume 1, Ultrapure Water /$cS. Lerman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis work is the first in what appears to be a comprehensive treatise on ultraclean technology in the semiconductor industry and other industries that require ultraclean technology. As the title indicates, this is a handbook, or more accurately, an in-depth encyclopedic treatment of the subject. Its audience includes scientists, engineers, and others involved with virtually any aspect of ultrapure water, and, although the author's target is the semiconductor industry, this volume is valuable to anyone working with ultrapure water. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWater$xPurification. =650 \0$aSaline water conversion. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12653J.htm =LDR 03593nab a2200529 i 4500 =001 JTE12646J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12646J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12646J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.A6 =082 04$a620.1/866$223 =100 1\$aSample, VM.,$eauthor. =245 10$aConstant Temperature-Compensated Strain Rate Testing of Aluminum /$cVM. Sample, DP. Field. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aTemperature and strain rate have long been identified as the external variables dictating material response during deformation. The Zener-Hollomon parameter, Z, is a temperature-compensated strain rate defining the interrelationship between the two variables. Investigation of the constitutive response of a material requires well-defined testing conditions in order to properly identify material behavior. Mechanical testing at constant Z values offers the advantage of using well-defined deformation conditions when isothermal control cannot be maintained during deformation. To perform such tests real time feedback control of the strain rate is required. In addition, at high strain rates where deformation heating becomes significant, thermocouple response is not rapid enough to provide feedback signal adequate for control of the test. Under these circumstances it is necessary to predict deformation heating of the specimen as a function of the test parameters and control the strain rate based upon the estimated specimen temperature. Results of constant Z tests are presented showing the capabilities of the control system. Deformation heating is accounted for by a simple equation assuming a near adiabatic process which predicts the dissipation of heat through the surrounding environment. An application of the constant Z test procedure for modeling material behavior is briefly discussed. The ability to perform deformation experiments at constant Z values offers significant advantages in gaining an understanding of the constitutive response of materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAluminum. =650 \0$aMechanical testing. =650 \0$aConstitutive response. =650 \0$aAluminum alloys$xMechanical properties. =650 \0$aFracture mechanics. =650 \0$aStrain Rate. =650 14$aTemperature-compensated strain rate. =650 24$aConstitutive response. =650 24$aAluminum. =650 24$aMechanical testing. =650 24$aDeformation induced heating. =700 1\$aField, DP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12646J.htm =LDR 03299nab a2200721 i 4500 =001 JTE12649J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12649J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12649J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH2393 =082 04$a690.15$223 =100 1\$aOzkan, E.,$eauthor. =245 10$aThermal and Mechanical Properties of Cellular Polystyrene and Polyurethane Insulation Materials Aged on a Flat Roof in Hot-Dry Climate /$cE. Ozkan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b40 =520 3\$aCellular polymers, which have been increasingly used for thermal insulation of external walls and roofs since the 1970s, degrade in some cases. The heat transmission of a cellular polymer insulator, the k value, is predominantly dependent on the heat conduction of the air or gas remaining in the cells. An insulator may be aged and start transmitting more energy due to replacement of cell content with different gases or moisture or both, changes in size, softening and creeping under pressure and heat, or penetration of water or mineral particles into cells, or a combination thereof. The solid face also degrades due to ultraviolet light, heat and atmospheric oxygen. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAging. =650 \0$aFlat roof. =650 \0$aCompression test. =650 \0$aCellular plastics. =650 \0$aNatural weathering. =650 \0$aThermal insulation. =650 \0$aFoamed polyurethane. =650 \0$aSurface temperature. =650 \0$aExpanded polystyrene. =650 \0$aExtruded polystyrene. =650 \0$aFlat roofs$xDesign and construction. =650 \0$aFlat roofs$xThermal properties. =650 \0$aInsulation (Heat) =650 \0$aRoof gardening. =650 \0$aRoofing. =650 \0$aClimatic changes. =650 14$aCellular plastics. =650 24$aExpanded polystyrene. =650 24$aExtruded polystyrene. =650 24$aFoamed polyurethane. =650 24$aThermal insulation. =650 24$aThermal conductivity (k) =650 24$aCompression test. =650 24$aDimensional stability/compressive creep test. =650 24$aFlat roof. =650 24$aSurface temperature. =650 24$aNatural weathering. =650 24$aAging. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12649J.htm =LDR 03169nab a2200601 i 4500 =001 JTE12642J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12642J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12642J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD382.P67 =082 04$a547.7$223 =100 1\$aOdom, EM.,$eauthor. =245 10$aDevelopment of an Improved Compression Specimen Geometry for Unreinforced Polymers /$cEM. Odom, DF. Adams. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aOne of the recommended compression specimen geometries for plastics in ASTM D 695, Test Method for Compressive Properties of Rigid Plastics, is a straight-sided cylinder or prism. This end-loaded specimen tends to barrel at high strains. Additionally, if modulus is desired, the standard suggests that the specimen have extra length to avoid end constraints. Therefore, compression specimens for modulus can fail at a different stress level than compression specimens for strength. To overcome these problems, a compression specimen with a gage section of reduced area which is end-loaded but side supported was developed. Additional experimental observations of the thermosetting polymer of interest included a nonlinear compressive stress-compressive strain response which required a parabolic constitutive relationship to model, an observation of a significant anelastic material response, and a material response termed anelastic buckling. These observations of material behavior had not previously been observed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAnelastic. =650 \0$aNonlinear. =650 \0$aCompression. =650 \0$aUnreinforced. =650 \0$aSlenderness ratio. =650 \0$aThermosetting polymer. =650 \0$aPolymernetworks. =650 \0$aThermosettingcomposites. =650 \0$aThermosettingplastics. =650 \0$aBuckling. =650 14$aThermosetting polymer. =650 24$aUnreinforced. =650 24$aCompression. =650 24$aBuckling. =650 24$aAnelastic. =650 24$aNonlinear. =650 24$aSlenderness ratio. =700 1\$aAdams, DF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12642J.htm =LDR 03024nab a2200517 i 4500 =001 JTE12645J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12645J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12645J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT174.7 =082 04$a620.115$223 =100 1\$aMiyahara, K.,$eauthor. =245 10$aApplication of Surface Fabrication to Strain Measurement in Nanometer Scale with the Scanning Tunneling Microscope /$cK. Miyahara, S. Matsuoka, N. Nagashima, H. Masuda. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aIn this paper we describe the application of surface fabrication to the strain measurement in a nanometer scale with a scanning tunneling microscope (STM). In the electrical surface fabrication with the STM, hemispherical mounds whose radius and height were about 10 nm were created by applying a voltage pulse higher than 2.45 V between a gold STM tip and gold specimen. In the mechanical surface fabrication, indentations whose minimum depth was about 10 nm, were created by the contact of a conductive diamond tip with the gold specimen. The lattice of mounds or indentations was arranged in ten columns of ten rows at 45 nm pitch in the region of 450 x 450 nm. Comparing the two STM images before and after making a 50-nm-deep indentation on the lattice of small indentations, the displacement distribution was measured in the nanometer scale at each small indentation. Finally, strain distribution was calculated from the displacement distribution by using triangular elements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrain measurement. =650 \0$aEngineering. =650 \0$aOptical materials. =650 \0$aNanotechnology. =650 \0$aNanofabrication. =650 14$aStrain measurement. =650 24$aScanning tunneling microscope (STM) =650 24$aNanofabrication. =700 1\$aMatsuoka, S.,$eauthor. =700 1\$aNagashima, N.,$eauthor. =700 1\$aMasuda, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12645J.htm =LDR 02470nab a2200541 i 4500 =001 JTE12650J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12650J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12650J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1892 =082 04$a678/.3$223 =100 1\$aFishman, KL.,$eauthor. =245 10$aTesting Techniques for Measurement of Bulk Modulus /$cKL. Fishman, D. Machmer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe objective of this study was to examine prospective tests for determining the bulk modulus of elastomers used in the construction of elastomeric bearings. Because elastomeric materials are nearly incompressible, relatively slight volume changes are experienced during isotropic compression, sizably governing the accuracy of test measurements. For this reason major topics of interest are equipment calibration, test repeatability, and error accountability. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBulk modulus. =650 \0$aPiston method. =650 \0$aRubber$xAnalysis. =650 \0$aElastomers. =650 \0$aOrganic chemistry. =650 \0$aElastomeric bearings. =650 14$aBulk modulus. =650 24$aElastomers. =650 24$aElastomeric bearings. =650 24$aDeformation jacket (DJC) method. =650 24$aVolume change device (VCD) method. =650 24$aPiston method. =700 1\$aMachmer, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12650J.htm =LDR 02431nab a2200409 i 4500 =001 JTE12652J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12652J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12652J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.76.C66 =082 04$a005.1$223 =100 1\$aMegargle, R.,$eauthor. =245 10$aEnsuring Software Reliability /$cR. Megargle. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAnyone who has worked on a medium to complex programming project, one that requires more than a few days to complete, knows how difficult and time-consuming it is to test software and find errors. It often requires several times more effort to locate and fix bugs than to design and write the program. At first we blame ourselves, thinking it is our own inadequacies that cause us to make so many mistakes. We soon learn that almost everyone has the same experiences. These realizations have led to studies of the process of developing software, undertaken to find out if there are ways to contain the errors or facilitate their locations and corrections. The current status of this field of study is reviewed in this book, which is Volume 38 of Dekker's extensive series on "Quality and Reliability" edited by E. G. Schilling. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aComponent software$xReliability. =650 \0$aSoftware engineering. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12652J.htm =LDR 02617nab a2200517 i 4500 =001 JTE12691J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12691J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12691J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD195.O4 =082 04$a333.82$223 =100 1\$aAnabtawi, MZ.,$eauthor. =245 10$aEffect of Composition of El-lajjun Oil Shale on Its Calorific Value /$cMZ. Anabtawi, JM. Nazzal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aA geochemical analysis of El-lajjun oil shale in Jordan was carried out.It was found that El-lajjun oil shale consists of the following groups: organic matter, biogenic calcite and apatite, detrital clay minerals, and quartz.The calorific values of 100 samples of shale were determined.The effect of bore depth, calcium carbonate, organic carbon, and sulfur content on the calorific values were studied.Results were well correlated by the following equation Calorificvalue352,44(CaCO3)-0.066(S)0.257(Corg)1.141 with correlation coefficient of 0.983 and with an average standard error of 2.63%. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOil shale. =650 \0$aCalorific values. =650 \0$aPhysical properties. =650 \0$aOil-shale industry$xEnvironmental aspects$zUnited States. =650 \0$aOil shale reserves$zUnited States. =650 \0$aOil-shale industry$xEnvironmental aspects. =650 \0$aOil shale reserves. =650 14$aOil shale. =650 24$aPhysical properties. =650 24$aCalorific values. =700 1\$aNazzal, JM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12691J.htm =LDR 03398nab a2200565 i 4500 =001 JTE12648J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12648J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12648J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.85 ASPH$223 =100 1\$aWhitmoyer, SL.,$eauthor. =245 10$aDetermining Asphalt Concrete Properties via the Impact Resonant Method /$cSL. Whitmoyer, YR. Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aVarious publications have demonstrated that the results from the resilient modulus test (see ASTM D 4123, Method for Indirect Tension Test for Resilient Modulus of Bituminous Mixtures) display a wide range of variability. Considering this, an alternate testing method that produced more consistent results with a simpler test setup was pursued. A standardized vibrational test procedure for Portland cement concrete (ASTM C 215, Test Method for Fundamental Transverse, Longitudinal, and Torsional Frequencies of Concrete Specimens) was modified to measure the material properties of asphalt concrete. The impact resonant method provided three separate, independent tests, two measuring the elastic modulus and one the shear modulus. Poisson's ratio was obtained by comparing moduli results. Unlike the semi-nondestructive nature of the resilient modulus test, the impact resonant method was a true non-destructive test. The method also allowed for a possible laboratory link to nondestructive analysis of in-situ pavement. Experimental test results demonstrated that the impact resonant method provided precise and reproducible results. Further experiments revealed that the impact resonant method could detect different magnitudes of microcrack healing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt concrete. =650 \0$aResilient modulus. =650 \0$aNondestructive test. =650 \0$aStress wave analysis. =650 \0$aImpact resonant method. =650 \0$aAsphalt concrete$xMechanical properties. =650 \0$aAsphalt concrete$xTesting. =650 \0$aAsphalt$xAdditives. =650 \0$aRoad materials. =650 14$aImpact resonant method. =650 24$aResilient modulus. =650 24$aStress wave analysis. =650 24$aAsphalt concrete. =650 24$aNondestructive test. =700 1\$aKim, YR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12648J.htm =LDR 02637nab a2200601 i 4500 =001 JTE12641J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12641J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12641J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aPippan, R.,$eauthor. =245 14$aThe Use of Fatigue Specimens Precracked in Compression for Measuring Threshold Values and Crack Growth /$cR. Pippan, L. Plöchl, F. Klanner, HP. Stüwe. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aPrecracks generated in purely compressive cycles permit a determination of threshold values ?Kth and crack growth curves with increasing load amplitude only. They also permit to measure the effective threshold ?Keff th and the dependence of ?Kth on crack length. The production of such precracks is also discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShort crack. =650 \0$aCrack closure. =650 \0$aCrack growth test. =650 \0$aLong crack behavior. =650 \0$aCompression precracking. =650 \0$aElectrical and Electronic Engineering. =650 \0$aMechanical Engineering. =650 \0$aCivil Engineering. =650 14$aCompression precracking. =650 24$aThreshold of stress intensity range. =650 24$aEffective threshold of stress intensity range. =650 24$aCrack growth test. =650 24$aCrack closure. =650 24$aShort crack. =650 24$aLong crack behavior. =700 1\$aPlöchl, L.,$eauthor. =700 1\$aKlanner, F.,$eauthor. =700 1\$aStüwe, HP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12641J.htm =LDR 02787nab a2200565 i 4500 =001 JTE12643J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1994\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12643J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12643J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.22 =082 04$a620.11233$223 =100 1\$aJohnson, NL.,$eauthor. =245 10$aNumerical Model of Primary Creep Deformation in a Novel Double Shear Specimen /$cNL. Johnson, JC. Earthman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1994. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThree-dimensional finite element calculations were performed for primary creep deformation in a novel double shear specimen. Two characteristic creep behaviors were considered: one in which the stress exponent, n, is equal to 3 and another in which n is equal to 5. Both models resulted in a quasi-stationary stress state in which the principal stresses change only slightly with time while the von Mises effective stress and principal facet stress reach essentially constant values. The uniformity of this quasi-stationary stress state throughout the gage section indicates that it may be used to characterize the overall stresses driving creep deformation and damage. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep rupture. =650 \0$aPrimary creep. =650 \0$aCreep deformation. =650 \0$aShear stress state. =650 \0$aFinite element modeling. =650 \0$aMultiaxial stress states. =650 \0$aMaterials$xCreep. =650 \0$aDeformation. =650 14$aCreep deformation. =650 24$aShear stress state. =650 24$aCreep rupture. =650 24$aMultiaxial stress states. =650 24$aFinite element modeling. =650 24$aPrimary creep. =700 1\$aEarthman, JC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 22, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1994$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12643J.htm =LDR 02955nab a2200517 i 4500 =001 JTE11452 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11452$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11452$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1185 =082 04$a671.5/3$223 =100 1\$aAstakhov, VP.,$eauthor. =245 13$aAn Application of the Random Balance Method in Conjunction with the Plackett-Burman Screening Design in Metal Cutting Tests /$cVP. Astakhov. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThis papers deals with an experimental study of metal cutting, particularly gundrilling. It argues that a proper experimental methodology based on the design of experiments (DOE) is an appropriate instrument to improve productivity and efficiency of machining. A screening DOE based on the random balance method and the Plackett-Burman screening design is considered. Such a DOE is referred to as a sieve design. The proposed method has proven to be very useful at the first stage of an experimental study of complex parameters as, for example, tool life testing, where the experimentalist wishes to include into consideration many design and process parameters. Conducting a relatively simple sieve DOE, the experimentalist easily can distinguish significant factors and their interactions of any order to be used in the subsequent full block DOE. A practical example of an application using the proposed DOE, a tool life test of gundrills, is considered in detail. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGundrilling. =650 \0$aPlackett-Burman. =650 \0$aCutting tool life. =650 \0$aDesign of experiments. =650 \0$aRandom balance method. =650 \0$aMetalcutting. =650 14$aDesign of experiments. =650 24$aPlackett-Burman. =650 24$aRandom balance method. =650 24$aCutting tool life. =650 24$aGundrilling. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11452.htm =LDR 02861nab a2200553 i 4500 =001 JTE11269 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11269$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11269$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD426 =082 04$a628.5/5$223 =100 1\$aYeheskel, O.,$eauthor. =245 10$aNondestructive Evaluation of the Dynamic Elastic Moduli of Porous Iron Compacts /$cO. Yeheskel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b45 =520 3\$aThe effect of cold compaction and sintering of spherical iron powder on the dynamic elastic moduli of the partially densified material was studied. It was found that the elastic moduli of porous iron depend not only on density but also on the processing route that is followed. It was argued and demonstrated that the longitudinal sound velocity is more appropriate than density, as a parameter for quantitative nondestructive evaluation of the elastic moduli of porous iron. A general form of the dependence between the normalized elastic modulus M* and the normalized longitudinal sound wave velocity VL* was put forward: M* ?(?VL*3 + ?VL*2) C (v), where ? and ? are constants and C (v) is a function of the Poisson's ratio. This dependence was verified for the normalized bulk and shear moduli of porous iron compacts with data points from the literature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPorosity. =650 \0$aPorous iron. =650 \0$aSound velocity. =650 \0$aElastic modulus. =650 \0$aNondestructive evaluation. =650 \0$aTransport theory. =650 \0$aWater$xAnalysis. =650 \0$aSorption. =650 14$aIron. =650 24$aElastic modulus. =650 24$aSound velocity. =650 24$aPorosity. =650 24$aNondestructive evaluation. =650 24$aPorous iron. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11269.htm =LDR 02987nab a2200553 i 4500 =001 JTE11627 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11627$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11627$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a620.1/123$223 =100 1\$aMontay, G.,$eauthor. =245 10$aDetermining Residual Stress in Spherical Components :$bA New Application of the Hole-Drilling Method /$cG. Montay, A. Cherouat, C. Garnier, J. Lu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe semidestructive hole-drilling technique for measuring in-depth residual stress is well established for plane components. The strain-stress relationship requires calibration coefficients that can be determined either experimentally or numerically. Experimental determination of the calibration coefficient is very costly compared with numerical determination. Also, experimental determination cannot take into account the new stress distribution between two subsequent drillings. This is why the numerical solution was chosen to determine the calibration coefficients for spherical components in this study. We used the technique on a steering joint and compared the residual stress results obtained for a plane and a spherical structure. The error is discussed. This new development is also applicable on a hip prosthesis and other spherical shape components. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aResidual stress. =650 \0$aSpherical shape. =650 \0$aStrain gage rosette. =650 \0$aHole-drilling method. =650 \0$aFinite-element analysis. =650 \0$aResidual stresses. =650 14$aResidual stress. =650 24$aHole-drilling method. =650 24$aSpherical shape. =650 24$aStrain gage rosette. =650 24$aFinite-element analysis. =700 1\$aCherouat, A.,$eauthor. =700 1\$aGarnier, C.,$eauthor. =700 1\$aLu, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11627.htm =LDR 03202nab a2200565 i 4500 =001 JTE11853 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11853$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11853$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aMakabe, Chobin,$eauthor. =245 10$aDetecting Overload from Strain Information during Fatigue Crack Propagation under Negative Stress Ratio /$cChobin Makabe, Anindito Purnowidodo, Toshiyasu Sueyoshi, Takao Utsunomiya. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aIn the present study, a detection method of an overload application during stress cycles under constant amplitude was investigated. Also, the effect of the tensile overload was shown at three stress ratios: R = 0, -1, and -1.5, to understand the effects of R on crack propagation after an overload. At the baseline of R = 0, after the overload, retardation in the crack propagation was observed, and the crack growth rate decreased. However, in the case of R = -1.5, the fatigue crack growth rate actually accelerated after the tensile overload. The detection of that crack propagation behavior was attempted through the information of the strain waveform h; h = ?y + 1.2?x, where ?x and ?y are the local strains at the specimen axis, and ? is the strain range ratio ??y/??x. The waveform shape of h was changed after the overloading. Also, the application of the overload could be detected by the variation of the strain range ratio ?. Especially, the present method is useful for cases of the crack propagation stage under negative R conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOverload. =650 \0$aStress ratio. =650 \0$aStrain waveform. =650 \0$aCrack propagation. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFatigue. =650 24$aCrack propagation. =650 24$aOverload. =650 24$aStress ratio. =650 24$aStrain waveform. =700 1\$aPurnowidodo, Anindito,$eauthor. =700 1\$aSueyoshi, Toshiyasu,$eauthor. =700 1\$aUtsunomiya, Takao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11853.htm =LDR 03116nab a2200529 i 4500 =001 JTE11888 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11888$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11888$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD195.P26 =082 04$a688.8$223 =100 1\$aChonhenchob, V.,$eauthor. =245 10$aTesting and Comparison of Various Packages for Mango Distribution /$cV. Chonhenchob, SP. Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aVarious packages (corrugated box, plastic crate, and bamboo basket) used for mango distribution were evaluated for their protective performance. After subject to packaging and transportation, the quality of mangoes (bruise incidence, bruise volume, weight loss, firmness, color, ethylene production, and respiration rates) was determined. Different cushioning methods (foam net and paper wrap) were also evaluated for their effectiveness in protecting the fruits from mechanical damage during distribution. All types of cushioning materials tested reduced the amount of bruising. Corrugated box with foam net provided the best protection as compared to all other types of packaging tested. Mangoes packaged in bamboo baskets showed the highest mechanical damage and weight loss. Bruise volume during storage is highly correlated with bruise incidence after transportation and can be used to classify the market value of mangoes. Economic comparison of various packaging systems was also studied. The information from this study can be used for selecting proper packaging to reduce mechanical damage of mangoes and other sensitive tropical fruits during distribution. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMangoes. =650 \0$aTesting. =650 \0$aPackaging. =650 \0$aTransportation. =650 \0$aTropical fruits. =650 \0$aPackage goods industry$xEnvironmental aspects. =650 14$aPackaging. =650 24$aTesting. =650 24$aMangoes. =650 24$aTransportation. =650 24$aTropical fruits. =700 1\$aSingh, SP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11888.htm =LDR 03349nab a2200553 i 4500 =001 JTE12185J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12185J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12185J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA413.5 =082 04$a620.1/123/028$223 =100 1\$aJohan Singh, P.,$eauthor. =245 10$aMonitoring Fatigue Crack Initiation and Propagation in Cruciform Joints Using Resistance-Type Gages /$cP. Johan Singh, G. Thomas, B. Guha, DRG Achar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThe monitoring of fatigue crack initiation and propagation in cruciform joints is very complex and time consuming. The amount of technical information generated by a single fatigue test can vary from a terse noting of the cycles to the point till the specimen breaks, to a continuous observation of crack lengths. A wide variety of experimental methods are available to study the changes in bulk properties taking place in a test specimen (with simple geometry) while it is subjected to alternating stresses. However, in many fatigue test situations (for instance, in cruciform joints), it is very difficult to monitor the changes due to multiple possible crack initiation points. In this paper, a method has been developed to monitor the crack initiation for cruciform joints with different geometry by resistance-type strain gages. Also, the application of a relatively new, thin-film bondable transducer, commercially available under the name 'crack propagation gage,' was evaluated for fatigue crack propagation tests for cruciform joints at room temperature. Additionally, the strain gage and the crack propagation gage instrumentation system can be used for direct test machine control, permitting completely automated fatigue crack growth testing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrain gages. =650 \0$aFatigue crack. =650 \0$aCruciform joints. =650 \0$aCrack propagation gages. =650 \0$astrain gage. =650 \0$aExtensometer. =650 \0$aGages. =650 14$aCruciform joints. =650 24$aFatigue crack. =650 24$aStrain gages. =650 24$aCrack propagation gages. =700 1\$aThomas, G.,$eauthor. =700 1\$aGuha, B.,$eauthor. =700 1\$aAchar, DRG,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12185J.htm =LDR 03646nab a2200541 i 4500 =001 JTE12186J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12186J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12186J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS283 =082 04$a681/.760410288$223 =100 1\$aTsung, Tsing-Tshih,$eauthor. =245 10$aStudy of Frequency Response of Control Components in a Pneumatic System /$cTsing-Tshih Tsung, Ho. Chang, Liang-Chia Chen, Jia-Lin Wu, Lee-Long Han. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe study explores the frequency response characteristics of the control components in a pneumatic system, while developing a set of the most effective measurement methods and equipment that provides the closest dynamic characteristics of the pneumatic system. First, the study inputs square pressure wave signals, which have various frequencies and are generated by directional control valves, into the pneumatic system, which is comprised of an electromagnetic valve, pneumatic pipes, and pressure sensors. In addition, the study discusses the influences of the aforementioned electromagnetic valve, pneumatic pipes, and pressure sensors on the frequency responses of the pneumatic system through the analyses of outputted pressure signals. Next, the study replaces the electromagnetic valve with the square pressure wave generator developed in the study that emits pressure square waves with frequencies up to 500 Hz to be inputted into premeasured pressure sensors in the pneumatic system for testing the dynamic characteristics of the pressure sensors at high frequencies. The study proposes applying square pressure waves to the dynamic property analyses of pneumatic components, i.e., inputs square pressure waves into premeasured pressure sensors through the excitement method to the pressure sensor and utilizes spectrum analysis for analyzing the outputted voltage signals. The experimental results can be provided for designers of pneumatic systems as references for selecting components and rectifying the system properties. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPneumatic pipe. =650 \0$aPneumatic system. =650 \0$aFrequency response. =650 \0$aPressure Vessels. =650 \0$aFilament winding. =650 14$aPneumatic system. =650 24$aSquare pressure wave generator. =650 24$aFrequency response. =650 24$aPneumatic pipe. =700 1\$aChang, Ho.,$eauthor. =700 1\$aChen, Liang-Chia,$eauthor. =700 1\$aWu, Jia-Lin,$eauthor. =700 1\$aHan, Lee-Long,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12186J.htm =LDR 03078nab a2200505 i 4500 =001 JTE10852 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10852$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10852$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTX541 =082 04$a641.3/1$223 =100 1\$aCßelik, ON.,$eauthor. =245 10$aPorosity of Asphalt Concrete Made With Waste Shredded-Tire Rubber-Modified Binders /$cON. Cßelik. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aMost bituminous paving researchers agree that high air void content (high permeability) should be avoided in the design and construction of bituminous pavements. Void content in bituminous mixtures is one of the main approaches in determining the optimum binder content. The current design procedures and the Leeds design method provide an approach to determination of the air voids in bituminous mixtures. Because the determination of porosity in bituminous mixtures is based on a calculated value, which is dependent on the accuracy of the mix composition, it is difficult to use porosity as a crucial parameter for acceptance of constructed bituminous pavements. In fact, porosity measurements are often the source of dispute and disagreement between contractor and engineer. For this reason, it is important to develop methods for the direct measurement of porosity in the laboratory so that verification in the field can be made independent of the compaction of the mix. This paper introduces a new porosity measuring procedure based on the Leeds vacuum porosity meter and presents the results obtained from this apparatus for asphalt concrete made with shredded-rubber modified binder. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAir voids. =650 \0$aAsphalt concrete. =650 \0$aRubber-modified binders. =650 \0$aPorosity. =650 \0$aFood$xAnalysis. =650 \0$aFood$xComposition. =650 14$aAir voids. =650 24$aPorosity. =650 24$aRubber-modified binders. =650 24$aAsphalt concrete. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10852.htm =LDR 03092nab a2200541 i 4500 =001 JTE10861 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10861$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10861$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTF250 =082 04$a625.14$223 =100 1\$aStroup-Gardiner, M.,$eauthor. =245 10$aEvaluation of Hot Mix Asphalt Macro- and Microtexture /$cM. Stroup-Gardiner, J. Studdard, C. Wagner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aPavement macrotexture is considered the primary factor in skid resistance at speeds over 65 km/h (40 mph). A total of 18 projects (9 Superpave and 9 Marshall mix designs) were evaluated to determine if the macrotexture of the pavement surface was influenced by gradation changes associated with the move to Superpave mix designs. The Federal Highway Administration ROSAN high-frequency laser system was used to measure macrotexture. Changes in microtexture, also a factor in skid resistance, were evaluated using a British Pendulum (BP) tester to determine the BP numbers of laboratory-compacted samples. Results indicated that the macrotexture did not change as a result of changes in mix design practices. The nominal maximum size of aggregate seemed to be the key factor in change in pavement surface macrotexture. Mixes, either Superpave or Marshall, with a nominal maximum size 9.5 mm or 12.5 mm have macrotextures of less than 0.5 mm. Based on information in the literature, the skid resistance for these Alabama pavements was estimated at 40 or higher. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMacrotexture. =650 \0$aHot mix asphalt. =650 \0$aSkid resistance. =650 \0$aAsphalt pavement. =650 \0$aAsphaltpavement. =650 \0$aRailroad tracks$xFoundations. =650 14$aMacrotexture. =650 24$aSkid resistance. =650 24$aAsphalt pavement. =650 24$aHot mix asphalt. =650 24$aLaser texture determination. =700 1\$aStuddard, J.,$eauthor. =700 1\$aWagner, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10861.htm =LDR 02825nab a2200553 i 4500 =001 JTE12184J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12184J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12184J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.2 =082 04$a620.1/1232$223 =100 1\$aHilton, HH.,$eauthor. =245 10$aInverse Equivalent Elastic and Viscoelastic Loading Problems-Analytical and Computational Simulations of Experiments /$cHH. Hilton. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aAnalytical protocols are presented for the determination of experimentally realizable relatively "simple" loading functions, consisting of concentrated loads that mimic actual quasistatic and/or dynamic more complicated loadings, to produce similar nearly equal equivalent deflection patterns. These computational simulations in essence represent a series of virtual experiments. Two protocols are formulated for the determination of equivalent loads. The first consists of "lumped loads" and in the second, Galerkin's method is used to determine the system of equivalent concentrated loads. The accuracy of the protocol is examined and shown that the simulation error can be made negligible with a manageable finite number of equivalent concentrated loads. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBeams. =650 \0$aPlates. =650 \0$aViscoelasticity. =650 \0$aVirtual experiments. =650 \0$aInverse loading problems. =650 \0$aComputational simulations. =650 \0$aElasticity. =650 14$aBeams. =650 24$aComputational simulations. =650 24$aElasticity. =650 24$aInverse loading problems. =650 24$aPlates. =650 24$aVirtual experiments. =650 24$aViscoelasticity. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12184J.htm =LDR 02791nab a2200565 i 4500 =001 JTE11884 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11884$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11884$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS627.P55 =082 04$a631.4/52$223 =100 1\$aRohini, K.,$eauthor. =245 10$aMethodology for Determination of Electrical Properties of Soils /$cK. Rohini, DN. Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b32 =520 3\$aEfforts were made to determine electrical resistivity, capacitance, and dielectric constant of the soil mass, by conducting experiments on silty soil and white clay samples, compacted at various dry densities, water contents, and saturations. To achieve this an impedance cell and a time-domain reflectometry probe were used. Based on the study, relationships between resistivity and capacitance, with respect to saturation, dry density, and water content are developed, and the dielectric constant of the soil mass is determined. These results exhibit an excellent match with results reported in the literature. The study demonstrates the utility of the developed methodology for determining electrical properties of soils, easily and rapidly. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSilty soil. =650 \0$aWhite clay. =650 \0$aCapacitance. =650 \0$aImpedance cell. =650 \0$aDielectric constant. =650 \0$aElectrical resistivity. =650 \0$aSoil. =650 14$aSilty soil. =650 24$aWhite clay. =650 24$aElectrical resistivity. =650 24$aCapacitance. =650 24$aDielectric constant. =650 24$aImpedance cell. =650 24$aTime-domain reflectometry. =700 1\$aSingh, DN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11884.htm =LDR 03523nab a2200541 i 4500 =001 JTE20150024 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1603-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150024$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aCao, W.,$eauthor. =245 10$aRutting-Resistance Performance of SBS and Anti-Rutting Additive Composite-Modified Asphalt-Concrete Mixtures /$cW. Cao, S. Liu, Y. Li, Z. Xue. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aTo improve the rutting resistance of the middle hot-mix asphalt (HMA) surface layer, composite modification of asphalt-concrete (AC) mixture by styrene-butadiene-styrene (SBS) and anti-rutting additive (ARA) was studied. First, the wheel-tracking test, bending test, and indirect tensile test were conducted to evaluate the effect of three dosages of ARA on the high-temperature performance, low-temperature performance, and moisture susceptibility of SBS-modified AC mixture and the optimum dosage of ARA was determined. Then the high-temperature rutting-resistance performance of composite-modified AC mixtures was studied through the dynamic modulus test and uniaxial creep test. The results showed that the high-temperature performance of composite-modified AC mixture was significantly improved, but the low-temperature performance and moisture susceptibility were slightly declined compared to the control mixture (SBS-modified AC mixture without ARA). The values of E*/sin? of composite-modified AC mixture were larger than those of the control mixture at various test temperatures and loading frequencies. The values of permanent deformation and creep rate of composite-modified AC mixtures were smaller than those of the control mixture. In conclusion, composite-modified AC mixture has excellent high-temperature stability. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRutting resistance. =650 \0$aComposite modification. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aAnti-rutting additive (ARA) =650 24$aSBS. =650 24$aComposite modification. =650 24$aAsphalt-concrete (AC) mixture. =650 24$aHigh-temperature performance. =650 24$aRutting resistance. =700 1\$aLiu, S.,$eauthor. =700 1\$aLi, Y.,$eauthor. =700 1\$aXue, Z.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 2 Special Issue on Emerging Asphalt Pavement in China: Design, Construction, Evaluation, and Recycling.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150024.htm =LDR 04248nab a2200565 i 4500 =001 JTE20150235 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1603-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150235$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aCao, P.,$eauthor. =245 10$aTire-Pavement Contact Stress With 3D Finite-Element Model-Part 2 :$bAll-Steel Tire on Heavy Vehicles /$cP. Cao, D. Feng, F. Jin, X. Fan, C. Zhou. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aHeavy vehicles increase on highways in China year by year. Heavy loads are among the most important factors causing pavement distresses. The distribution of contact stresses between tires and pavement surface greatly influences the initiation and propagation of pavement distresses, especially for the top-down cracking. Therefore, to accurately and precisely describe pavement responses, the distribution of contact stresses should be first investigated thoroughly. This study focuses on simulating the contact stresses between all-steel tires on heavy vehicles and the pavement surface. A 3D finite-element model was proposed and used to simulate the distribution of contact stresses in different conditions of tires, including standstill, free rolling, accelerating rolling, and decelerating rolling conditions. This model was validated by previous study of the authors. There were three loading levels used in this study, including 20 kN, 40 kN, and 60 kN. In the standstill condition, the maximum pressures on pavement surface were simulated as 1.2 MPa, 1.2 MPa, and 2.4 MPa in 20 kN, 40 kN, and 60 kN loading levels, respectively, which were much higher than 0.7 MPa, the standard contact pressure in pavement design specification in China. An interesting phenomenon was observed that when the load passed a certain value, the width of contact area kept constant, whereas the length of contact area was prolonged. And the length of the contact area prolonged linearly with the increase of load. Based on this phenomenon, the Hertz contact theory was applied to simplify the traditional 3D finite-element model. In the simplified model, the complicated 3D all-steel tire was simplified to an equivalent medium. The 3D finite-element model and the simplified model were compared with the analytic method. This indicates that the simplified model can simulate the contact stress of all-steel tires closely to the analytic results (no more than 10 % difference) and greatly improves the calculation efficiency. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAll-steel tire. =650 \0$aContact stress. =650 \0$aAsphalt pavement. =650 \0$aHertz contact theory. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aAsphalt pavement. =650 24$aAll-steel tire. =650 24$aContact stress. =650 24$aHertz contact theory. =650 24$a3D finite-element model. =700 1\$aFeng, D.,$eauthor. =700 1\$aJin, F.,$eauthor. =700 1\$aFan, X.,$eauthor. =700 1\$aZhou, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 2 Special Issue on Emerging Asphalt Pavement in China: Design, Construction, Evaluation, and Recycling.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150235.htm =LDR 03374nab a2200529 i 4500 =001 JTE20150317 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1603-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150317$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7887.7 =082 04$a686.22544$223 =100 1\$aMoylan, Shawn,$eauthor. =245 10$aRecommended Protocol for Round-Robin Studies in Additive Manufacturing /$cShawn Moylan, Christopher U. Brown, John Slotwinski. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aOne way to improve confidence and encourage proliferation of additive manufacturing (AM) technologies and parts is by generating more high-quality data describing the performance of AM processes and parts. Many in the AM community see round-robin studies as a way to generate large data sets while distributing the cost among the participants, thereby reducing the cost to individual users. The National Institute of Standards and Technology (NIST) has conducted and participated in several of these AM round-robin studies. Whereas the results of these studies are interesting and informative, many of the lessons learned in conducting these studies concern the logistics and methods of the study and unique issues presented by AM. Existing standards for conducting interlaboratory studies of measurement methods, along with NIST's experience, form the basis for recommended protocols for conducting AM round-robin studies. The role of round-robin studies in AM qualification, some of the limitations of round-robin studies, and the potential benefit of less formal collaborative experiments where multiple factors, AM machine being only one, are varied simultaneously are also discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRound robin. =650 \0$aInterlaboratory study. =650 \0$aAdditive manufacturing. =650 \0$aImage processing$xDigital techniques. =650 \0$aDigital printing. =650 14$aAdditive manufacturing. =650 24$a3D printing. =650 24$aRound robin. =650 24$aInterlaboratory study. =650 24$aQualification and certification. =700 1\$aBrown, Christopher U.,$eauthor. =700 1\$aSlotwinski, John,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 2 Special Issue on Emerging Asphalt Pavement in China: Design, Construction, Evaluation, and Recycling.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150317.htm =LDR 03736nab a2200565 i 4500 =001 JTE20150122 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1603-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150122$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aKim, Seong-Kyum,$eauthor. =245 10$aPerformance Evaluation of Lightweight Pavement via Geo-Centrifuge Tests /$cSeong-Kyum Kim, Kwan-Ho Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aAsphalt pavements on soft soils are very common in many parts of Korea. These result in long periods of soft soil treatment, increased treatment costs, residual settlement of asphalt pavements, increased maintenance costs, and so forth. To overcome these problems, a new asphalt pavement system was studied, featuring a permeable asphalt surface, lightweight base concrete, and pile foundations. The first objective of the study was to evaluate the mix design properties of the permeable asphalt pavement, such as the Marshall stability, flow, air voids, and elastic modulus. The second objective of the study was to evaluate the mixing ratio of water, cement, sand, and the bubble foaming agent, as well as the compressible and flexural strength. The third objective of the study was to determine the number of pile foundations and the spacing of each pile. To verify the performance of lightweight pavement systems on soft soil, geo-centrifuge tests were conducted. The 1/30 reduced lightweight pavement system model was used, and a maximum 30 g of accelerated loading was applied to the pavement system. The kaolinite was used to simulate the highly soft soils at ocean or riverside areas. The settlement of the pavement system and the stress-strain relationship and load-displacement of the pile foundations were determined. From our limited study, the use of lightweight pavement systems on soft soils could be an alternative construction method on soft soils to reduce the challenges of conventional design and constructions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPerformance. =650 \0$aPile foundation. =650 \0$aAsphalt pavement. =650 \0$aGeo-centrifuge test. =650 \0$aFoamed concrete base. =650 \0$aLightweight pavement. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aAsphalt pavement. =650 24$aFoamed concrete base. =650 24$aGeo-centrifuge test. =650 24$aLightweight pavement. =650 24$aPerformance. =650 24$aPile foundation. =700 1\$aLee, Kwan-Ho,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 2 Special Issue on Emerging Asphalt Pavement in China: Design, Construction, Evaluation, and Recycling.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150122.htm =LDR 04069nab a2200565 i 4500 =001 JTE20140423 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1603-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140423$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1 =082 04$a620.6$223 =100 1\$aThoms, A. W.,$eauthor. =245 10$aExploring Relationships in Surface-Hardness Data Collected With Different Instruments /$cA. W. Thoms, J. T. Brosnan, J. C. Sorochan, A. M. Saxton. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aTwo instruments are used to measure impact attenuation on athletic field playing surfaces: the F355 Apparatus A (F355) and the Clegg Impact Soil Tester (CIST). Although both devices use weighted missiles equipped with accelerometers to measure impact attenuation, Gmax, little information is available in the peer-reviewed scientific literature comparing data collected with these devices on natural and synthetic turf athletic field playing surfaces. A 2-year field study was conducted at the University of Tennessee Center for Athletic Field Safety in 2012 and 2013 to determine whether data collected with a CIST could be used to predict values with the F355. Ten different synthetic turf and four natural turfgrass surfaces constructed over four root zone types were subjected to 30 simulated traffic events at two rates (three events wk-1 and 10 events wk-1). Three impact attenuation samples were collected with both devices on all surfaces for each rate of simulated traffic. Two regression analyses were conducted: one using all 252 data points collected annually and a second that incorporated blocking to account for within surface sampling. In both years, associations between impact attenuation data collected with the CIST and the F355 were weak. CIST values only explained 9 % of the variability in F355 data in 2012 (R2 = 0.09) and 24 % in 2013 (R2 = 0.24). When accounting for surface sampling, CIST values only explained 46 % of the variability in F355 data in 2012 (R2 = 0.46) and 56 % in 2013 (R2 = 0.56). Residuals around these best-fit regression lines were ±25 Gmax, indicating that the CIST cannot accurately predict impact attenuation values with the F355 within this range. Future research should continue to explore relationships between the F355 and CIST across diverse playing surface types and environments. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInjury. =650 \0$aSynthetic turf. =650 \0$aBermudagrass, concussion. =650 \0$aClegg Impact Soil Tester. =650 \0$aLaboratory tests. =650 \0$aSoil tests. =650 \0$aSoils. =650 14$aBermudagrass, concussion. =650 24$aClegg Impact Soil Tester. =650 24$aF355. =650 24$aInjury. =650 24$aSynthetic turf. =700 1\$aBrosnan, J. T.,$eauthor. =700 1\$aSorochan, J. C.,$eauthor. =700 1\$aSaxton, A. M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 2 Special Issue on Emerging Asphalt Pavement in China: Design, Construction, Evaluation, and Recycling.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140423.htm =LDR 03445nab a2200517 i 4500 =001 JTE20150165 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1603-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150165$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aGu, Xingyu,$eauthor. =245 10$aTest and Evaluation for Bonding Property Between GFRP and Concrete /$cXingyu Gu, Yiqing Dai, Jiwang Jiang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aGlass fiber reinforced polymer (GFRP) composite is applied widely in continuously reinforced concrete pavement (CRCP) because of its prominent advantages in properties and cost compared with conventional steel materials. This paper investigated influences of concrete strength, embedded depth, surface form, and diameter of bars on the GFRP-concrete bond performance by a series of pull-out tests. A finite element model was built to simulate the whole pull-out process. The test results showed that, within a certain range, rib depth has a positive effect on both slip control and stress improvement. Smaller rib spacing had a positive effect on controlling the slip displacement, but the diameter of bars and concrete strength had a negligible impact on both the bond strength and slip displacement. The developed finite element model (FEM) could provide similar results as the pull-out tests, and the model also demonstrated a distinct peak value in a shear stress cloud chart. Meanwhile, in order to analyze the effect of embedded depth on bond strength, a normal distribution model was utilized to fit the shear stress distribution. The analysis results retrieved from the normal distribution model, with an extreme small relative error less than 4 %, were more in line with the experimental results than the traditional average distribution model. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPull-out test. =650 \0$aNormal distribution. =650 \0$aFinite element method. =650 \0$afinite element analysis. =650 \0$aStructural analysis (Engineering) =650 14$aGFRP. =650 24$aPull-out test. =650 24$aFinite element method. =650 24$aNormal distribution. =700 1\$aDai, Yiqing,$eauthor. =700 1\$aJiang, Jiwang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 2 Special Issue on Emerging Asphalt Pavement in China: Design, Construction, Evaluation, and Recycling.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150165.htm =LDR 03560nab a2200565 i 4500 =001 JTE20150106 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1603-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150106$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aDu, Yinfei,$eauthor. =245 10$aInhibition and Removal of Thin Ice on the Surface of Asphalt Pavements by Hydrophobic Method /$cYinfei Du, Fujian Li, Shengyue Wang, Xiang Zhu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aIn order to reduce the surface adhesion of thin ice and asphalt pavements and remove the ice easily via vehicle rolling, an organic silicon rubber coating was prepared and successfully used to achieve a highly hydrophobic surface on asphalt pavement. Indoor and outdoor tests showed that the coating could reach more than 90° of contact angle, displaying an excellent hydrophobic property. Ice-breaking test indicated that, under a small strike, the coating could make the thin ice split in a radial crack way. Under repeated strikes, these cracks extended and linked to each other. An outdoor ice-removing test also verified that the ice growing on the coated asphalt pavements became loose, and was easy to separate from the pavement surface after vehicle rolling. Besides, since some of the coating was left within the texture of the pavement, asphalt pavement could keep high hydropobicity for a long time. This was confirmed by the high contact angle after spraying the coating for 12 months and the low wettability after spraying the coating for 20 months. Since the coating belongs to a conventional rubber structure, it had a limited effect on the skid resistance of asphalt pavement. Due to the potentials in removing ice from asphalt pavement, it is expected to provide an environmental method for removing ice by using the high hydrophobicity of the coating. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCoating. =650 \0$aAdhesion. =650 \0$aIce removal. =650 \0$aHydrophobicity. =650 \0$aAsphalt pavement. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aAsphalt pavement. =650 24$aIce removal. =650 24$aCoating. =650 24$aHydrophobicity. =650 24$aAdhesion. =700 1\$aLi, Fujian,$eauthor. =700 1\$aWang, Shengyue,$eauthor. =700 1\$aZhu, Xiang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 2 Special Issue on Emerging Asphalt Pavement in China: Design, Construction, Evaluation, and Recycling.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150106.htm =LDR 03829nab a2200589 i 4500 =001 JTE20150128 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1603-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150128$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aYi, Junyan,$eauthor. =245 10$aEffect of Testing Conditions on Laboratory Moisture Test for Asphalt Mixtures /$cJunyan Yi, Shihui Shen, Dongsheng Wang, Decheng Feng, Yudong Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aMoisture damage is one of the major causes of premature failure in asphalt pavements, and it also accelerates the severity of other distresses. To date, no moisture test has been widely accepted that is reliable and practical in predicting the field moisture performance of the asphalt mix during the design stage. One reason is because the sample conditioning methods cannot represent the field conditions, resulting in inconsistent results with the field performance of some mixtures. Taken into account this concern, this paper investigates how different testing conditions, including sample preparation, moisture saturation, and loading methods, can affect the results of laboratory moisture tests. In conclusion, it is found that the degree of vacuum pressure for achieving moisture saturation and air voids distribution has a significant impact on the moisture testing results. Multiple freeze-thaw cycles have a limited effect on the variation of mechanical performance (i.e., compressive dynamic modulus). If one or several freeze-thaw cycles are to be used in a moisture test, the effect of aging should be considered. It is recommended that a sample without coring and cutting should be used for a moisture test as the coring and cutting process is found to change the air voids distribution, i.e., the percent of connected air voids, thus making the sample not representative to the field condition. Finally, the moisture test results are more sensitive under tension mode than under compression mode. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAging. =650 \0$aMoisture. =650 \0$aAsphalt mixtures. =650 \0$aFreeze-thaw cycles. =650 \0$aIndirect dynamic modulus. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aMoisture. =650 24$aAsphalt mixtures. =650 24$aFreeze-thaw cycles. =650 24$aCompressive dynamic modulus. =650 24$aIndirect dynamic modulus. =650 24$aAging. =700 1\$aShen, Shihui,$eauthor. =700 1\$aWang, Dongsheng,$eauthor. =700 1\$aFeng, Decheng,$eauthor. =700 1\$aHuang, Yudong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 2 Special Issue on Emerging Asphalt Pavement in China: Design, Construction, Evaluation, and Recycling.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150128.htm =LDR 04003nab a2200589 i 4500 =001 JTE20150234 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1603-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150234$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aCao, P.,$eauthor. =245 10$aTire-Pavement Contact Stress with 3D Finite-Element Model-Part 1 :$bSemi-Steel Radial Tires on Light Vehicles /$cP. Cao, C. Zhou, F. Jin, D. Feng, X. Fan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aVehicles pass their loads through tires onto pavements. Traditionally, the vertical contact pressure is assumed to uniformly distribute in a rectangle or circular area, whereas the shear contact pressure is ignored in pavement design. Experiments have demonstrated that the interaction between the tire and the pavement surface is very complicated. The contact area is not a regular shape and the distribution of contact pressure is not uniform. However, experimental approaches to measure contact pressure are usually time and energy consuming, whereas the results are subject to errors introduced by measurement sensors. On the other hand, numerical simulation can describe the interaction between tire and pavement surface under all circumstances, such as various driving conditions, different tread types, and so on. In this paper, a three-dimensional finite-element model for tires was developed. The model was validated by the static test data. Then the interactions of different tires with pavement were analyzed, including the vertical and shear contact-pressure distributions on tires and on pavement surfaces. The influences of pavement friction and load level on the contact-pressure distributions of tires and pavement were investigated as well. It was found that vertical and shear contact pressures on tires and pavement were quite different when the type of tire or the friction changed. The contact-pressure distribution was found not uniform and the shape of contact area changed as the load level varied. The complicated interactions between different tires and pavement indicate that sophisticated tire models are necessary to obtain more accurate pavement responses. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInteraction. =650 \0$aAsphalt pavement. =650 \0$aContact pressure. =650 \0$aSmooth-tread tire. =650 \0$aSemi-steel radial tire. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$a3D finite-element model. =650 24$aAsphalt pavement. =650 24$aSmooth-tread tire. =650 24$aSemi-steel radial tire. =650 24$aInteraction. =650 24$aContact pressure. =700 1\$aZhou, C.,$eauthor. =700 1\$aJin, F.,$eauthor. =700 1\$aFeng, D.,$eauthor. =700 1\$aFan, X.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 2 Special Issue on Emerging Asphalt Pavement in China: Design, Construction, Evaluation, and Recycling.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150234.htm =LDR 02847nab a2200517 i 4500 =001 JTE20150255 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1603-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150255$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aChen, Xianhua,$eauthor. =245 10$aDynamic Attributions of Pavement Unevenness by Full-Vehicle Model Simulation /$cXianhua Chen, Rongrong Ma, Jun Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe paper reported a full-vehicle simulation to investigate the dynamic attribution of pavement unevenness during the vehicle-road dynamic interaction process by full-vehicle model simulation. Artificial road profiles generated by the inverse Fourier transform (iFFT) approach in Matlab were imported to CarSim/TruckSim by Simulink. Three full vehicle models of a car, bus, and truck were simulated under five constant operation speed. The effects of roughness level and operation speed on acceleration and dynamic tire loading have been analyzed. This paper showed how the riding comfort and dynamic loading coefficient change over the pavement surface degradation, which could be used to assess and maintaining the road pavement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDynamic attribution. =650 \0$aFull-vehicle models. =650 \0$aVehicle-road interaction. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aDynamic attribution. =650 24$aVehicle-road interaction. =650 24$aLongitudinal pavement unevenness. =650 24$aFull-vehicle models. =700 1\$aMa, Rongrong,$eauthor. =700 1\$aYang, Jun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 2 Special Issue on Emerging Asphalt Pavement in China: Design, Construction, Evaluation, and Recycling.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150255.htm =LDR 04027nab a2200529 i 4500 =001 JTE20150125 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1603-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150125$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aYu, Bin,$eauthor. =245 10$aPerformance Evaluation of Aged Asphalt Mix for Hot In-Place Recycling /$cBin Yu, Xingyu Gu, Lidong Zhang, Fujian Ni. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aDespite increasing application, limited knowledge is known of in situ and laboratory properties of asphalt mixes placed through hot in-place recycling (HIR). This study conducted a preliminary investigation to inspect the individual and joint effects of binder (aged or rejuvenated) and gradation (decayed or normal) on respective performance indicators. Three mixes were designed and the properties were determined, including mix A collected from aged asphalt pavement, mix B designed with the same gradation of mix A but using virgin materials, and mix C designed with the initial construction aggregate gradation of the aged pavement section using virgin materials. The experimental program was carried out at the binder/aggregate, mortar and mix levels. The binder property, aggregate quality, and gradation of mix A were changed compared to the initial design, and the proper dosage of rejuvenator is able to restore the binder properties largely except for ductility. Asphalt mortars of mixes A and B were prepared and submitted for repeated shear at constant height (RSCH) and frequency sweep at constant height (FSCH) tests and found that the former has a better rutting resistance in terms of the Gv (viscous component of creep stiffness) and complex shear modulus G*, whereas poorer low-temperature and fatigue performances in terms of the glassy modulus G*g and NP20. At the mix level, master curves of the three mixes were developed by dynamic modulus tests and revealed disparate viscoelastic properties, of which mix C is mostly desired. Binder aging and gradation decay work contradictorily, determining flow number test results so that mixes A and C have close and higher flow number values than mix B. Fatigue and low-temperature fracture properties were evaluated by semi-circular bending tests and indicated the poorest performance for mix A because of binder aging and gradation decay. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt mortar. =650 \0$aDynamic modules. =650 \0$aHot in-place recycling. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aHot in-place recycling. =650 24$aDynamic modules. =650 24$aAsphalt mortar. =650 24$aSemi-circular bending test. =700 1\$aGu, Xingyu,$eauthor. =700 1\$aZhang, Lidong,$eauthor. =700 1\$aNi, Fujian,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 2 Special Issue on Emerging Asphalt Pavement in China: Design, Construction, Evaluation, and Recycling.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150125.htm =LDR 03088nab a2200601 i 4500 =001 JTE20150320 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1603-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150320$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP968 =082 04$a668.3$223 =100 1\$aChirala, H. K.,$eauthor. =245 10$aEffect of Adhesion and Cohesion on Ductile Fracture in Cylindrical Upsetting Process /$cH. K. Chirala, M. J. Davidson, N. Cherukuri, P. S. Raju, G. S. Rao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aThe lubricants employed at the die/billet interface reduce the adhesion and improve the formability of the AA 2014-T6 billets by avoiding cracks. The friction factor obtained from the ring compression test for different lubricants was correlated with the hypothesis of ductile fracture based on void failures to examine the damage rate with the increasing strain. Mohr-Coulomb criterion was employed for observing the cohesive failure for different aluminum alloys. The fitting parameters in the Mohr-Coulomb criterion were varied to study the influence of the process parameters on the fracture strain. The hardness variation in the billets for different stress triaxialities and Lode parameters was also investigated by constitutive modeling of the hardness with the equivalent strain. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAdhesion. =650 \0$aCohesion. =650 \0$aUpsetting. =650 \0$aLode angle. =650 \0$aVoid models. =650 \0$aStress triaxiality. =650 \0$aAdhesives. =650 \0$aJoints (Engineering) =650 14$aUpsetting. =650 24$aStress triaxiality. =650 24$aLode angle. =650 24$aVoid models. =650 24$aAdhesion. =650 24$aCohesion. =700 1\$aDavidson, M. J.,$eauthor. =700 1\$aCherukuri, N.,$eauthor. =700 1\$aRaju, P. S.,$eauthor. =700 1\$aRao, G. S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 2 Special Issue on Emerging Asphalt Pavement in China: Design, Construction, Evaluation, and Recycling.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150320.htm =LDR 03311nab a2200553 i 4500 =001 JTE20150157 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1603-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150157$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aMa, T.,$eauthor. =245 10$aInfluences of Preheating Temperature of RAP on Properties of Hot-Mix Recycled Asphalt Mixture /$cT. Ma, X. Huang, Y. Zhao, Y. Zhang, H. Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThis study analyzed the agglomerate characteristics of reclaimed asphalt pavement (RAP) material and evaluated the influences of the preheating temperature of RAP on the properties of recycled asphalt mixture. Specific surface-area analysis was conducted to reveal the agglomerate characteristics of RAP. A triaxial shear test was conducted for RAP with different preheating conditions to evaluate the dispersion characteristics of RAP and its influences on RAP property. Freeze-thaw splitting test, wheel tracking test, and low-temperature bending-beam test were conducted to evaluate the influences by preheating temperature of RAP on the properties of recycled asphalt mixture. It is found that, because of the agglomerates of RAP, the specific surface area of RAP is much lower than that of real aggregates. Sufficient preheating of RAP can promote the dispersion of RAP by activating the flowability of aged asphalt in RAP. The properties of recycled asphalt mixture keep improving with the increase of the preheating temperature of RAP. There is a minimum-temperature limit for RAP preheating to guarantee the properties of recycled asphalt mixture. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aProperty. =650 \0$aPreheating. =650 \0$aAgglomerate. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aHot-mix recycled asphalt mixture. =650 24$aRAP. =650 24$aAgglomerate. =650 24$aPreheating. =650 24$aProperty. =700 1\$aHuang, X.,$eauthor. =700 1\$aZhao, Y.,$eauthor. =700 1\$aZhang, Y.,$eauthor. =700 1\$aWang, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 2 Special Issue on Emerging Asphalt Pavement in China: Design, Construction, Evaluation, and Recycling.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150157.htm =LDR 03493nab a2200529 i 4500 =001 JTE20150140 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1603-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150140$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aZhang, Jiupeng,$eauthor. =245 10$aEffect of Property Variations of Raw Materials on the Variability of Dynamic Moduli of Asphalt Mixtures /$cJiupeng Zhang, Dongliang Hu, Fenghua Yang, Jianzhong Pei, Ruiguo Lu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThis paper presents a research on the variability of dynamic modulus of asphalt mixtures because of the variations of raw materials by error propagation theory. The coefficient of variation of dynamic module, COVE, was derived from the ?-based predictive model and the variance propagation model. Then, the raw materials' properties related to the dynamic modulus of asphalt mixture were measured and collected, and the coefficients of variation (COV) were finalized and substituted into the COVE expression. The effects of variations of raw materials' properties on the variability of dynamic module were investigated, and the efficiencies and relative efficiencies of reducing materials variability on decreasing COVE were also calculated. It is found that Va makes the greatest contributions, followed by ?4.75 and Vbeff. At high temperature the contribution of viscosity is similar to that of Vbeff, but is negligible at low temperature. However, the contributions of others are very small in all conditions. Reducing COV of ?4.75 is with the most efficiency to decrease COVE and reducing COV of Va is with the most relative efficiency. Efficiency of reducing COV of binder viscosity varies greatly with the temperature and frequency, whereas reducing COV of other parameters are much less efficient. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aVariability. =650 \0$aDynamic modulus. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aVariability. =650 24$aCoefficients of variation. =650 24$aDynamic modulus. =650 24$aVariance propagation model. =700 1\$aHu, Dongliang,$eauthor. =700 1\$aYang, Fenghua,$eauthor. =700 1\$aPei, Jianzhong,$eauthor. =700 1\$aLu, Ruiguo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 2 Special Issue on Emerging Asphalt Pavement in China: Design, Construction, Evaluation, and Recycling.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150140.htm =LDR 03184nab a2200553 i 4500 =001 JTE20150236 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1603-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150236$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1/7765$223 =100 1\$aLiu, Xiu,$eauthor. =245 10$aInvestigation on the Bending Fatigue and Shear Failure in Steel Bridge Deck Pavement Systems /$cXiu Liu, Decheng Feng, Hao Tang, Changjun Zhou, Jianjun Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aBridge deck pavement layers are prone to bending fatigue and shear failure because of the continuous vibration, the vertical instant impact, and horizontal dynamic shear effect from vehicles onto the pavement system. To ensure the durability of pavement systems, a typical pavement system on a steel bridge was studied through numerical simulation and laboratory tests. The maximum tensile stress at the bottom layer and the maximum interlayer shear stress of bridge deck pavement were obtained under different loading conditions in numerical simulations. Then direct shear tests were conducted to study the fatigue characteristics of bridge deck pavement materials and structure. Finally, the fatigue resistance of the asphalt pavement system was investigated under the typical traffic level in the northeast of China. This study is helpful to design steel bridge deck pavement systems with good bending fatigue and shear resistance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShear failure. =650 \0$aBending fatigue. =650 \0$aLaboratory tests. =650 \0$aNumerical simulation. =650 \0$aShear (Mechanics) =650 14$aSteel bridge deck pavement system. =650 24$aBending fatigue. =650 24$aShear failure. =650 24$aNumerical simulation. =650 24$aLaboratory tests. =700 1\$aFeng, Decheng,$eauthor. =700 1\$aTang, Hao,$eauthor. =700 1\$aZhou, Changjun,$eauthor. =700 1\$aLi, Jianjun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 2 Special Issue on Emerging Asphalt Pavement in China: Design, Construction, Evaluation, and Recycling.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150236.htm =LDR 03294nab a2200625 i 4500 =001 JTE20150179 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1603-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150179$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA355 =082 04$a620.2$223 =100 1\$aMúcka, P.,$eauthor. =245 10$aProposal of Road Unevenness Classification Based on Road Elevation Spectrum Parameters /$cP. Múcka. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b52 =520 3\$aRoad classification of longitudinal road unevenness was proposed based on road elevation power spectral density (PSD). The proposal is based on two spectrum parameters (unevenness index and waviness): vehicle model vibration response, and vehicle velocity. A planar model of a personal car with 12 degrees-of-freedom (DOF) was used and four vertical vibration responses were considered. Ride comfort quantities in terms of the frequency-weighted acceleration on driver and passenger seats and ride safety/pavement dynamic load quantities as a dynamic load coefficient (DLC) on the front and rear axle were taken into account. A tire-enveloping model was used as representative of tire-road contact. This approach was compared with pure tire-road point contact and moving averaged profile. Data was obtained for 1600 real road sections and three different velocities. The results indicated marked differences in comparison with the road classification based on a constant waviness according to the ISO 8608 standard. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aClassification. =650 \0$aPower spectral density. =650 \0$aRide comfort. =650 \0$aRoad profile. =650 \0$aRoad unevenness. =650 \0$aVehicle. =650 \0$aVibration. =650 \0$aWavelength. =650 \0$aWaviness. =650 \0$aSound. =650 \0$aStructural dynamics. =650 14$aRoad profile. =650 24$aRoad unevenness. =650 24$aRide comfort. =650 24$aPower spectral density. =650 24$aWaviness. =650 24$aWavelength. =650 24$aVehicle. =650 24$aVibration. =650 24$aClassification. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 2 Special Issue on Emerging Asphalt Pavement in China: Design, Construction, Evaluation, and Recycling.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150179.htm =LDR 03171nab a2200553 i 4500 =001 JTE20150231 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1603-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150231$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8$223 =100 1\$aYang, Qun,$eauthor. =245 10$aEvaluation and Optimization of Grouting Treatment for Composite Pavement /$cQun Yang, Ying-Jie Deng, Wen-Zhou Sun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aVoids under a concrete slab are common in composite pavement because of difficulties in controlling grouting treatment. To evaluate grouting treatment for composite pavement accurately and then to optimize the grouting scheme, the modulus of subgrade reaction (the k-value) was proposed as the evaluation criteria of grouting treatment. Based on deflection basin data acquired by a falling weight deflectometer (FWD) on a test road, k-values under slabs were backcalculated and various treatment schemes were compared by statistical methods. Results show that grouting treatment makes the average support strength in the first and second lanes of test road increase by 11.21 % and 13.16 %, respectively. Grouting under the center of a slab has a negative effect on pavement strength. Hence, a four-hole grouting scheme is recommended instead of the five-hole grouting scheme. Besides, pavement grouting can also significantly strengthen the support under adjacent slabs that are not treated directly. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEvaluation. =650 \0$aGrouting scheme. =650 \0$aComposite pavement. =650 \0$aGrouting treatment. =650 \0$aPavements$xTesting. =650 \0$aPavement design. =650 14$aComposite pavement. =650 24$aGrouting treatment. =650 24$aEvaluation. =650 24$aFWD. =650 24$aModulus of subgrade reaction. =650 24$aGrouting scheme. =700 1\$aDeng, Ying-Jie,$eauthor. =700 1\$aSun, Wen-Zhou,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 2 Special Issue on Emerging Asphalt Pavement in China: Design, Construction, Evaluation, and Recycling.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150231.htm =LDR 03511nab a2200577 i 4500 =001 JTE20150152 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1603-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150152$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aLiu, Weidong,$eauthor. =245 10$aEvaluation Indices of an Asphalt-Mixture Digital Specimen Based on the Discrete-Element Method /$cWeidong Liu, Liming Li, Bo. Tian, Fei Liu, Yongzhen Cheng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aTo evaluate the generation method of a digital asphalt-mixture specimen based on the discrete-element method, an algorithm for generating three-dimensional coarse aggregates is presented in this study. The simulation result shows that this algorithm can reflect the actual geometry (e.g., shape, size, fracture surface, and angularity) of aggregate particles. The digital three-dimensional specimen generated using this algorithm can model the three-phase system of coarse aggregates, air voids, and asphalt mastic for asphalt mixtures well. To estimate the distribution of coarse aggregates, both in the digital specimen and real asphalt mixture, the position and quantity of the coarse aggregates within a two-dimensional section of the asphalt mixture were adopted as evaluation indices. The results showed that the digital asphalt-mixture specimen was in good agreement with the real asphalt mixture, and the evaluation indices could be used to quantitatively analyze whether the digital specimen could reflect the real asphalt mixture. The proposed approach based on the discrete-element method can be used as a supplemental tool to evaluate the uniformity of asphalt mixtures for micromechanical analysis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt mixture. =650 \0$aCoarse aggregate. =650 \0$aDigital specimen. =650 \0$aImage processing. =650 \0$aDiscrete-element method. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aDiscrete-element method. =650 24$aDigital specimen. =650 24$aAsphalt mixture. =650 24$aCoarse aggregate. =650 24$aImage processing. =700 1\$aLi, Liming,$eauthor. =700 1\$aTian, Bo.,$eauthor. =700 1\$aLiu, Fei,$eauthor. =700 1\$aCheng, Yongzhen,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 2 Special Issue on Emerging Asphalt Pavement in China: Design, Construction, Evaluation, and Recycling.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150152.htm =LDR 03916nab a2200577 i 4500 =001 JTE20150137 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1603-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150137$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA372 =082 04$a515.35$223 =100 1\$aChen, Jun,$eauthor. =245 10$aRutting-Induced Permeability Loss of Open Graded Friction Course Mixtures /$cJun Chen, Yuqing Zhang, Hui Li, Ying Gao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aFunctionality of an open graded friction course (OGFC) depends on the high interconnected air voids or pores of the OGFC mixture. The authors' previous study indicated that the pores in the OGFC mixture were easily clogged by rutting deformation. Such a deformation-related clogging can cause a significant rutting-induced permeability loss in the OGFC mixture. The objective of this study was to control and reduce the rutting-induced permeability loss of the OGFC based on mixture design and layer thickness. Eight types of the OGFC mixtures with different air void contents, gradations, and nominal maximum aggregate sizes were fabricated in the laboratory. Wheel-tracking rutting tests were conducted on the OGFC slabs to simulate the deformation-related clogging. Permeability tests after different wheel load applications were performed on the rutted OGFC slabs using a falling head permeameter developed in the authors' previous study. The relationships between permeability loss and rutting depth as well as dynamic stability were developed based on the eight OGFC mixtures' test results. The thickness effects of the single-layer and the two-layer OGFC slabs were also discussed in terms of deformation-related clogging and the rutting-induced permeability loss. Results showed that the permeability coefficient decreases linearly with an increasing rutting depth of the OGFC mixtures. Rutting depth was recommended as a design index to control permeability loss of the OGFC mixture rather than the dynamic stability. Permeability loss due to deformation-related clogging can be effectively reduced by using a thicker single-layer OGFC or two-layer OGFC. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aClogging. =650 \0$aDeformation. =650 \0$aRutting depth. =650 \0$aDynamic stability. =650 \0$aPermeability loss. =650 \0$aIsomonodromic deformation method. =650 \0$aDeformation (Mathematics) =650 14$aOpen graded friction course. =650 24$aDeformation. =650 24$aClogging. =650 24$aPermeability loss. =650 24$aRutting depth. =650 24$aDynamic stability. =700 1\$aZhang, Yuqing,$eauthor. =700 1\$aLi, Hui,$eauthor. =700 1\$aGao, Ying,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 2 Special Issue on Emerging Asphalt Pavement in China: Design, Construction, Evaluation, and Recycling.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150137.htm =LDR 03240nab a2200577 i 4500 =001 JTE20150271 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1603-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150271$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aChen, Xianhua,$eauthor. =245 10$aPolishing of Asphalt Pavements :$bFrom Macro- to Micro-Scale /$cXianhua Chen, Songbai Dai, Yiqi Guo, Jun Yang, Xiaoming Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b34 =520 3\$aPolishing of asphalt pavements and the consequent decreases of skid resistance are world-wide issues regarding vehicle traffic safety. This paper provided a detailed and up-to-date overview of skid resistance and polishing of asphalt pavements. It presented the latest long-term field survey results and discussed the characterization of pavement surface texture, skid resistance, and its evolution. It analyzed the mechanism of polishing and discussed the state-of-the-practice for testing pavement friction. It also discussed the primary principles for an accelerated polishing test in the laboratory. It is suggested that an integral analysis from macro- to micro-scale will be required for better understanding of the behaviors of aggregates and their mineral components in polishing process, and also for recognizing the critical material-dependent factors that determine the skid resistance level of asphalt mixture and the decreasing rate of skid resistance due to tire polishing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPolishing. =650 \0$aSkid resistance. =650 \0$aSurface texture. =650 \0$aAsphalt pavement. =650 \0$aMulti-scale approach. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aAsphalt pavement. =650 24$aSkid resistance. =650 24$aSurface texture. =650 24$aPolishing. =650 24$aMulti-scale approach. =700 1\$aDai, Songbai,$eauthor. =700 1\$aGuo, Yiqi,$eauthor. =700 1\$aYang, Jun,$eauthor. =700 1\$aHuang, Xiaoming,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 2 Special Issue on Emerging Asphalt Pavement in China: Design, Construction, Evaluation, and Recycling.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150271.htm =LDR 04071nab a2200553 i 4500 =001 JTE20150230 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1603-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150230$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aFang, Bowen,$eauthor. =245 10$aLaboratory Study on Cement Slurry Formulation and Its Strength Mechanism for Semi-Flexible Pavement /$cBowen Fang, Tao Xu, Shuang Shi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aSemi-flexible pavement (SFP) combines the best features of both flexible asphalt and rigid cement concrete pavement. SFP consists of a porous asphalt mixture skeleton with 25 %-35 % voids, filled with selected cement slurry. To better balance the flexible and rigid characteristics between the asphalt mixture skeleton and hardened cement paste in SFP, a further understanding of its cement slurry formulation design is required. Results indicate that the penetrant has a significant effect on the fluidity of cement slurry, improving the flowability of cement slurry. Polycarboxylene-based superplasticizer is a desirable penetrant with the dosage of 1 % by mass of cement. Also, the optimum water-cement ratio of 0.6 for cement slurry is proposed, at which the fresh cement slurry can fully penetrate into asphalt mixture skeleton, and improve the engineering properties of SFP. Additionally, styrene butadiene rubber (SBR) latex is an effective flexible admixture for cement slurry, and its dosage of 2 % by mass of cement is proposed. SBR latex improves the stability of fresh cement slurry and enhances the flexibility of hardened cement paste to reduce the cracks in SFP. At the micro level, the fiber-like hydrated products between SBR latex and cement particles improve the flexibility of hardened cement paste. This reduces the cracks on the interface between asphalt mixture skeleton and hardened cement paste when the ambient temperature changes. It is concluded that chemical admixtures are essential requirements for the production of high performance cement slurry. They allow the fresh cement slurry to fully penetrate the asphalt mixture skeleton with a lower water-cement ratio, improving engineering properties of SFP. The proposed cement slurry formulation can better meet the requirements of mechanical properties and durability characteristics of SFP. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAdmixture. =650 \0$aCement slurry. =650 \0$aWater-cement ratio. =650 \0$aSemi-flexible pavement. =650 \0$aAsphalt mixture skeleton. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aSemi-flexible pavement. =650 24$aCement slurry. =650 24$aAdmixture. =650 24$aWater-cement ratio. =650 24$aAsphalt mixture skeleton. =700 1\$aXu, Tao,$eauthor. =700 1\$aShi, Shuang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 2 Special Issue on Emerging Asphalt Pavement in China: Design, Construction, Evaluation, and Recycling.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150230.htm =LDR 03341nab a2200577 i 4500 =001 JTE20150321 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1603-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150321$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ180.55.M4 =082 04$a507.2$223 =100 1\$aZhou, W.,$eauthor. =245 10$aApplication of Nonlinear-Modulation Technique for the Detection of Bolt Loosening in Frame Structure /$cW. Zhou, Y. Shen, L. Xiao, W. Qu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aBolted joints are susceptible to loosening in the vibrational service environment, which would adversely affect the joint structure integrity. In this work, a nonlinear-modulation approach was explored as a potential method to effectively detect bolt loosening at its early stage, by analyzing the modulation spectrum that arises from the nonlinear vibrations caused by the loosening bolts. To reveal the mechanism of nonlinear modulation, a mathematical model was developed. An effective energy-based damage index was formulated based on the high-frequency intrinsic mode functions (IMF), which contains modulation components processed by empirical mode decomposition (EMD). Vibration tests on a frame structure were carried out to investigate the feasibility of the proposed method. The experimental results demonstrated that modulation occurred in the high-frequency region of response signals; it was found that the energy-based damage index can accurately detect nonlinear damage caused by bolt loosening with superb sensitivity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBolt loosening. =650 \0$aDamage detection. =650 \0$aEnergy damage index. =650 \0$aVibration modulation. =650 \0$aDecomposition method. =650 \0$aLocalization theory. =650 \0$aResearch$xMethodology. =650 14$aBolt loosening. =650 24$aDamage detection. =650 24$aVibration modulation. =650 24$aEmpirical mode decomposition. =650 24$aEnergy damage index. =650 24$aStructural health monitoring. =700 1\$aShen, Y.,$eauthor. =700 1\$aXiao, L.,$eauthor. =700 1\$aQu, W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 2 Special Issue on Emerging Asphalt Pavement in China: Design, Construction, Evaluation, and Recycling.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150321.htm =LDR 03061nab a2200565 i 4500 =001 JTE20150202 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1603-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150202$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC761.3 =082 04$a537.6/23$223 =100 1\$aMertik, M.,$eauthor. =245 10$aConstructing and Testing Data Models for LHC Electrical Quality Assurance /$cM. Mertik, M. J. Bednarek, K. Dahlerup-Petersen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aConstructing and testing various data models is a highly iterative and creative process. It requires the work of a team in an interdisciplinary way and a good understanding of the domain within which the models are developed. In this paper, we showed an approach for the construction and the estimation of various data models for hardware commissioning of the Large Hadron Collider (LHC). We reported the development of the methodology for constructing and testing the data models for electrical quality assurance (ELQA) and presented the outputs of the iterative processes of various models intended for the development of a software analysis tool for the ELQA campaigns, which will be used to discover similar patterns of low quality tests on circuits when dealing with non-conformities of the LHC hardware commissioning in the future. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aClustering. =650 \0$aData models. =650 \0$aKDD process. =650 \0$aSuperconducting. =650 \0$aConstructing and testing. =650 \0$aSuperconductivity. =650 14$aConstructing and testing. =650 24$aData models. =650 24$aKDD process. =650 24$aLHC. =650 24$aClustering. =650 24$aSuperconducting. =650 24$aLHC electrical quality assurance. =700 1\$aBednarek, M. J.,$eauthor. =700 1\$aDahlerup-Petersen, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 2 Special Issue on Emerging Asphalt Pavement in China: Design, Construction, Evaluation, and Recycling.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150202.htm =LDR 04169nab a2200565 i 4500 =001 JTE20150227 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1603-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150227$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBH39 =082 04$a701.17$223 =100 1\$aQin, Xiaochun,$eauthor. =245 10$aRoad Landscape Space Enclosure Scale and Sequence Characteristics Based on Human Aesthetic Perception and Psychological Experience /$cXiaochun Qin, Liang Gao, Yupeng Shen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aRoad landscape environments are defined in terms of road space, consisting of the pavement and the surrounding boundaries, and the various road landscape elements normally constitute the component parts of road space. The creation and organization of spatial interfaces in road landscape planning not only play an important role in transportation function planning but also create different landscape spatial atmospheres, which largely determine the space perception and psychological experience of the passengers when traveling on the road. The major constituent elements of road spatial interfaces were defined in this paper, and the conception and quantized calculation method of road space enclosure scale was proposed. The spatial characteristics and the different spatial feelings of the road solid interface, void interface, and zero interface were analyzed in detail. The quantitative relationship between space enclosure scale and people's spatial experience was established based on the solid interface of plain, cutting, and filling areas, the void interface of roadside trees, and the zero interface of filling areas and viaducts. The spatial form of road landscape environment was summarized in flat, wave, and climax types according to the arrangement and layout of landscape space sequences, and the spatial sequence characteristics and improvement means for original space were discussed. Taking Guangwu Road in the Guangdong Province in the rolling hill area of South China as the case study, the road space interface enclosure map was drawn, and the road landscape space types were analyzed according to cutting and filling conditions by employing the road design software HintCAD, which provided the primary quantitative reference for road space sequence planning and regional landscape style control to make road landscape planning fully integrated with people's aesthetic psychology and dynamic visual features. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRoad space. =650 \0$aSense of space. =650 \0$aSpace sequence. =650 \0$aEnclosure scale. =650 \0$aAesthetic perception. =650 \0$aPhilosophy. =650 \0$aLiterature. =650 \0$aAesthetics. =650 14$aRoad space. =650 24$aEnclosure scale. =650 24$aSense of space. =650 24$aAesthetic perception. =650 24$aSpace sequence. =700 1\$aGao, Liang,$eauthor. =700 1\$aShen, Yupeng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 2 Special Issue on Emerging Asphalt Pavement in China: Design, Construction, Evaluation, and Recycling.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150227.htm =LDR 03337nab a2200565 i 4500 =001 JTE20150294 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1603-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150294$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aAZ191 =082 04$a001.4$223 =100 1\$aJiang, Z.,$eauthor. =245 10$aStudy on the Characterization and Evaluation Methods of PA6 Chips for High-Speed Spinning /$cZ. Jiang, C. Li, Z. Guo, Z. Jia, F. Jiang, J. Jin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe reasons for the significant difference of PA6 spinnability are discussed. For this research project, BASF PA6 chips (BASF, Germany) and PA6 chips (GC, China) were chosen as research objects. We chose these two different chips because BASF PA6 chips are stable and GC PA6 chips are unstable in high-speed spinning. The measurement of relative viscosity, crystallization rate, content of extractable matter, molecular weight and its distribution, and Fourier transform infrared (FTIR) spectroscopy of extractable matter were systematically investigated. Moreover, the screw extrusion process of PA6 melt in high-speed melt spinning was simulated by a capillary rheometer, in which PA6 samples with different melting times were prepared to conduct the above-mentioned tests. Compared to BASF chips, the GC chips have the higher content of extractable matter, the greater and more variable relative viscosity, the greater molecular weight, and the wider distribution, causing the poorer spinnability in high-speed spinning. Furthermore, the extractable matter in GC chips is the same as that in BASF chips, which is confirmed by FTIR spectra. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEvaluation. =650 \0$aSpinnability. =650 \0$aHigh-speed spinning. =650 \0$aEvaluation$xMethodology. =650 \0$aAssessment. =650 \0$aResearch. =650 14$aPA6. =650 24$aHigh-speed spinning. =650 24$aSpinnability. =650 24$aEvaluation. =700 1\$aLi, C.,$eauthor. =700 1\$aGuo, Z.,$eauthor. =700 1\$aJia, Z.,$eauthor. =700 1\$aJiang, F.,$eauthor. =700 1\$aJin, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 2 Special Issue on Emerging Asphalt Pavement in China: Design, Construction, Evaluation, and Recycling.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150294.htm =LDR 03789nab a2200517 i 4500 =001 JTE20150194 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1603-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150194$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aMa, Tao,$eauthor. =245 10$aUsing RAP Material in High Modulus Asphalt Mixture /$cTao Ma, Yongli Zhao, Xiaoming Huang, Yao Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aWith the purpose of improving the high temperature rutting resistance of recycling asphalt mixture, the design concept of high modulus asphalt mixture (HMAM) was adopted to design recycling asphalt mixture in this study. Control HMAM was designed to prepare recycling high modulus asphalt mixtures (RHMAMs) with different contents of reclaimed asphalt pavement (RAP). Performance tests including simple performance test (SPT) test, wheel tracking test, low-temperature bending beam test, immersion Marshall test, freeze-thaw splitting test, and bending beam fatigue test were conducted to evaluate the dynamic modulus, high temperature rutting resistance, low-temperature cracking resistance, moisture stability, and anti-fatigue performance of RHMAMs. This paper proves that the addition of RAP can improve the high temperature rutting resistance of HMAM while jeopardizing its low temperature cracking resistance, moisture stability, and anti-fatigue property. With RAP content increasing, the dynamic modulus and dynamic stability of RHMAMs increase while the failure strain, tensile strength ratio, and fatigue life of RHMAMs decrease. With 20 %-30 % of RAP, RHMAMs have similar performances to HMAM without RAP. With 40 %-50 % of RAP, while the dynamic stability and moisture stability of RHMAMs can meet the requirements by Chinese specification, the low-temperature failure strain of RHMAMs was already lower than the requirements by Chinese specification and the fatigue life of RHMAMs degraded obviously compared to that of the HMAM. It is indicated that RHMAMs can provide satisfied high temperature rutting resistance and moisture stability while its low-temperature cracking resistance and anti-fatigue property needs to be paid attention to. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRecycling. =650 \0$aPerformance. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aRAP. =650 24$aRecycling. =650 24$aHigh modulus asphalt mixture. =650 24$aPerformance. =700 1\$aZhao, Yongli,$eauthor. =700 1\$aHuang, Xiaoming,$eauthor. =700 1\$aZhang, Yao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 2 Special Issue on Emerging Asphalt Pavement in China: Design, Construction, Evaluation, and Recycling.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150194.htm =LDR 03777nab a2200529 i 4500 =001 JTE20150220 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1603-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150220$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aZhang, Junhui,$eauthor. =245 10$aReflective Crack Propagation and Control in Asphalt Pavement Widening /$cJunhui Zhang, Liangliang Dai, Jianlong Zheng, Houxuan Wu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aTo investigate the reflective crack-propagation behavior and provide control techniques for asphalt pavements widening, the finite-element models were built to simulate the widened asphalt pavement with a latent joint. The developed finite-element model considered the influence factors, including the loading modes (i.e., the symmetrical and unsymmetrical loading modes), the thickness and modulus of the asphalt concrete surface, the modulus of the new and existing stabilized bases, and the sheet stiffness of the reinforced geosynthetic. The finite-element simulation results show that increasing the thickness or reducing the modulus of the asphalt concrete surface effectively delays the propagation speed of the reflective cracks. The cracking potential reaches the minimum when the new and existing bases have a uniform modulus. Additionally, geosynthetic reinforcement across the joints significantly reduces the stress concentration around the crack tip and slows down the propagation of the reflective cracks. These benefits become greater when increasing the sheet stiffness of the geosynthetic. Finally, an experimental study was conducted to investigate the influence of the types of the asphalt overlay and the geosynthetic reinforcement on the reflective crack-propagation behavior. The experimental results indicate that the geosynthetic-reinforced structure with a lower modulus of the asphalt concrete surface significantly increases the fatigue life of widened pavements, and the polypropylene geotextile performs better than the glass-fiber grid in terms of the extension of the fatigue life. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGeosynthetics. =650 \0$aAsphalt pavement. =650 \0$aStress-intensity factors. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aAsphalt pavement widening. =650 24$aReflective crack propagation. =650 24$aStress-intensity factors. =650 24$aGeosynthetics. =700 1\$aDai, Liangliang,$eauthor. =700 1\$aZheng, Jianlong,$eauthor. =700 1\$aWu, Houxuan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 2 Special Issue on Emerging Asphalt Pavement in China: Design, Construction, Evaluation, and Recycling.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150220.htm =LDR 03611nab a2200589 i 4500 =001 JTE20150142 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1603-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150142$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aZhang, Jiupeng,$eauthor. =245 10$aAging Kinetics Characteristics of Warm Mix Asphalt Binder Using Softening Point and n-pentane Asphaltene Content as the Parameters /$cJiupeng Zhang, Mingfeng Chang, Jianzhong Pei, Li. Xu, Shicui Xu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThis paper presented research on the aging kinetics characteristics of asphalt binder by using softening point and n-pentane asphaltene content, respectively, as parameters. Sasobit additives were added into two matrix asphalt binders to prepare the warm mix asphalt binders, and then were aged at different temperatures and time. The softening points and contents of n-pentane asphaltene were measured. Results indicated that the softening point was improved by adding the additives. Both the softening point and content of n-pentane asphaltene increased with aging temperature and aging time, and the increments of matrix asphalt binders were bigger. Taking the softening point and content of n-pentane asphaltene as the parameters, respectively, the aging kinetics models were established, and the reaction rate constants and reaction activation energies were calculated. It was found that warm mix asphalt binders had lower reaction constants and bigger reaction activation energies, that is to say the anti-aging property of warm mix asphalt was better. The anti-aging properties could be better evaluated by the aging kinetics models based on the softening point for its higher accuracy and testing convenience. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAging kinetics. =650 \0$aSoftening point. =650 \0$aWarm mix asphalt. =650 \0$aN-pentane asphaltene. =650 \0$aReaction rate constant. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aWarm mix asphalt. =650 24$aAging kinetics. =650 24$aSoftening point. =650 24$aN-pentane asphaltene. =650 24$aReaction rate constant. =650 24$aReaction activation energy. =700 1\$aChang, Mingfeng,$eauthor. =700 1\$aPei, Jianzhong,$eauthor. =700 1\$aXu, Li.,$eauthor. =700 1\$aXu, Shicui,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 2 Special Issue on Emerging Asphalt Pavement in China: Design, Construction, Evaluation, and Recycling.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150142.htm =LDR 03017nab a2200493 i 4500 =001 JTE20140451 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1603-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140451$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRM862.7 =082 04$a616.07/54$223 =100 1\$aZeng, W.,$eauthor. =245 10$aApplication of a Non-Contact Laser Ultrasonic Imaging Technology for Detection Weld Defect Based on Hilbert Transform /$cW. Zeng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aA non-contact laser ultrasonic imaging technique was proposed to detect austenitic stainless steel weld with artificial defects. Austenitic stainless steel weld was scanned by a pulsed laser, and the ultrasonic waves were received by the interferometer. The vibration images of ultrasonic waves at different locations were analyzed in detail. In order to detect the size of the damage, we use the Hilbert transform method to transform ultrasonic time-domain signals into the envelope of ultrasonic wave, and find this method can improve the effects of detection the flaw. By comparing the propagation images based on the Hilbert transform method, with the result based on the anomalous wave propagation imaging method which demonstrated that the non-contact laser ultrasonic imaging technique based on the Hilbert transform method, we can evaluate the sizes of the weld damages. Hence, we proposed the ultrasonic propagation imaging approach for automatic inspection in manufacturing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamages. =650 \0$aLaser ultrasonic imaging. =650 \0$aUltrasonic Therapy. =650 \0$aUltrasonic imaging. =650 14$aLaser ultrasonic imaging. =650 24$aAustenitic stainless steel weld. =650 24$aFlaw. =650 24$aHilbert transform (HT) method. =650 24$aDamages. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 2 Special Issue on Emerging Asphalt Pavement in China: Design, Construction, Evaluation, and Recycling.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140451.htm =LDR 03730nab a2200529 i 4500 =001 JTE20150368 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1603-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150368$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.1/186$223 =100 1\$aHafeez, F.,$eauthor. =245 10$aImage Processing for Measuring Damage and Delamination in Glass Reinforced Epoxy /$cF. Hafeez, F. Almaskari. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aThis work proposed an image processing method for the measurement of damage and delamination in layered materials. Measurement of the damage and delamination area in composite materials has a significant importance as it provides an estimate of factors for implementation of fracture mechanics formulation. It is not always easy to measure delamination as it usually exists inter laminar. In this method, an image of the damaged composite material was processed by commercially available software and the delamination area was estimated within each layer. A strong back light was used for capturing images with prominent damaged areas and clear demarcation of such areas. This method proved itself simple, efficient, and cost effective. It has many advantages over simpler techniques like post experiment visual inspection. At the same time, it is cost effective for composites where standard non-destructive techniques may cost many folds more than the cost of the specimen. The results obtained for damage and delamination in cylindrical glass reinforced epoxy specimen were presented. Buckingham pi theorem was employed to develop a scale model consisting of four scales. Damage and delamination growth rate collapsed onto the same trend when scaled with the factors of n3 and n4, respectively. Accuracy and confidence in the measurement of delamination area reduced as the number of layers increased; however, overall damage area can be estimated precisely. This technique was used for in situ measurements while specimens were subjected to load, which provided damage and delamination growth rate, too. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamage. =650 \0$aDelamination. =650 \0$aImage processing. =650 \0$aLayered materials. =650 \0$aGlass reinforced epoxy. =650 \0$aComposite materials$xDelamination$xPrevention. =650 14$aImage processing. =650 24$aDelamination. =650 24$aDamage. =650 24$aGlass reinforced epoxy. =650 24$aLayered materials. =700 1\$aAlmaskari, F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 2 Special Issue on Emerging Asphalt Pavement in China: Design, Construction, Evaluation, and Recycling.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150368.htm =LDR 04161nab a2200553 i 4500 =001 JTE20150145 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1603-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150145$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aWang, Hainian,$eauthor. =245 10$aCharacterization of Low Temperature Crack Resistance of Crumb Rubber Modified Asphalt Mixtures Using Semi-Circular Bending Tests /$cHainian Wang, Chen Zhang, Lian Li, Zhanping You, Aboelkasim Diab. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aThe objective of this study was to assess the low temperature anti-cracking performance of crumb rubber modified asphalt mixtures by performing the semi-circular bending tests. The flexural tensile strength, fracture energy density, and fracture resistance were used to evaluate the rubber modified asphalt mixture's performance based on fracture mechanics J-integral concept. The semi-circular bending (SCB) tests were conducted to study the effect of crumb rubber dosage, crumb rubber size, and testing temperature on the low temperature anti-cracking performance of rubber modified asphalt mixtures. Two gradations (a dense gradation mixture and a gap-gradation mixture) were selected, and five rubber application dosages (15, 18, 20, 22, and 25 %, all by the weight of base binder) were studied in the paper. The tests were performed at temperatures of 0, -10, and -20°C. The testing results indicated that the flexural tensile strength and fracture energy density increased initially, reached to a peak point and then decreased with the increase of rubber dosage. Flexural tensile strength and fracture energy density reached its maximum value at the 20 % rubber dosage among the five rubber application dosages. The flexural tensile strength, fracture energy density, and the J-integral fracture toughness of the gap-graded rubber asphalt mixture specimens were higher than those of the dense gradation. The smaller sized particle rubber modified mixture provided a better low temperature anti-cracking performance as compared to those with bigger particle sizes. Through the comprehensive consideration of laboratory test results and field results, it was recommended that the J-integral fracture toughness should be no less than 2.8 KJ/m2 for new asphalt rubber pavement in Shannxi province. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture energy density. =650 \0$aFlexural tensile strength. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aCrumb rubber modified asphalt mixture. =650 24$aLow temperature crack resistance. =650 24$aSemi-circular bending tests. =650 24$aFlexural tensile strength. =650 24$aFracture energy density. =650 24$aJ-integral fracture toughness. =700 1\$aZhang, Chen,$eauthor. =700 1\$aLi, Lian,$eauthor. =700 1\$aYou, Zhanping,$eauthor. =700 1\$aDiab, Aboelkasim,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 2 Special Issue on Emerging Asphalt Pavement in China: Design, Construction, Evaluation, and Recycling.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150145.htm =LDR 03589nab a2200541 i 4500 =001 JTE20150346 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1603-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150346$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS250 =082 04$a671.8/23$223 =100 1\$aSükür, Emine Feyza,$eauthor. =245 10$aComparison of Flow Curves of AA 5457-O Sheet Material Determined by Hydraulic Bulge and Tensile Tests at Warm Forming Temperatures /$cEmine Feyza Sükür, Mevlüt Türköz, Murat Dilmeç, Hüseyin Selçuk Halkac?, Mehmet Halkac?. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThe deformation behavior of sheet materials changes according to temperature. It is possible that the formability of a material for different temperatures is investigated and the flow curves are obtained by using a hydraulic bulge test. Generally, biaxial stress state occurs in real forming processes. Flow curves can be derived from the hydraulic bulge test for the biaxial stress state, and the higher strain values can be achieved in comparison to the tensile test without extrapolation. Hydraulic bulge tests are preferred instead of tensile tests on account of presuming the problems can occur during the formation process of sheet material, being informed about the formability of material at the current pressure and temperature states, and obtaining flow curves to perform more accurate process simulations. In this study, the flow curves for the material AA5754-O were obtained using the warm bulge test and by considering the strain rates. The sections of the curves that can be used in simulation were identified, and these curves were comparatively investigated with respect to the curves obtained from the tensile test. In addition, case studies were performed in order to conduct more realisitic simulations using the results of the flow curves obtained from the bulge and tensile tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCase study. =650 \0$aFlow curve. =650 \0$aFormability. =650 \0$asheet-metal work. =650 \0$aSheet-metal$xFormability. =650 14$aFlow curve. =650 24$aWarm hydraulic bulge test. =650 24$aFormability. =650 24$aCase study. =700 1\$aTürköz, Mevlüt,$eauthor. =700 1\$aDilmeç, Murat,$eauthor. =700 1\$aHalkac?, Hüseyin Selçuk,$eauthor. =700 1\$aHalkac?, Mehmet,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 2 Special Issue on Emerging Asphalt Pavement in China: Design, Construction, Evaluation, and Recycling.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150346.htm =LDR 03978nab a2200541 i 4500 =001 JTE20150147 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1603-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150147$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.2 =082 04$a620.1/1232$223 =100 1\$aLi, Limin,$eauthor. =245 10$aCalculation Method and Influence Law of Pavement Rut Under Dynamic Load /$cLimin Li, Zhaoyi He, Jianqing Jiang, Ting Lei. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aBased on vehicle dynamic loading, the rut calculation method is put forward, the influence law of pavement rut is obtained, and the rutting prediction for the test road was performed by employing this method. The results indicated that there is little difference between calculated rutting value and the real one of the test roads, and the maximum error is 9 %. Moreover, their deformation shapes of rutting are almost the same as a whole. Therefore, the proposed rutting calculation method is feasible for the very complex problem of rutting calculation. The influence law of pavement rut under dynamic load was studied by using this method. The results showed that high temperature, heavy load, and slow speed have important effects on rutting damage of asphalt pavement. Under heavy loads, with the temperature higher than 50°C, the repetition times of axle load more than 106, and the tire pressure higher than 0.9 MPa, the rutting depth of pavement will increase dramatically. In addition, when the vehicle velocity is smaller than 40 km/h, the rutting depth of pavement will also increase obviously with the loading duration increasing (i.e., with the vehicle velocity reducing). At the early stage of the loading process, the rutting depth of pavement increases rapidly, and as the loading time passes by, the growth rate of rutting depth gradually slows down, and finally rutting depth approaches to a fixed value. Furthermore, high modulus asphalt concrete applied in the middle course can significantly enhance the anti-rutting performance of asphalt pavement, and the anti-rutting ability of asphalt pavement can also be improved by increasing the thickness of the semi-rigid bottom layer of the base and of the surface course properly, especially of the upper layer of the surface course. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDynamic load. =650 \0$aInfluence law. =650 \0$aViscoelastic model. =650 \0$aViscoelastic materials. =650 \0$aViscoelasticity. =650 14$aRutting calculation method. =650 24$aDynamic load. =650 24$aViscoelastic model. =650 24$aInfluence law. =650 24$aHigh modulus asphalt concrete. =700 1\$aHe, Zhaoyi,$eauthor. =700 1\$aJiang, Jianqing,$eauthor. =700 1\$aLei, Ting,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 2 Special Issue on Emerging Asphalt Pavement in China: Design, Construction, Evaluation, and Recycling.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150147.htm =LDR 03549nab a2200529 i 4500 =001 JTE20150228 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1603-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150228$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA357.5.G47 =082 04$a531/.163$223 =100 1\$aGao, Ying,$eauthor. =245 10$aNumerical Simulation of Motion Rules of Coarse Aggregates in the Compaction Process /$cYing Gao, Weidong Liu, Hanguang Li, Xiongwei Dai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThree-dimensional digital aggregate particles with irregular shapes were fabricated by truncating spheres with the randomly created cutting planes using the particle flow code in three-dimensions (PFC3D) to investigate their rules of motion during the compaction process. The digital specimen of aggregate mixture with the same gradation and shape characteristics of real aggregates was developed. Specimen were compacted with static pressure in PFC3D. The axial stress on particles, average motion displacement range (AMDR), and translational velocity of each particle were analyzed in the compaction process under different displacements. The results indicate that both axial stress and mean contact-force on particles increases with compacting displacements. Aggregates located at different specimen heights show great differences in AMDR on vertical and horizontal orientation. At the same height of specimen, the AMDR on vertical orientation is greater than that of horizontal orientation and has a positive correlation with compacting displacement. However, the AMDR on horizontal orientation has a poor correlation with compacting displacement. Translational velocity of particle does not show an obvious relationship with the compacting displacement and the height of specimen. This study presented some cues for a further understanding of the compaction mechanism of asphalt mixture. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompaction. =650 \0$aMotion rules. =650 \0$aCoarse aggregate. =650 \0$aDiscrete element method. =650 \0$aMultibody systems. =650 14$aCoarse aggregate. =650 24$aMotion rules. =650 24$aCompaction. =650 24$aThree-dimensional discrete element method. =700 1\$aLiu, Weidong,$eauthor. =700 1\$aLi, Hanguang,$eauthor. =700 1\$aDai, Xiongwei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 2 Special Issue on Emerging Asphalt Pavement in China: Design, Construction, Evaluation, and Recycling.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150228.htm =LDR 02945nab a2200649 i 4500 =001 JTE10891J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10891J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10891J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a639.9/7573$223 =100 1\$aSontowski, DP.,$eauthor. =245 12$aA Microscopic Approach to the Microstructure of Paving Asphalts /$cDP. Sontowski. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aAsphalts are colloidal solutions consisting of micelles (asphaltene plus adsorbed resins) of the dispersed phase and petrolenes (resins plus oils) of the continuous phase. Depending on the type of asphalt the micelles may flocculate to form a network of small or large structures measuring about 0.005 and 0.050 mm respectively. In the case of an oxidized roofing asphalt the microstructure observed measured about 0.150 mm. Thus, the microstructure can be conveniently observed with a suitable microscope utilizing high intensity reflected light. It is possible in this way to measure the size of individual micellar clusters and thus distinguish between various sol-gel and gel type asphalts. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalts. =650 \0$aColloids. =650 \0$aMicelles. =650 \0$aColloiding. =650 \0$aMicroscopy. =650 \0$aFlocculating. =650 \0$aMicrostructure. =650 \0$aAromatic compounds. =650 \0$aPavements,Asphalt. =650 \0$aPavements,Asphalt$xEnvironmental aspects. =650 \0$aRoads$xDesign and construction. =650 14$aMicelles. =650 24$aFlocculating. =650 24$aMicrostructure. =650 24$aAsphalts. =650 24$aAromatic compounds. =650 24$aUnsaturated organic compounds. =650 24$aOils. =650 24$aColloids. =650 24$aMicroscopy. =650 24$aGels. =650 24$aColloiding. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10891J.htm =LDR 02868nab a2200565 i 4500 =001 JTE10884J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10884J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10884J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC963.48 =082 04$a155.9/042$223 =100 1\$aJones, MH.,$eauthor. =245 10$aCrack Toughness Evaluation of Hot Pressed and Forged Beryllium /$cMH. Jones, RT. Bubsey, WF. Brown. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aFracture toughness tests at room temperature were made on three-point loaded beryllium bend specimens cut from hot pressed block and a forged disk. These specimens had plane proportions conforming to ASTM E 399 and covered a thickness range of from 1/32 to ½-in. Two sets of bend specimens were tested, one having fatigue cracks and the other 0.5 mil radius notches. During each test, records were made of crack (or notch) mouth displacement and electric potential vs applied load. One objective of the investigation was the development of techniques to produce fatigue cracks in accordance with the procedures specified in ASTM E 399. This objective was achieved for the hot pressed material. In plane cracks were not consistently produced in the specimens cut from forged stock. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBeryllium. =650 \0$aFatigue cracking. =650 \0$aElectric potential. =650 \0$aFatigue (materials) =650 \0$aFracture properties. =650 \0$aFatigue. =650 \0$aWorkload. =650 \0$aMilitary Personnel$xpsychology. =650 14$aFracture properties. =650 24$aBeryllium. =650 24$aElectric potential. =650 24$aFatigue cracking. =650 24$aFatigue (materials) =700 1\$aBubsey, RT.,$eauthor. =700 1\$aBrown, WF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10884J.htm =LDR 02889nab a2200601 i 4500 =001 JTE10890J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10890J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10890J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710 =082 04$a624.1/5136$223 =100 1\$aLamb, JH.,$eauthor. =245 12$aA Versatile Control System for Triaxial Testing of Soils /$cJH. Lamb, JA. Anderson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aSpecimens of sedimented kaolinite were subjected to consolidated-undrained triaxial compression by means of a new electropneumatic control system that will apply any desired loading path in the axisymmetric stress space or any desired deformation path. Specimens were tested under ramp loading, ramp deformation and combined ramp loading-ramp deformation with both constant cell pressure and constant first invariant of the applied stress tensor. To determine the entire stress-strain-pore pressure relationship, it was necessary to perform the combined load rate-deformation rate test. It was found that while a unique principal stress difference-major principal strain relationship exists, a unique pore pressure-major principal strain relationship does not exist. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aKaolinite. =650 \0$aCompression. =650 \0$aStress path. =650 \0$aLoad control. =650 \0$aPore pressure. =650 \0$aSoil mechanics. =650 \0$aTriaxial testing. =650 \0$aDeformation control. =650 \0$aSoilmechanics. =650 14$aSoil mechanics. =650 24$aLoad control. =650 24$aDeformation control. =650 24$aStress path. =650 24$aPore pressure. =650 24$aCompression. =650 24$aTriaxial testing. =650 24$aKaolinite. =700 1\$aAnderson, JA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10890J.htm =LDR 01968nab a2200409 i 4500 =001 JTE10881J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10881J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10881J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN690 =082 04$a669/.95$223 =245 00$aMetallographic Photomicrographs from 1972 Photographic Exhibit. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe 1972 Photographic Exhibit held during the Society's 75th Annual Meeting in Los Angeles, California exemplified the importance of photography to the understanding of materials and their performance. In addition, the ASTM Photographic Exhibit over its forty years of existence has contained outstanding examples of the newest techniques available to engineer and scientist. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMetallography. =650 \0$aPhysical metallurgy. =650 \0$aPhotomicrographs. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10881J.htm =LDR 02746nab a2200589 i 4500 =001 JTE10886J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10886J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10886J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.76$223 =100 1\$aLynnworth, LC.,$eauthor. =245 10$aUltrasonic Measurement of Elastic Moduli in Slender Specimens Using Extensional and Torsional Wave Pulses /$cLC. Lynnworth. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aThe pulse-echo method using extensional and torsional waves is described relative to determining elastic properties and other characteristics of specimens which are slender acoustically. Several applications are reviewed, including: glass fibers of diameter 16 to 42 ?m; glass rods of diameter about 1 mm, tested to 700°C; iron-base alloys of diameter 3.2 mm, tested from nearly -200°C up to +200°C; titanium specimens of rectangular cross section, 1.5 x 3 mm; and tantalum-base alloys of diameter 6.4 mm, tested up to 1400°C. Limitations are pointed out regarding dispersive materials and geometry. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAcoustics. =650 \0$aResonance. =650 \0$aStrain gages. =650 \0$aPoisson ratio. =650 \0$aUltrasonic tests. =650 \0$aPhysical properties. =650 \0$aModulus of elasticity. =650 \0$aPoissonratio. =650 \0$aPavement performance. =650 \0$aPavement design. =650 14$aUltrasonic tests. =650 24$aModulus of elasticity. =650 24$aPoisson ratio. =650 24$aResonance. =650 24$aPhysical properties. =650 24$aStrain gages. =650 24$aAcoustics. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10886J.htm =LDR 02840nab a2200685 i 4500 =001 JTE10892J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10892J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10892J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA462 =082 04$a620.1/1223$223 =100 1\$aBennett, JA.,$eauthor. =245 10$aMetallurgical Aspects of the Failure of the Point Pleasant Bridge /$cJA. Bennett, H. Mindlin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aExamination of the fractured eyebar which caused the collapse of the bridge led to the conclusion that a stress-corrosion crack had penetrated to a depth of 1/8 in. during the 40 years that the bridge was in service. This flaw was sufficient to initiate fracture across the remainder of the 16 in.2 area of the lower limb of the eye due to the high local stress and the low fracture toughness of the steel. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHumidity. =650 \0$aCorrosion. =650 \0$aToughness. =650 \0$aMicrostructure. =650 \0$aStress corrosion. =650 \0$aTensile properties. =650 \0$aFatigue (materials) =650 \0$aCracking (fracturing) =650 \0$aFractures (materials) =650 \0$aMechanical properties. =650 \0$aStress corrosion tests. =650 \0$aStresscorrosion. =650 \0$aAlliages$xCorrosionsous-tension. =650 14$aCorrosion. =650 24$aStress corrosion. =650 24$aCracking (fracturing) =650 24$aFractures (materials) =650 24$aMechanical properties. =650 24$aMicrostructure. =650 24$aTensile properties. =650 24$aFatigue (materials) =650 24$aStress corrosion tests. =650 24$aHumidity. =650 24$aToughness. =700 1\$aMindlin, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10892J.htm =LDR 03009nab a2200529 i 4500 =001 JTE10893J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10893J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10893J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1075 =082 04$a621.8/9$223 =100 1\$aBrumund, WF.,$eauthor. =245 10$aExperimental Study of Static and Dynamic Friction Between Sand and Typical Constuction Materials /$cWF. Brumund, GA. Leonards. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThe limiting contact friction between sand and steel, cement mortar, graphite, and teflon surfaces was measured in the laboratory. The coefficients of (wall) friction were obtained using static and dynamic loadings with particular reference to conditions at the time slip was initiated. The coefficient of friction increases with the surface roughness and angularity of the sand grains, and as the roughness of the contact surface increases with respect to the size of the sand particles. For steel and mortar surfaces dynamic friction was greater than static friction by about 20 percent unless the surface was sufficiently rough that sand/sand slip was approached. The (static) angle of shearing resistance was the upper limit of the coefficient of friction for all static and dynamic tests where slip was initiated from 1-2 ms to 5 min (loading rates from 5 x 105 to 0.5 psi/min). Under static loading conditions teflon and graphite reduced wall friction by one-half to one-third; at high loading rates graphite was a more effective lubricant than teflon. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSands. =650 \0$aShear tests. =650 \0$aDynamic loads. =650 \0$aSoil mechanics. =650 \0$aFriction. =650 \0$aMechanical wear. =650 14$aFriction. =650 24$aDynamic loads. =650 24$aSands. =650 24$aShear tests. =650 24$aSoil mechanics. =700 1\$aLeonards, GA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10893J.htm =LDR 02228nab a2200541 i 4500 =001 JTE10888J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10888J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10888J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a624.1/8$223 =100 1\$aWeissmann, GF.,$eauthor. =245 10$aDetermination of Mechanical Design Properties of Materials /$cGF. Weissmann. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThe design of most structural and mechanical parts is based on the modulus of elasticity and a permissible stress level for the materials. Traditionally, these properties are determined from the information obtained by means of tension tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamping. =650 \0$aVibration. =650 \0$aTension tests. =650 \0$aYield strength. =650 \0$aMaterials tests. =650 \0$aMechanical properties. =650 \0$aComposite materials$xMechanical properties. =650 14$aMechanical properties. =650 24$aMaterials tests. =650 24$aYield strength. =650 24$aDamping. =650 24$aVibration. =650 24$aTension tests. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10888J.htm =LDR 03242nab a2200685 i 4500 =001 JTE10895J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10895J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10895J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620.1126$223 =100 1\$aRathore, HS.,$eauthor. =245 10$aFatigue Behavior of Solders Used in Flip-Chip Technology /$cHS. Rathore, RC. Yih, AR. Edenfeld. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThis paper surveys the mechanical fatigue behavior of 5/95 Sn/Pb solder and solder with copper, silver and palladium impurities at different temperatures and on-off cycling frequencies. Presence of copper in 5/95 Sn/Pb creates hard and relatively brittle intermetallics which also significantly decrease the fatigue life of solder. The fatigue cracks were observed to propagate through grain boundaries, although some slip striations were observed within individual grains. There is a significant decrease in the fatigue life of 5/95 Sn/Pb in the temperature range of 85 C to 150 C. The fatigue life of solder decreases with a decrease in cycling frequency. Results have shown that the frequency exponent is equal to 1/5 . Cyclic strain softening was observed in the specimens which were tested under constant total strain control conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSolders. =650 \0$aStrains. =650 \0$aStresses. =650 \0$aImpurities. =650 \0$aTemperature. =650 \0$aCreep properties. =650 \0$aFatigue (materials) =650 \0$aFracture properties. =650 \0$aMechanical properties. =650 \0$aFrequency distribution. =650 \0$aFatigue. =650 \0$aMaterials$xFatigue$xTesting. =650 \0$aStrains and stresses$xTesting. =650 14$aFatigue (materials) =650 24$aImpurities. =650 24$aSolders. =650 24$aTemperature. =650 24$aFrequency distribution. =650 24$aMechanical properties. =650 24$aStrains. =650 24$aStresses. =650 24$aCreep properties. =650 24$aFracture properties. =700 1\$aYih, RC.,$eauthor. =700 1\$aEdenfeld, AR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10895J.htm =LDR 03119nab a2200529 i 4500 =001 JTE10889J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10889J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10889J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.T45 =082 04$a621.3815/2$223 =100 1\$aBerendsohn, O.,$eauthor. =245 10$aQuantitative Adhesion Tests of Vacuum Deposited Thin Films /$cO. Berendsohn. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aAn apparatus for performing quantitative adhesion tests of vacuum deposited thin films on a routine basis was developed by modification of a microhardness tester. The instrument employs a sapphire stylus which is drawn across the film surface until a critical load is established in one pass. This critical load is defined as the weight, in grams, at which the stylus completely removes the film in the contacted area. A number of critical loads for various metallic and dielectric coatings have been established and are being used to control the reliability of optical coatings. In addition, tests were conducted to determine the highest critical load, that is, the best adhesion possible for a given combination of materials and substrates. Typical values ranged from 25 to 100 g, the upper limit being determined by the cohesive strength of the substrate and the hardness and wear resistance of the stylus. The scribe method appears to be a substantial improvement on the "Scotch Tape" technique in that it yields quantitative adhesion data; and, thus, can be used to evaluate optimum deposition parameters, detect coatings of questionable quality, and give an early indication of coating deterioration. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAdhesion. =650 \0$aCoatings. =650 \0$aDeposition. =650 \0$aOptical coatings. =650 \0$aCritical pressure. =650 \0$aThinfilms. =650 \0$aCouches minces. =650 14$aOptical coatings. =650 24$aAdhesion. =650 24$aDeposition. =650 24$aCritical pressure. =650 24$aCoatings. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10889J.htm =LDR 03486nab a2200685 i 4500 =001 JTE10885J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10885J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10885J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA1231.B4 =082 04$a615.9/25391$223 =100 1\$aShabbits, WO.,$eauthor. =245 10$aS-200 Grade Beryllium Fracture Toughness Properties /$cWO. Shabbits, WA. Logsdon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aS-200 grade vacuum hot pressed beryllium fracture toughness properties for both longitudinal and transverse orientations were generated in the temperature ranges between -320°F to 500°F and -320°F to 75°F, respectively. Limited data are presented for observations of fatigue behavior, fractography, dynamic and static tensile properties, and dynamic fracture toughness. Statistical bounds are given for fracture toughness data including a comparison of orientation effects. For longitudinally oriented specimens, fracture toughness increased linearly with temperature up to 300°F, and the 500°F results indicated a rapid increase above 300°F. Transverse fracture toughness was significantly higher and increased more rapidly with temperature than the longitudinal fracture toughness. Fatigue precracking experimentation revealed that beryllium does fatigue, but that current ASTM fatigue precracking procedures are impractical for general testing. In comparison to previously published notched specimen data, fatigue precracked specimens yielded significantly lower fracture toughness properties. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGrowth. =650 \0$aFatigue. =650 \0$aToughness. =650 \0$aFractography. =650 \0$aInpact tests. =650 \0$aFracture strength. =650 \0$aTensile properties. =650 \0$aFracture properties. =650 \0$aTolerances (mechanics) =650 \0$aTemperature measurement. =650 \0$aBeryllium. =650 \0$aBeryllium$xToxicology. =650 \0$aBeryllium$xHealth aspects. =650 14$aBeryllium. =650 24$aFracture properties. =650 24$aTensile properties. =650 24$aFatigue. =650 24$aToughness. =650 24$aTemperature measurement. =650 24$aFractography. =650 24$aTolerances (mechanics) =650 24$aGrowth. =650 24$aFracture strength. =650 24$aInpact tests. =700 1\$aLogsdon, WA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10885J.htm =LDR 03087nab a2200709 i 4500 =001 JTE10883J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10883J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10883J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA1231.B4 =082 04$a615.9/25391$223 =100 1\$aConrad, H.,$eauthor. =245 14$aThe Fracture Toughness of Beryllium /$cH. Conrad, J. Hurd, D. Woodard. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aData on the fracture toughness of beryllium obtained by the authors and that available in the literature are reviewed. The effects of test method, chemistry and microstructure, temperature and strain rate, and fracture modes are discussed. The available data suggest that the fracture toughness of both hot pressed and sheet beryllium is proportional to the product of the true fracture stress and true fracture strain. A rationale for this correlation is developed on the basis of the Griffith-Orowan fracture equation. The effects of temperature and strain rate on the fracture toughness of beryllium sheet follow an Arrhenius-type relation which is in accord with that for prism slip. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTests. =650 \0$aFracture. =650 \0$aEtch pits. =650 \0$aStrain rate. =650 \0$aTemperature. =650 \0$aMetal sheets. =650 \0$aMicrostructure. =650 \0$aSurface energy. =650 \0$aHot pressed block. =650 \0$aTensile properties. =650 \0$aElectron microscopy. =650 \0$aBeryllium. =650 \0$aBeryllium$xToxicology. =650 \0$aBeryllium$xHealth aspects. =650 14$aHot pressed block. =650 24$aMetal sheets. =650 24$aTests. =650 24$aTemperature. =650 24$aFracture. =650 24$aMicrostructure. =650 24$aStrain rate. =650 24$aTensile properties. =650 24$aElectron microscopy. =650 24$aEtch pits. =650 24$aSurface energy. =700 1\$aHurd, J.,$eauthor. =700 1\$aWoodard, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10883J.htm =LDR 02109nab a2200421 i 4500 =001 JTE10882J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10882J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10882J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA1231.B4 =082 04$a615.9/25391$223 =100 1\$aBrown, WF.,$eauthor. =245 10$aASTM Standardization Activities in the Fracture Testing of Beryllium /$cWF. Brown. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aInterest in beryllium as a structural material stems from its low density (about one-fourth that of steel) and its high modulus (about 1.4 times that of steel) Beryllium also has a very low thermal neutron absorption cross section which makes it vattractive for use as a moderator or reflector in spacecraft propulsion systems employing nuclear reactors.However, structural applications have been limited because of beryllium's low "ductility.". =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBeryllium. =650 \0$aBeryllium$xToxicology. =650 \0$aBeryllium$xHealth aspects. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10882J.htm =LDR 02841nab a2200613 i 4500 =001 JTE10887J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10887J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10887J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA355 =082 04$a620.3$223 =100 1\$aPapadakis, EP.,$eauthor. =245 10$aBalanced Resonator for Infrasonic Measurements of Young's Modulus and Damping in Flexure /$cEP. Papadakis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA device called the Balanced Resonator is described and analyzed. It is the flexural analog of the torsion pendulum, and is useful for measuring Young's modulus and the logarithmic decrement in materials in flexure. While the device can be built for operation below 0.1 Hz and above 1000 Hz, the model reported in this paper operates in the vicinity of 1.0 Hz. Its useful features include rapid and convenient operation, frequency below the relaxations in most materials, low equivalent strain rates, moderate size for use in environmental chambers, and specimen configuration identical to ASTM tensile test bars. Experiments to demonstrate the utility of the Balanced Resonator are presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamping. =650 \0$aFlexing. =650 \0$aStiffness. =650 \0$aResonators. =650 \0$aInstruments. =650 \0$aTension tests. =650 \0$aResonant frequency. =650 \0$aModulus of elasticity. =650 \0$aDamping(Mechanics) =650 \0$aNoise control. =650 \0$aVibration. =650 14$aModulus of elasticity. =650 24$aDamping. =650 24$aStiffness. =650 24$aFlexing. =650 24$aResonant frequency. =650 24$aInstruments. =650 24$aResonators. =650 24$aTension tests. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10887J.htm =LDR 02786nab a2200601 i 4500 =001 JTE10894J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10894J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10894J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.16$223 =100 1\$aHickey, CF.,$eauthor. =245 10$aHeat Treatment Effects on the Mechanical Properties in Ti-6A1-6V-2Sn /$cCF. Hickey, PJ. Fopiano. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe effect of heat treatment on the mechanical properties (including fracture toughness) of the titanium alloy Ti-6Al-6V-2Sn has been investigated. Based upon a preliminary hardness survey of solution temperatures from 1300 to 1800°F, solution treatment temperatures of 1400, 1550, and 1700°F were selected for further aging heat treatments ranging from 700 to 1100°F for times up to 32 h. X-ray and electron microscopic observations and elastic modulus determinations were employed and correlated with the mechanical property data. A detailed discussion of the results and observations is contained in this paper. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHardness. =650 \0$aTitanium. =650 \0$aToughness. =650 \0$aHeat treatment. =650 \0$aMicrostructure. =650 \0$aMechanical properties. =650 \0$aModulus of elasticity. =650 \0$aPhase transformations. =650 \0$aMetals$xMechanicalproperties. =650 14$aTitanium. =650 24$aHeat treatment. =650 24$aMechanical properties. =650 24$aHardness. =650 24$aToughness. =650 24$aModulus of elasticity. =650 24$aPhase transformations. =650 24$aMicrostructure. =700 1\$aFopiano, PJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10894J.htm =LDR 02635nab a2200577 i 4500 =001 JTE10644J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10644J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10644J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620.1/126/0287$223 =100 1\$aMajumdar, S.,$eauthor. =245 12$aA Procedure for Strain-Controlled High-Cycle Fatigue Testing at Elevated Temperatures /$cS. Majumdar, DT. Raske, WF. Burke. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA procedure for conducting high-cycle fatigue tests under indirect axial strain control is presented. Stroke control is maintained throughout the tests. However, the frequency of cycling is periodically reduced so that the axial strain can be measured directly, and the stroke signal is adjusted to correct any drift in the axial strain signal. Tests have been conducted to demonstrate the viability of such a procedure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAxial strain. =650 \0$aFatigue tests. =650 \0$aHigh-cycle fatigue. =650 \0$aElevated temperature. =650 \0$aFrequency distribution. =650 \0$aStrain-controlled test. =650 \0$aMaterials$xFatigue$xTesting$xStandards. =650 \0$aFatigue testing machines$xStandards. =650 14$aFatigue tests. =650 24$aAxial strain. =650 24$aFrequency distribution. =650 24$aHigh-cycle fatigue. =650 24$aStrain-controlled test. =650 24$aElevated temperature. =700 1\$aRaske, DT.,$eauthor. =700 1\$aBurke, WF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10644J.htm =LDR 03287nab a2200517 i 4500 =001 JTE10647J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10647J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10647J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.16 =082 04$a620.1/126$223 =100 1\$aShih, TT.,$eauthor. =245 10$aChevron V-Notched Bend Specimen for KIc Measurement of Brittle Materials /$cTT. Shih. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aA chevron V-notched bend specimen is proposed for plane-strain fracture toughness KIc testing of brittle materials. This specimen has the following distinctive advantages over more conventional toughness specimens: (1) the simple geometry can easily be machined, (2) no fatigue precracking is required, (3) no crack length measurements are required (KIc can be calculated from knowledge of the peak load alone), and (4) the test can easily be conducted at elevated temperatures. The proposed specimen was calibrated with a 7079-T6 aluminum alloy of known fracture toughness. Subsequently, the fracture toughness of the ceramic material Pyroceram® 9606 was determined with the same specimen design. The reproducibility of KIc values was found to be excellent: 2.64 MPa.m1/2 ± 3% (2.39 ksi.in.1/2 ± 3%). The proposed specimen design is also recommended as an inexpensive toughness screening test for other structural materials. The chevron V-notch crack starter used in the bend bar specimen is also recommended for use in other specimen designs to improve the capability for both fatigue and stress corrosion threshold testing. In view of the tremendous cost- and time-saving potential associated with the chevron V-notch design, it is recommended that a detailed finite element analysis be performed on this configuration to further substantiate the applied stress and stress intensity conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCeramics. =650 \0$aToughness. =650 \0$aFracture tests. =650 \0$aBrittleness. =650 \0$aFracture mechanics. =650 \0$aGlass$xFracture. =650 14$aCeramics. =650 24$aFracture tests. =650 24$aToughness. =650 24$aBrittleness. =650 24$aChevron V-notch. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10647J.htm =LDR 02660nab a2200673 i 4500 =001 JTE10646J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10646J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10646J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC377 =082 04$a616.8/34$223 =100 1\$aTrantina, GG.,$eauthor. =245 10$aStatistical Fatigue Failure Analysis /$cGG. Trantina. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aA statistical fatigue failure analysis based on the Weibull weakest link concept is described and applied to notched and smooth specimen data to provide an interpretation of the size effect in fatigue results for SAE 4340 steel. The technique of predicting component lifetimes and of calculating effective area and volume is presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aScatter. =650 \0$aSize effect. =650 \0$aEffective area. =650 \0$aFinite elements. =650 \0$aLife prediction. =650 \0$aEffective volume. =650 \0$aFailure probability. =650 \0$aFatigue (materials) =650 \0$aStatistical analysis. =650 \0$aFatigue. =650 \0$aMultiple sclerosis. =650 \0$aMultiple sclerosis$xExercise therapy. =650 14$aFatigue (materials) =650 24$aStatistical analysis. =650 24$aWeibull density functions. =650 24$aScatter. =650 24$aSize effect. =650 24$aLife prediction. =650 24$aFailure probability. =650 24$aEffective area. =650 24$aEffective volume. =650 24$aFinite elements. =650 24$aSteels. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10646J.htm =LDR 03021nab a2200601 i 4500 =001 JTE10648J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10648J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10648J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGN69.8 =082 04$a614/.1$223 =100 1\$aMills, WJ.,$eauthor. =245 10$aOn the Relationship Between Stretch Zone Formation and the J Integral for High Strain-Hardening Materials /$cWJ. Mills. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aThe relationship between stretch zone formation, associated with crack tip blunting, and the J integral was evaluated for materials with high strain-hardening capabilities: Incoloy® 800, Inconel® 600, SA-387 Grade C steel, Type 304 stainless steel, and Alloy A-286. A conventional blunting line commonly used in the construction of a J integral crack growth resistance curve accurately describes stretch zone formation in intermediate and high strength alloys. For low-strength, high strain-hardening materials, however, this conventional blunting line overestimates apparent crack extension associated with stretch zone formation, and it results in an overestimation of ductile fracture toughness values. An alternative blunting line that better describes stretch zone formation in this class of materials is proposed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrains. =650 \0$aJ integral. =650 \0$aDuctile fracture. =650 \0$aCrack tip blunting. =650 \0$aFracture (materials) =650 \0$aCracking (fracturing) =650 \0$aFractures. =650 \0$aFractures, Bone. =650 \0$aWounds and Injuries. =650 \0$aSocial Science. =650 14$aFracture (materials) =650 24$aCracking (fracturing) =650 24$aStrains. =650 24$aDuctile fracture. =650 24$aCrack tip blunting. =650 24$aJ integral. =650 24$aCrack opening displacement. =650 24$aFracture toughness testing. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10648J.htm =LDR 02878nab a2200601 i 4500 =001 JTE10641J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10641J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10641J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN23 =082 04$a622$223 =100 1\$aTakahashi, H.,$eauthor. =245 12$aA Simple Test Method for the Evaluation of Tearing Modulus /$cH. Takahashi, MA. Khan, M. Suzuki. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aMaterial characterization studies using the multi-specimen J resistance curve procedure have been carried out for a variety of alloy steels. These results along with the data from the literature have been used to demonstrate that the J resistance curves can be normalized to a single R curve. It is shown that J-controlled crack growth is reasonably unvarying with the size of the specimen provided the minimum size requirements to insure a J-based dominance of the crack tip region are satisfied. A relatively simple procedure is proposed to permit an assessment of a critical value of the J integral, the slope of the J integral resistance curve, and the tearing modulus from a single specimen. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ integral. =650 \0$aSize effect. =650 \0$aTear strength. =650 \0$aCrack propagation. =650 \0$aStable crack growth. =650 \0$aElastic-plastic fracture. =650 \0$aAlloy steels. =650 \0$aAlloys$xImpact testing. =650 \0$aMechanical wear$xTesting. =650 14$aCrack propagation. =650 24$aAlloy steels. =650 24$aTear strength. =650 24$aJ integral. =650 24$aElastic-plastic fracture. =650 24$aStable crack growth. =650 24$aSize effect. =700 1\$aKhan, MA.,$eauthor. =700 1\$aSuzuki, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10641J.htm =LDR 03410nab a2200637 i 4500 =001 JTE10639J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10639J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10639J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC173.59.S65 =082 04$a530.14/35$223 =100 1\$aAl-Jarallah, M.,$eauthor. =245 10$aVoid Content Prediction in Two-Size Aggregate Mixes /$cM. Al-Jarallah, E. Tons. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe purpose of this research was to develop a method to predict the interparticle voids in combinations of two sizes of aggregates. Theoretical concepts and predictions preceded the experimental work. Statistical techniques and computers were used in the design of the experiment and in the analysis of the data. Graphical presentations and illustrations were also used. The experimental work involved three types of rocks having different geometrical properties. Eight differently sized fractions of each of the three types of aggregates were tested. On the basis of the data collected and analyzed, it was concluded that two-size aggregate mixes that have the same size ratio and equal total packing volumes and that were compacted under identical conditions should have the same interparticle packing void contents. The data collected from the experiments were used to introduce a new method (graphical and analytical) to predict the packing void content in two-size aggregate mixes blended at any ratio. The developed blending design curves covered size ratios ranging between 0.20 and about 0.40. Only the percentage of the two constituents in the mix and the size ratio are needed to predict the packing void content by this new method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRocks. =650 \0$aVoids. =650 \0$aPacking. =650 \0$aAggregates. =650 \0$aPrediction. =650 \0$aSize ratio. =650 \0$aPercent fines. =650 \0$aPacking specific gravity. =650 \0$aGravity. =650 \0$aSpace and time. =650 \0$aSymmetry (Physics) =650 14$aVolume. =650 24$aAggregates. =650 24$aVoids. =650 24$aPacking. =650 24$aPrediction. =650 24$aPacking specific gravity. =650 24$aSize ratio. =650 24$aPercent fines. =650 24$aRocks. =700 1\$aTons, E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10639J.htm =LDR 03157nab a2200613 i 4500 =001 JTE10645J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10645J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10645J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE5091 =082 04$a625.8$223 =100 1\$aLawnicki, JJ.,$eauthor. =245 10$aEffect of Understressing and Coaxing on the Fatigue Limit of a Transverse Butt-Welded Joint /$cJJ. Lawnicki, VC. Cutler. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aA test program was developed to compare both the effects of thermal stress relief and "understressing" and "coaxing" techniques on the predetermined fatigue limits of selected weldments. Approximately 100 specimens were cut from 1025 welded plate and reduced to a finished size of 6.35 mm (0.25 in.) thick by 31.75 mm (1.25 in.) wide by 279.4 mm (11 in.) long. A 6.35-mm (0.25-in.) diameter hole was drilled in the weld to control the failure location. The specimens were subjected to fully reversed bending at selected stress increments until failure occurred. The results indicated that understressing and coaxing produced a marked increase in the effective fatigue limit for all specimens with the most significant increase observed in the specimens that had no thermal stress relief of the weldments. One of the practical applications might be in a case in which a controlled break-in period for welded components is feasible and thermal stress relieving is not. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteel. =650 \0$aCoaxing. =650 \0$aStrain-aging. =650 \0$aWelded joints. =650 \0$aUnderstressing. =650 \0$aFatigue (materials) =650 \0$aThermal stress relief. =650 \0$aFatigue limit. =650 \0$aPavement design. =650 \0$aFlexible pavements. =650 14$aFatigue limit. =650 24$aWelded joints. =650 24$aFatigue (materials) =650 24$aUnderstressing. =650 24$aCoaxing. =650 24$aThermal stress relief. =650 24$aSteel. =650 24$aStrain-aging. =700 1\$aCutler, VC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10645J.htm =LDR 02647nab a2200529 i 4500 =001 JTE10640J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10640J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10640J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aSF375.5.A8 =082 04$a636.30994$223 =100 1\$aLarsen, SA.,$eauthor. =245 14$aThe Influence of Some Variables on Extraction Results of Wool Top /$cSA. Larsen, R. Kumar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAnalyses of test results from interlaboratory tests on extractable matter in wool are reported. A total of ten laboratories were involved in the test that aimed at ascertaining the effect of specimen size, solvent temperature, length of extraction time, and specimen moisture content on the amount of extractable matter. Multiple dependent variable regression analysis of the results using the percentage of extractable matter as a dependent variable showed this to be inversely related (P < 0.01) to specimen size. Extraction time appeared to have some influence, although the relationship was not significant (P > 0.05). It is concluded that the extraction method needs to be revised to specify specimen size. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aExtraction. =650 \0$aStandard test. =650 \0$aQuality control. =650 \0$aInterlaboratory tests. =650 \0$aWool. =650 \0$aWool industry. =650 14$aExtraction. =650 24$aWool. =650 24$aQuality control. =650 24$aStandard test. =650 24$aInterlaboratory tests. =700 1\$aKumar, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10640J.htm =LDR 03045nab a2200541 i 4500 =001 JTE10643J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10643J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10643J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN23 =082 04$a622$223 =100 1\$aKrishnadev, MR.,$eauthor. =245 12$aA Comparative Study of the Effect of Low Temperature on the Fracture Toughness and Cyclic Properties of Two Candidate High-Strength Low-Alloy Steels for Arctic Pipeline Applications /$cMR. Krishnadev, LR. Cutler, A. Galibois. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aBecause of the need for a better understanding of the effect of Arctic low temperature environments on the mechanical behavior of high-strength low-alloy (HSLA) steels, a comparative study has been undertaken to evaluate the effect of low temperature on the mechanical properties of two candidate steels, columbium-molybdenum "acicular ferrite" HSLA steel and high-columbium HSLA steel. The paper presents the data relating to the effect of low temperature on the mechanical properties, namely, dynamic fracture toughness KId properties, through instrumented impact testing of precracked Charpy V-notch samples and cyclic properties of the two steels. It also discusses the results in terms of their significance to material specification, selection, and performance criteria for safe and economical transportation of petroleum resources from the Canadian Arctic. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLow alloy steels. =650 \0$aHigh strength steels. =650 \0$aLow temperature tests. =650 \0$aMechanical properties. =650 \0$aAlloy steels. =650 \0$aAlloys$xImpact testing. =650 \0$aMechanical wear$xTesting. =650 14$aHigh strength steels. =650 24$aLow alloy steels. =650 24$aMechanical properties. =650 24$aLow temperature tests. =700 1\$aCutler, LR.,$eauthor. =700 1\$aGalibois, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10643J.htm =LDR 02615nab a2200601 i 4500 =001 JTE10642J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10642J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10642J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP1180.P39 =082 04$a668/.374$223 =100 1\$aFindley, WN.,$eauthor. =245 10$aEffect of Specimen Shape and Cyclic Loading on Tension Tests of Two Epoxy Resins /$cWN. Findley, RM. Reed. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aCyclic load experiments are reported for two epoxies, one containing rubber particles. With and without interruptions during unloading, the experiments were performed on an Instron machine at a constant rate of head motion using an averaging extensometer capable of strain to fracture and having no dead zone. Results of interrupted unloading tests show the effect of elasticity of the portion of the specimen outside the gage length on the observed stress-strain curves. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aRelaxation. =650 \0$aCyclic loads. =650 \0$aTension tests. =650 \0$aSpecimen shape. =650 \0$aPlastic testing. =650 \0$aStress-strain of epoxy. =650 \0$aEpoxy resins. =650 \0$aPhenolic resins. =650 14$aTension tests. =650 24$aEpoxy resins. =650 24$aCyclic loads. =650 24$aSpecimen shape. =650 24$aCreep. =650 24$aRelaxation. =650 24$aPlastic testing. =650 24$aStress-strain of epoxy. =700 1\$aReed, RM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10642J.htm =LDR 03253nab a2200589 i 4500 =001 JTE12048J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12048J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12048J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aGoulias, DG.,$eauthor. =245 10$aExperimental System for Simulating Crack Propagation in Asphalt Pavements and Effectiveness of Geosynthetics in Crack Retardation /$cDG. Goulias, I. Ishai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThis paper presents the pneumatic moving wheel experimental system and its usefulness in simulating the role of geosynthetics (geogrids) in limiting crack propagation. The simultaneous development of rutting through the experiment was studied as well. The performance of the developed loading system showed that: (1) the moving wheel loading device provides a compact, convenient, simple, and rational experimental tool for investigating the effect of pneumatic wheel loading on the mechanical dynamic behavior of asphaltic layers; (2) two of the failure modes of asphaltic pavements, fatigue cracking and permanent deformation, could be assessed and measured simultaneously; and (3) the relative effect of geosynthetics reinforcement on the retardation of the development of the above distresses during service life was successfully measured to verify quantitatively the contribution of interlayer reinforcement toward the reduction of permanent deformation (rutting) and the increase of asphaltic surface layer life by retarding crack propagation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGeosynthetics. =650 \0$aAsphalt overlays. =650 \0$aPavement fatigue. =650 \0$aPavement rutting. =650 \0$aCrack propagation. =650 \0$aCrack retardation. =650 \0$aReflective cracking. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aReflective cracking. =650 24$aCrack retardation. =650 24$aCrack propagation. =650 24$aPavement rutting. =650 24$aPavement fatigue. =650 24$aGeosynthetics. =650 24$aAsphalt overlays. =700 1\$aIshai, I.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12048J.htm =LDR 02328nab a2200481 i 4500 =001 JTE12057J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12057J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12057J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a620.1/123$223 =100 1\$aRiddell, WT.,$eauthor. =245 12$aA Back-Faced Strain Compliance Expression for the Compact Tension Specimen /$cWT. Riddell, RS. Piascik. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aA numerically generated expression to determine crack length in a compact tension specimen from back-faced strain compliance is presented. The numerically generated back-faced strain expression is bounded by two experimentally determined expressions previously published in the literature. Additionally, stress intensity factor and crack-mouth opening expressions are determined. These expressions agree well with previously published results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack length. =650 \0$aCompact tension specimen. =650 \0$aStrains and stresses. =650 \0$aMechanical prestressing. =650 14$aCompact tension specimen. =650 24$aBack-faced strain compliance. =650 24$aCrack length. =700 1\$aPiascik, RS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12057J.htm =LDR 02731nab a2200541 i 4500 =001 JTE12045J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12045J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12045J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA405 =082 04$a620.1/633$223 =100 1\$aDu, ML.,$eauthor. =245 10$aObservation of the Propagation of Plastic Strain in HSLA 80 Steel /$cML. Du, FP. Chiang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aWe observed using the in-plane moire method the propagation of plastic strain in a uniform tension specimen made of HSLA 80 steel loaded quasi-statically. The steel shows a localized, heterogeneous type of transition from elastic to plastic deformation. Plastic strain generally initiates at one end of the specimen and gradually propagates toward the other end. The magnitude of plastic strain, once initiated and propagation begun, is about seven times the elastic strain. An interface band of the order of a few millimeters separates the elastic and plastic zones. Since it is a nonuniform deformation, local strain measurement methods such as strain gage, clip gage, etc. are not suitable to characterize the mechanical properties of this material. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPropagation. =650 \0$aLocalization. =650 \0$aHSLA 80 steel. =650 \0$aElastic strain. =650 \0$aPlastic strain. =650 \0$aMetals$xPlastic properties. =650 \0$aStrain hardening. =650 14$aHSLA 80 steel. =650 24$aPlastic strain. =650 24$aElastic strain. =650 24$aPropagation. =650 24$aLocalization. =700 1\$aChiang, FP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12045J.htm =LDR 03092nab a2200577 i 4500 =001 JTE12055J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12055J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12055J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD412.S6 =082 04$a547/.08$223 =100 1\$aYarosh, KF.,$eauthor. =245 10$aEIFS Sealant Joint Restoration /$cKF. Yarosh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThe successful performance of exterior insulation and finish systems (EIFS) is related directly to the sealants used to weatherseal the EIFS and adjacent materials to EIFS. With millions of square feet of EIFS installed, proper restoration of EIFS joints can help ensure long-term watertight performance of the EIFS wall. A new test method that closely parallels ASTM C 1135-Test Method for Determining Tensile Adhesion Properties of Structural Sealants, is currently under consideration by ASTM Task Group C 24.20.12. This new test method allows sealant joints to be evaluated in many conditions to more closely simulate actual field conditions. This paper will focus on types of EIFS joint failure and possible causes for failure. Different restoration methods will be discussed with particular attention to the use of sealants to overlay failed sealant joints. A modification to the test method under review by ASTM Task Group C 24.20.12 will be used to evaluate various joint conditions with EIFS, including standard square joints, hourglassshaped joints, overlay joints with wet sealants, and overlay joints with performed sealants. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModulus. =650 \0$aOverlay. =650 \0$aSealants. =650 \0$aSilicone. =650 \0$aElongation. =650 \0$aRestoration. =650 \0$aOrganosilicon compounds. =650 \0$aSilicium. =650 \0$aPolysilanen. =650 14$aEIFS. =650 24$aSealants. =650 24$aSilicone. =650 24$aModulus. =650 24$aElongation. =650 24$aOverlay. =650 24$aRestoration. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12055J.htm =LDR 03232nab a2200649 i 4500 =001 JTE12049J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12049J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12049J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC174.2 =082 04$a534/.22$223 =100 1\$aHonjoh, K.,$eauthor. =245 10$aUltrasonic Signal-Transmission Techniques for Compact Microtunneling Systems /$cK. Honjoh, K. Hoshiya, S. Nakano, H. Kuwano. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThis paper describes ultrasonic transmission techniques for sensor signals transmitted through water-filled pilot pipes for underground microtunneling systems. Underwater ultrasonic waves are used for transmitting the orientation and location signals of a remote-controlled machine. We have investigated the relationship between ultrasonic transmission loss and frequency with propagation distance in water-filled pipes. Digital signals can be transmitted at 100 bps for more than 50 m in 80-mm-diameter steel pipes by using underwater ultrasonic pulse waves above 300 kHz. A compact prototype ultrasonic transmitter and receiver were developed, making it possible to transmit and receive 8-bit signals through flowing water in the pilot pipes by processing their signal waveforms. Field trials demonstrated a range of signal transmission of pitching angle data over a 40-m distance for an actual compact microtunneling system. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlow rate. =650 \0$aFrequency. =650 \0$aPilot pipe. =650 \0$aAir bubbles. =650 \0$aPulse signal. =650 \0$aSoil particles. =650 \0$aMicro-tunneling. =650 \0$aUltrasonic attenuation. =650 \0$aUltrasonic testing. =650 \0$aAttenuation (Physics) =650 \0$aWave mechanics. =650 14$aUltrasonic attenuation. =650 24$aSoil particles. =650 24$aAir bubbles. =650 24$aFrequency. =650 24$aFlow rate. =650 24$aPulse signal. =650 24$aPilot pipe. =650 24$aMicro-tunneling. =700 1\$aHoshiya, K.,$eauthor. =700 1\$aNakano, S.,$eauthor. =700 1\$aKuwano, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12049J.htm =LDR 03660nab a2200517 i 4500 =001 JTE12053J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12053J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12053J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aGu, I.,$eauthor. =245 12$aA CTOD Approach to Predicting Crack Extensions in Aluminum Alloys /$cI. Gu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aA practical method is proposed to calculate crack extensions during stable and subsequent unstable crack growth conditions in aluminum alloy 7075-T651 specimens. Also for aluminum alloy 2024-T351 specimens, the stable crack growth is calculated up to the limit stress. A crack initiated at a critical CTOD extends stepwise in successive increments of CTOD, so that the ratio of a CTOD increment to a crack-extension increment is a critical value, independent of an initial CTOD. The value attained instantaneously at each step of crack extension is different from measurable total CTOA. Some CTOD functions for MT and CT specimens of various sizes and crack lengths are calculated up to their limit loads using finite element analysis. The functions when plotted against applied stress vary little with crack length over a wide range except near the limit stress. The proposed method is based on the calculated functions for a mechanics solution. There seem to be two types in the final phase of fracture: (1) limit load for the 2024-T351 alloy and (2) fracture instability for the 7075-T651 alloy. When the total of CTOD increments during stable crack growth reaches a critical value, fracture instability occurs that characterizes crack extension without further increment of CTOD. Fracture constants are determined so that the calculations may be fitted to available test data with respect to effective and physical crack lengths. The determined fracture constants are transferred to other specimens to predict the failure loads, in good agreement with test loads. Discussions are made on specimen size effects and crack length measurement in the presence of crack tip tunneling. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack extension. =650 \0$aFracture instability. =650 \0$aElastic-plastic fracture. =650 \0$afracture mechanics. =650 \0$aFracture of materials. =650 14$aFracture mechanics. =650 24$aElastic-plastic fracture. =650 24$aCrack tip opening displacement (CTOD) =650 24$aCrack extension. =650 24$aFracture instability. =650 24$aCrack tip opening angle(CTOA) =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12053J.htm =LDR 03194nab a2200613 i 4500 =001 JTE12052J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12052J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12052J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC78.7.T6 =082 04$a616.07 54 05$223 =100 1\$aBossi, RH.,$eauthor. =245 10$aFailure Analysis Using Microfocus X-ray Imaging /$cRH. Bossi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aFailure analysis is an essential element of all engineered products. The goal of failure analysis is the understanding of the root causes of any undesirable effects. Microfocus X-ray imaging (radioscopy and computed tomography) offers detailed information on the internal assembly and material condition of objects under failure analysis investigation. Using advanced systems for the acquisition of radioscopic and computed tomography (CT) images, failure analysis investigations are improved in technical accuracy at a reduced flow time and cost over alternative approaches. A versatile microfocus radioscopic system with CT capability has been implemented successfully as a standard tool in the Boeing Phantom Works Failure Analysis Laboratory. Using this tool, studies of electronic, electromechanical, and composite material items have been performed. Such a system can pay for itself within two years through higher productivity of the laboratory, increased laboratory value to the company, and resolution of critical problems whose worth far exceeds the value of the equipment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aX-ray. =650 \0$aImaging. =650 \0$aComposites. =650 \0$aMicrofocus. =650 \0$aRadioscopy. =650 \0$aElectronics. =650 \0$aFailure analysis. =650 \0$aComputed tomography. =650 \0$aTomography. =650 \0$aRadiological stratigraphy. =650 \0$aTomographic imaging. =650 14$aFailure analysis. =650 24$aX-ray. =650 24$aImaging. =650 24$aMicrofocus. =650 24$aRadioscopy. =650 24$aComputed tomography. =650 24$aElectronics. =650 24$aComposites. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12052J.htm =LDR 04024nab a2200697 i 4500 =001 JTE12054J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12054J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12054J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQK628.5 =082 04$a579.59$223 =100 1\$aCarll, CG.,$eauthor. =245 10$aDecay of Wood and Wood-Based Products Above Ground in Buildings /$cCG. Carll, TL. Highley. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b80 =520 3\$aThis paper is an overview of what we know about occurrence of wood decay above ground within buildings. It presents information concerning under what conditions decay may become established. In laboratory tests involving optimum moisture and temperature conditions for decay fungi, and direct contact with large quantities of specific well-developed decay fungi, substantial decay in small specimens of untreated wood of nondurable species can occur in a few weeks. The simultaneous occurrence of optimum conditions for decay and high degree of inoculation with mature decay fungi is probably very rare in buildings. However, spore germination also proceeds rapidly at optimum moisture and temperature conditions. For most decay fungi, optimum moisture conditions mean moisture contents above fiber saturation (usually around 25 to 30% mc,) but well below the waterlogged condition. Optimal temperatures for most decay fungi are in the range of 21 to 32°C. Untreated wood and wood-based products will not decay if intermittently wetted for short periods to moisture contents above fiber saturation or if wetted to such levels for periods of a few months when temperature is low. However, little is known in quantitative terms about decay development under fluctuating conditions. Moisture and temperature conditions are not expected to fluctuate appreciably behind external insulation and finish system (EIFS) claddings. Given this, we can find nothing in the research literature that would contradict the 20% wood moisture content rule for this application. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAnabiosis. =650 \0$aSheathing. =650 \0$aWood decay. =650 \0$aField studies. =650 \0$aField surveys. =650 \0$aIncipient decay. =650 \0$aFiber saturation. =650 \0$aSpore germination. =650 \0$aBasidiomycete fungi. =650 \0$aMoisture conditions. =650 \0$aTemperature conditions. =650 \0$aWood-decaying fungi$xCongresses. =650 \0$aFungi$xEcology$xCongresses. =650 \0$aBasidiomycetes$xEcology$xCongresses. =650 14$aWood decay. =650 24$aBasidiomycete fungi. =650 24$aFiber saturation. =650 24$aMoisture conditions. =650 24$aTemperature conditions. =650 24$aIncipient decay. =650 24$aAnabiosis. =650 24$aSpore germination. =650 24$aField surveys. =650 24$aField studies. =650 24$aSheathing. =700 1\$aHighley, TL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12054J.htm =LDR 03074nab a2200541 i 4500 =001 JTE12056J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12056J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12056J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA367 =082 04$a620.28$223 =100 1\$aSlotwinski, JA.,$eauthor. =245 10$aUltrasonic Measurement of the Dynamic Elastic Moduli of Small Metal Samples /$cJA. Slotwinski, GV. Blessing. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aUltrasonic velocity measurements were used to determine the dynamic elastic moduli of small metal samples to a 2? measurement uncertainty of better than 1%. The samples were cylindrical in shape, possessing nominal diameters of 12 mm and thicknesses of 6 mm. Aluminum, titanium, and stainless steel compositions were examined. In the longitudinal wave measurements, a 20-MHz quartz piezoelectric element transducer was employed in pulse-echo mode using a tone-burst excitation. These longitudinal time-of-flight measurements were made with a repeatable 2? measurement uncertainty of <=1.0 ns. Shear time-of-flight measurements, using a 10-MHz contact ceramic piezoelectric element transducer subjected to tone-burst excitation, were made with a repeatable 2? measurement uncertainty of ?2.0 ns. NIST calibration facilities provided measurements for the density and lengths of these samples, as needed for the moduli calculations. Results indicate that the measurement uncertainties for elastic moduli measurements of this type can be kept quite small. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aUltrasonics. =650 \0$aElastic moduli. =650 \0$aPoisson's ratio. =650 \0$aYoung's modulus. =650 \0$aNondestructive evaluation. =650 \0$aLevel indicators. =650 \0$aSupersonics. =650 14$aElastic moduli. =650 24$aNondestructive evaluation. =650 24$aPoisson's ratio. =650 24$aUltrasonics. =650 24$aYoung's modulus. =700 1\$aBlessing, GV.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12056J.htm =LDR 03034nab a2200553 i 4500 =001 JTE12050J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12050J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12050J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA413.5 =082 04$a620.1/123/028$223 =100 1\$aHarada, T.,$eauthor. =245 10$aEstimation with a Few Strain Gages of Stress Fields near a Notch Root of Actual Structures Under In-Plane Loading /$cT. Harada, H. Noguchi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aIn this paper, a simple method is proposed for estimating with a few strain gages stress fields near a notch root in plates under in-plane loading. In the present method, the stress fields are estimated by solving the boundary value problems. Concretely, we use the Airy's stress function for an arbitrary plate with a free circular hole, considering an edge near a notch root as a part of a free circular hole. The unknown coefficients of the Airy's stress function are determined from stress values with strain gages along a certain closed curve so that the Airy's stress function satisfies the boundary conditions at the curve. The strain values are measured only at four points on a circular arc whose radius is 1.5 times as large as the notch root radius. The method of least squares is used for determining the unknown coefficients. We demonstrate the present method using eight types of notched plates. We obtained accurate estimation results except for a few cases. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNotch. =650 \0$aCircular hole. =650 \0$aStress function. =650 \0$aStress concentration. =650 \0$astrain gage. =650 \0$aExtensometer. =650 \0$aGages. =650 14$aStress concentration. =650 24$aExperimental stress analysis. =650 24$aNotch. =650 24$aCircular hole. =650 24$aStrain gage. =650 24$aStress function. =700 1\$aNoguchi, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12050J.htm =LDR 02822nab a2200553 i 4500 =001 JTE12046J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12046J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12046J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA862.P4 =082 04$a531$223 =100 1\$aMcCowan, CN.,$eauthor. =245 10$aCharpy Impact Verification Data (1994-1996) :$bA Summary /$cCN. McCowan, CM. Wang, DP. Vigliotti. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aWe present a summary of Charpy impact verification test data that were evaluated by the National Institute of Standards and Technology from January 1994 to December 1996. The Charpy impact machines that met the verification requirements of ASTM Test Methods for Notched Bar Impact Testing of Metallic Materials (E 23) are broken down by year and by reference lot. Based on the data, a proposed verification rule that limits the range of the verification set has been examined. We also present the results for determining whether two energies (lower and upper ends of the machine capacity) or three (lower, middle, and upper) are needed to verify the performance of the large-capacity impact machines; currently E 23 requires three energies to be tested. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImpact testing. =650 \0$aNotched-bar testing. =650 \0$aReference specimens. =650 \0$aPendulum impact machines. =650 \0$aPendulum. =650 \0$aPhysics. =650 14$aCharpy V-notch. =650 24$aImpact certification program. =650 24$aImpact testing. =650 24$aNotched-bar testing. =650 24$aPendulum impact machines. =650 24$aReference specimens. =700 1\$aWang, CM.,$eauthor. =700 1\$aVigliotti, DP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12046J.htm =LDR 03330nab a2200517 i 4500 =001 JTE12051J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12051J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12051J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aGlaser, RA.,$eauthor. =245 10$aData Supporting a Provisional American Society for Testing and Materials (ASTM) Method for Metalworking Fluids, Part 2 :$bPreliminary Report of Evaluation of a Ternary Solvent Blend in a Provisional ASTM Method for Metalworking Fluids (P-42-97) /$cRA. Glaser, S. Shulman, P. Klinger. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aSamples of straight, soluble, semi-synthetic, and synthetic metalworking fluids (MWF) were spiked onto polytetrafluoroethylene (PTFE) membrane filters, stored overnight, and analyzed using a provisional American Society for Testing and Materials (ASTM) method for metalworking fluids. That technique involves collection of aerosolized fluid on PTFE membrane filters and separation of the fluid from co-sampled particulate matter via extraction of the filter with a blend of dichloromethane: methanol:toluene. The extraction of all fluids from the filters was quantitative over the range 200 to 815 µg for the straight fluid, from 223 to 878 µg for the soluble fluid, from 51 to 189 µg for the semisynthetic fluid, and from 102 to 420 µg for the synthetic fluid. For those weights of all four fluids spiked at levels ?200 µg, the precision (%relative standard deviation or %RSD) was estimated to be 4% for the total weight procedure and 5% for the extraction procedure. Limits of quantitation, estimated from blanks carried through the entire analytical procedure, were 30 µg for the weighing technique and 60 µg for the extraction technique. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSpiking study. =650 \0$aAnalytical method. =650 \0$aMetalworking fluids. =650 \0$afinite element analysis. =650 \0$aStructural analysis (Engineering) =650 14$aMetalworking fluids. =650 24$aAnalytical method. =650 24$aSpiking study. =650 24$aLimits of detection and quantitation. =700 1\$aShulman, S.,$eauthor. =700 1\$aKlinger, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12051J.htm =LDR 02325nab a2200469 i 4500 =001 JTE12047J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12047J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12047J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aSrinivasan, MN.,$eauthor. =245 10$aEffect of Austempering Variables on the Quasi-Static and Dynamic Fracture Toughness of Austempered Ductile Iron /$cMN. Srinivasan, S. Komatsu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aStatistical design of experiments was employed to study the effect of austenitizing temperature, austempering temperature, and austempering time on the quasi-static and dynamic fracture toughness of austempered ductile iron of a standard composition. Regression equations were developed to determine the relative significance of the variables in affecting the quasi-static and dynamic fracture toughness of the austempered iron studied. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAustempering time. =650 \0$aAustempering temperature. =650 \0$afracture mechanics. =650 14$aAustempering temperature. =650 24$aAustempering time. =650 24$aFracture toughness testing. =700 1\$aKomatsu, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12047J.htm =LDR 02881nab a2200493 i 4500 =001 JTE12058J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12058J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12058J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aGlaser, RA.,$eauthor. =245 10$aData Supporting a Provisional American Society for Testing and Materials (ASTM) Method for Metalworking Fluids, Part I :$bA Solvent Blend with Wide-Ranging Ability to Dissolve Metalworking Fluids /$cRA. Glaser. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aData are presented to support modification to a provisional American Society for Testing and Materials (ASTM) sampling and analytical technique for metalworking fluids (ASTM P42-97). The method, tentatively recommended by ASTM Subcommittee D-22.04, involves collection of the aerosolized fluid on a filter and separation of the fluid from co-sampled particulate matter via solvent extraction of that fluid from the filter. The solubilities of nine metalworking fluids were tested in seven solvents: acetone, dichloromethane, ethyl acetate, isopropanol, methanol, toluene, water, and three solvent blends: dichloromethane: methanol, dichloromethane:methanol:toluene, and dichloromethane:methanol:hexane. A ternary blend of dichloromethane: methanol:toluene (1:1:1) was found to dissolve samples of the four classes of metalworking fluids within about 1 min. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTernary solvent. =650 \0$aSolubility studies. =650 \0$aMetalworking fluids. =650 \0$afinite element analysis. =650 \0$aStructural analysis (Engineering) =650 14$aMetalworking fluids. =650 24$aASTM analytical method. =650 24$aTernary solvent. =650 24$aSolubility studies. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12058J.htm =LDR 03294nab a2200541 i 4500 =001 JTE10900J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10900J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10900J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD271 =082 04$a547.349256$223 =100 1\$aMcNaney, JM.,$eauthor. =245 10$aElastic Compliance of Four-Point Bend Specimens Comprising Two Linear-Elastic Materials Bonded with a Thin Layer /$cJM. McNaney, RM. Cannon, RO. Ritchie. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe four-point bend "sandwich" specimen, comprising two identical linear-elastic substrates joined by a thin elastic layer, is widely used in the study of strength and toughness of bimaterial joints loaded under nominal mode I loading. As an aid to crack monitoring in such specimen geometries, the linear-elastic compliance based on load-line displacement, back-face strain, and crack-opening displacement has been determined for a wide range of substrate/layer material combinations using finite-element analyses. Calculations for bimaterial systems, with elastic moduli ratios varying from 0.2 to 5 and with joining layer thicknesses between 100 and 500 ?m, show that for crack sizes between 0.1 to 0.7 of the specimen width, the compliance is significantly different from that of the bulk substrates, even when the layer is very thin. It is concluded that crack-opening displacements are preferable for the monitoring and detection of interfacial and near-interfacial cracks in this specimen geometry, as the compliance based on these displacements is the least sensitive to errors from either measurement site or crack location. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompliance methods. =650 \0$aBack-face strain (BFS) =650 \0$aCrack-length monitoring. =650 \0$aThinlayerchromatography. =650 \0$aChromatography,ThinLayer. =650 14$aBimaterial "sandwich" specimen. =650 24$aCrack-length monitoring. =650 24$aCompliance methods. =650 24$aBack-face strain (BFS) =650 24$aLoad-line displacement (LLD) =650 24$aCrack-opening displacement (COD) =700 1\$aCannon, RM.,$eauthor. =700 1\$aRitchie, RO.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10900J.htm =LDR 02601nab a2200565 i 4500 =001 JTE10904J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10904J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10904J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96142$223 =100 1\$aXiangrong, M.,$eauthor. =245 12$aA Study of the Fatigue Softening and Hardening of Steel by the Magnetoelastic Effect Method /$cM. Xiangrong, M. Xingqiao, Z. Youqing. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aWith a specially designed sensor and testing system, a study was made on the changing pattern of the magnetic induction sensitivity signal induced by magnetic anisotropy during the fatigue processing of carbon steel. It was found that signal change has several characteristic stages and obvious extreme points. The points coincided with the position of the fatigue strain peaks. The signal change was related to fatigue softening and hardening, and synchronous with the change in the surface residual stress. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aHardening. =650 \0$aSoftening. =650 \0$aMagnetic anisotropy. =650 \0$aMagnetoelastic effect. =650 \0$aSteel. =650 \0$aSteel$xMetallurgy. =650 \0$aSteel$xMetallography. =650 14$aMagnetoelastic effect. =650 24$aMagnetic anisotropy. =650 24$aFatigue. =650 24$aSoftening. =650 24$aHardening. =700 1\$aXingqiao, M.,$eauthor. =700 1\$aYouqing, Z.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10904J.htm =LDR 02792nab a2200589 i 4500 =001 JTE10906J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10906J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10906J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA462 =082 04$a620.1/1223$223 =100 1\$aPellicane, PJ.,$eauthor. =245 10$aComparison of Optically and Mechanically Measured Deformations in a Finger-Jointed Wood Tension Specimen /$cPJ. Pellicane, RM. Gutkowski, C. Jauslin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aAn advanced finite element program was developed to predict the elastic stresses and strains in a specimen of finger-jointed lumber subjected to uniaxial tension. In this study, two techniques were examined to experimentally determine the deformations in the finger joint. The first method involved photographing at incrementally increasing load levels, predefined targets mounted on the finger joint and measuring the changing distances between targets using stereoscopic instruments. The second method consisted of placing microstrain gages at key locations in the finger-jointed region of the lumber. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aOptical. =650 \0$aFinger joint. =650 \0$aTension loading. =650 \0$aMicrostrain gages. =650 \0$aStrain measurement. =650 \0$aStress corrosion. =650 \0$aCorrosion soustension. =650 \0$aAlliages$xCorrosion sous-tension. =650 14$aWood. =650 24$aFinger joint. =650 24$aStrain measurement. =650 24$aOptical. =650 24$aMicrostrain gages. =650 24$aTension loading. =700 1\$aGutkowski, RM.,$eauthor. =700 1\$aJauslin, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10906J.htm =LDR 03185nab a2200661 i 4500 =001 JTE10898J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10898J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10898J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96142$223 =100 1\$aYang, L.,$eauthor. =245 10$aDeformation and Fatigue Behavior of Vanadium-Based Microalloyed Forging Steel in the As-Forged and Q&T Conditions /$cL. Yang, A. Fatemi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe use of microalloyed (MA) forging steels in the asforged condition can result in the elimination of the costly post-forging quenching and tempering (Q&T) processes. MA steels can therefore serve as economical alternatives to the traditional Q&T steels if equivalent mechanical properties can be obtained. In this study, monotonic and cyclic behaviors of a vanadium-based MA forging steel, one of the most commonly produced MA steels, were investigated under both the as-forged and Q&T conditions. The mechanical properties evaluated and compared include monotonic tensile behavior, cyclic deformation response, and low and high cycle fatigue resistance. Experimental results are presented and the differences in the behaviors under the two processing conditions are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDeformation. =650 \0$aCyclic creep. =650 \0$aFatigue life. =650 \0$aCyclic loading. =650 \0$aCyclic relaxation. =650 \0$aLow cycle fatigue. =650 \0$aMonotonic loading. =650 \0$aMicroalloyed (MA) steel. =650 \0$aCyclic transient behavior. =650 \0$aSteel. =650 \0$aSteel$xMetallurgy. =650 \0$aSteel$xMetallography. =650 14$aMicroalloyed (MA) steel. =650 24$aDeformation. =650 24$aMonotonic loading. =650 24$aCyclic loading. =650 24$aCyclic plastic deformation. =650 24$aCyclic transient behavior. =650 24$aCyclic relaxation. =650 24$aCyclic creep. =650 24$aFatigue life. =650 24$aLow cycle fatigue. =700 1\$aFatemi, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10898J.htm =LDR 02622nab a2200577 i 4500 =001 JTE10903J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10903J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10903J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96142$223 =100 1\$aSabata, A.,$eauthor. =245 10$aTOFSIMS Studies of Cleaning Procedures and Silane Surface Treatments of Steels /$cA. Sabata, BA. Knueppel, WJ. van Ooij. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aSurface contaminants can affect properties such as wet-tability and reactivity in subsequent surface preparation processes. Cleaning of metal substrates has usually been studied by techniques such as AES and XPS. These techniques do not give any information on the molecular structure of the contaminants; however, Time-of-Flight Secondary Ion Mass Spectrometry (TOFSIMS) with its monolayer sensitivity, has been effective in providing structural, molecular information of organic contaminants which may be useful in identifying the source of the contamination. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aZinc. =650 \0$aAdhesion. =650 \0$aAdhesive. =650 \0$aCleaning. =650 \0$aSurface analysis. =650 \0$aSteel. =650 \0$aSteel$xMetallurgy. =650 \0$aSteel$xMetallography. =650 14$aCleaning. =650 24$aSteel. =650 24$aZinc. =650 24$aSurface analysis. =650 24$aAdhesion. =650 24$aAdhesive. =700 1\$aKnueppel, BA.,$eauthor. =700 1\$avan Ooij, WJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10903J.htm =LDR 03287nab a2200577 i 4500 =001 JTE10905J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10905J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10905J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE210.4 =082 04$a625.7/33$223 =100 1\$aMirizzi, SA.,$eauthor. =245 10$aMonitoring of Cement Stabilized Surrogate Waste Using Resonant Frequency Techniques /$cSA. Mirizzi, TM. Baseheart, LA. Rieser, TE. Kramer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aIt is often necessary to track incremental changes in the physical properties of composites with portland cement binders caused by chemical attack, freeze-thaw cycles, and other deterioration mechanisms. The vibration testing procedure presented for measuring the resonant frequency of a specimen is directly applicable to the monitoring of the deterioration of stabilized/solidified waste specimens. The change in the fundamental frequency is significantly more sensitive than the loss of mass to the internal changes in the mechanical properties of specimens. The time and effort required to determine the fundamental frequency of a specimen is also significantly less than that required to determine the loss of mass of the same specimen. The proposed method has been demonstrated to work on small cylindrical specimens (44 mm by 74 mm) with aspect ratios less than 2.0. The use of elastomeric bands as the means of attachment of the specimen to the test equipment does not interfere with or limit other chemical and mechanical performance tests scheduled for the specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAcoustic methods. =650 \0$aDurability testing. =650 \0$aNondestructive testing. =650 \0$aFly ash. =650 \0$aLime. =650 \0$aSoilcement. =650 \0$aSoilstabilization. =650 14$aCement stabilization/solidification (CSS) =650 24$aNondestructive testing. =650 24$aResonant frequency testing. =650 24$aFrequency response function (FRF) =650 24$aDurability testing. =650 24$aAcoustic methods. =700 1\$aBaseheart, TM.,$eauthor. =700 1\$aRieser, LA.,$eauthor. =700 1\$aKramer, TE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10905J.htm =LDR 03185nab a2200649 i 4500 =001 JTE10899J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10899J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10899J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD921 =082 04$a548/.81$223 =100 1\$aSengupta, A.,$eauthor. =245 10$aDynamic Strain Aging in a New Single Crystal Nickel-Based Superalloy (CMSX-4) /$cA. Sengupta, SK. Putatunda. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aTensile behavior of a new single crystal nickel-based superalloy with rhenium (CMSX-4) was studied at both room and elevated temperatures in two different heat-treated conditions. Detailed fractographic studies were carried out to determine the micromechanism of crack growth in tensile loading. Round cylindrical tension specimens were prepared from the single crystal nickel-based superalloy CMSX-4 in [001] orientation. The test specimens had the [001] growth direction parallel to the loading axis in tension. The specimens were given two different heat treatments to produce two different γ' precipitate sizes, i.e., 0.3 ?m and 0.5 ?m, respectively. The tensile properties of these materials were evaluated at room and elevated temperatures in ambient atmosphere as per ASTM E 21, Test Methods for Elevated Temperature Tension Tests of Metallic Materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPinning. =650 \0$aDislocations. =650 \0$aSolute atoms. =650 \0$aSingle crystal. =650 \0$aTrue strain rate. =650 \0$aTensile properties. =650 \0$aDynamic strain aging. =650 \0$aElevated temperature. =650 \0$aNickel-based superalloy. =650 \0$aCrystals. =650 \0$aCrystals$xDefects. =650 \0$aCrystallattices. =650 14$aNickel-based superalloy. =650 24$aSingle crystal. =650 24$aDynamic strain aging. =650 24$aElevated temperature. =650 24$aSolute atoms. =650 24$aDislocations. =650 24$aPinning. =650 24$aTrue strain rate. =650 24$aTensile properties. =700 1\$aPutatunda, SK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10899J.htm =LDR 02492nab a2200493 i 4500 =001 JTE10907J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10907J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10907J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA355 =082 04$a621.8/11$223 =100 1\$aLi, D-B,$eauthor. =245 12$aA Vibration-Based Method for Determining St. Venant Torsional and Warping Stiffnesses of Members with Open Cross-Sections /$cD-B Li, YH. Chui, I. Smith. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA dynamic mechanical property identification method is presented based on a study of composite wood members with an open I-shape cross-section. Besides the bending stiffness which is identified by a bending vibration test, St. Venant torsional stiffness GKs, and warping stiffness EKw are identified by a separate torsional modal analysis. Three kinds of typical I-shape beams have been tested and their properties identified. The approach is based on Euler beam theory and an earlier torsional vibration model developed by the authors. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWarping stiffness. =650 \0$aVibration. =650 \0$aDamping (Mechanics) =650 \0$aDynamics, Rigid. =650 14$aMechanical property identification. =650 24$aSt. Venant torsional stiffness. =650 24$aWarping stiffness. =700 1\$aChui, YH.,$eauthor. =700 1\$aSmith, I.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10907J.htm =LDR 02629nab a2200613 i 4500 =001 JTE10902J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10902J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10902J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE432.2 =082 04$a552$223 =100 1\$aBurnett, AD.,$eauthor. =245 12$aA Quantitative X-Ray Diffraction Technique for Analyzing Sedimentary Rocks and Soils /$cAD. Burnett. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aMineralogical studies of sedimentary rocks or sedimentary deposits are often required for engineering geological projects. X-ray diffraction analytical techniques are usually employed for this purpose but these methods are often complex and involved. Several different X-ray diffraction methods are described and a single suitable procedure is chosen and described in detail. The chosen method includes analysis of both clay and non-clay minerals and qualitative and quantitative interpretation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAnalysis. =650 \0$aSediments. =650 \0$aWhole rock. =650 \0$aClay fraction. =650 \0$aSedimentary rocks. =650 \0$aX-ray diffraction. =650 \0$aQuantitative analysis. =650 \0$aRocks. =650 \0$aMineralogy. =650 14$aAnalysis. =650 24$aClay. =650 24$aClay fraction. =650 24$aMineralogy. =650 24$aSediments. =650 24$aSedimentary rocks. =650 24$aSoil. =650 24$aWhole rock. =650 24$aQuantitative analysis. =650 24$aX-ray diffraction. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10902J.htm =LDR 03575nab a2200565 i 4500 =001 JTE10901J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10901J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10901J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD481 =082 04$a541.2/23$223 =100 1\$aMcKeighan, PC.,$eauthor. =245 12$aA Full Field DC Potential Drop Calibration for an Asymmetrically Cracked M(T) Specimen /$cPC. McKeighan, W-X Zhu, DJ. Smith. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aA direct current (DC) potential drop (PD) calibration tool, in the form of a computer program, is provided that can determine the PD response at any point in an M(T) specimen containing either a symmetric or asymmetric crack. Results from the program were verified using data in the literature and results from an analog simulation. If a standard PD calibration is applied to the PD response for an asymmetric crack, the total crack length will be underestimated which leads to significant stress intensity factor errors for even small amounts of asymmetry. Using the PD response of an asymmetric crack from an analog simulation, three methods to predict individual crack lengths are evaluated. The methods use a two-dimensional (2-D) iterative procedure to solve for crack length given voltages from at least two sets of probes located at different positions on the specimen. Any of the different methods, which use different probe locations as the calibration inputs, yield good crack length predictions for crack length to specimen width ratios a/W greater than 0.25. However, the most numerically robust method resulting in the least error over a large crack length range uses the PD from a centerline probe and the PD difference from two offset probes to predict the crack length. These predictions result in a crack length error that does not exceed ±0.004 W and consequently result in insignificant stress intensity factor errors. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack asymmetry. =650 \0$aAnalog technique. =650 \0$aCalibration errors. =650 \0$aCrack length errors. =650 \0$aPotential drop (PD) =650 \0$aAsymmetry(Chemistry)$vPeriodicals. =650 \0$aChemistry. =650 \0$aMolecular Structure. =650 14$aPotential drop (PD) =650 24$aCrack asymmetry. =650 24$aCrack length errors. =650 24$aCalibration errors. =650 24$aAnalog technique. =700 1\$aZhu, W-X,$eauthor. =700 1\$aSmith, DJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10901J.htm =LDR 03558nab a2200685 i 4500 =001 JTE10897J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10897J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10897J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN295 =082 04$a622/.6$223 =100 1\$aSchmidt, PA.,$eauthor. =245 10$aDevelopment of a Novel Specimen Geometry for Fatigue Testing of Fine Wire /$cPA. Schmidt, RR. Blair, JC. Earthman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aDespite a critical need to predict component life based on wire fatigue data, a survey of the literature indicates that no standard specimen exists for fatigue testing of fine wires. This article describes a plastically formed, precurved loop specimen developed to meet this need. The loop geometry localizes damage, permitting the use of in-situ, automated crack detection systems. The loop specimen is appropriate for wire diameters between a few hundred micrometres to a few millimetres, and for materials with a high elastic modulus. Material properties are presented for a cobalt-chromium-based alloy (Elgiloy) wire used as a practical example. Analytical and finite element stress analyses are presented which quantify the maximum stress at the loop apex. Fatigue life results using the present specimen are given for Elgiloy wire. Post-test SEM examinations are presented to show that fracture initiation takes place at the maximum stress location as predicted by the analyses. A fracture path and morphology characterization is also shown to be consistent with the anticipated stress regimes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWire. =650 \0$aElgiloy. =650 \0$aFatigue. =650 \0$aFine wire. =650 \0$aFatigue testing. =650 \0$aStress analysis. =650 \0$aCorrosion fatigue. =650 \0$aCobalt-chromium alloys. =650 \0$aFinite element modeling. =650 \0$aFatigue testing specimen. =650 \0$aFatigue testing machines. =650 \0$aMine hoisting$xEquipment and supplies$xTesting. =650 \0$aWire rope$xFatigue$xTesting. =650 14$aFatigue. =650 24$aCorrosion fatigue. =650 24$aFatigue testing. =650 24$aFatigue testing specimen. =650 24$aStress analysis. =650 24$aFinite element modeling. =650 24$aWire. =650 24$aFine wire. =650 24$aElgiloy. =650 24$aCobalt-chromium alloys. =700 1\$aBlair, RR.,$eauthor. =700 1\$aEarthman, JC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10897J.htm =LDR 03003nab a2200529 i 4500 =001 JTE10965 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10965$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10965$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN697.A47 =082 04$a669.722$223 =100 1\$aChen, SP.,$eauthor. =245 12$aA Comparative Finite-Element Study of Hot Rolling and Plane Strain Compression Testing of Aluminum AA1050 /$cSP. Chen, S. van der Zwaag. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aA comprehensive study on the comparison of hot rolling and plane strain compression testing (PSC) using the finite-element method (FEM) is reported in the present paper. The key physical variables during hot rolling and PSC testing of aluminum AA1050 are quantified and compared. The results show that the process variables, i.e., local stress, strain, strain rate, and temperature, vary from entry to exit and throughout the thickness of the work piece during hot rolling, while the evolution pattern of these parameters during PSC testing under a constant nominal strain rate is quite uniform. Therefore, for a given amount of nominal deformation (reduction), the loading history and the spatial distributions of these process variables are quite different in both cases. It is indicated that a further examination of the deformation history should be made when applying the relationships established from PSC testing to real industrial hot rolling operations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHot rolling. =650 \0$aAluminum AA1050. =650 \0$aFinite-element method. =650 \0$aPlane strain compression. =650 \0$aAluminumalloys. =650 \0$aAluminum$xMetallurgy. =650 \0$aMechanical alloying. =650 14$aHot rolling. =650 24$aPlane strain compression. =650 24$aFinite-element method. =650 24$aAluminum AA1050. =700 1\$avan der Zwaag, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10965.htm =LDR 02198nab a2200409 i 4500 =001 JTE12328 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12328$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12328$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96142$223 =100 1\$aHack, HP.,$eauthor. =245 10$aReview of Steelwork Corrosion Control-Second Edition /$cHP. Hack. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis book is a thorough review of corrosion control methods for steel structures, with a major emphasis on painting. The contents include chapters on the corrosion of steel, surface preparation, paints and paint coatings, pain application, specialist coating and applications, metal coating, writings effective specifications, quality control of coating operations, designing for corrosion control, maintenance painting, control methods other than coatings, coating defects and failures, the selection of coating systems, protective systems for different situations, and testing of coatings. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteel$xMetallurgy. =650 \0$aSteel$xMetallography. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12328.htm =LDR 03395nab a2200565 i 4500 =001 JTE11428 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11428$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11428$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ175 =082 04$a501$223 =100 1\$aLiu, Y.,$eauthor. =245 10$aEffect of Surface Macrotexture on Skid Resistance Measurements by the British Pendulum Test /$cY. Liu, T. F. Fwa, Y. S. Choo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe British pendulum test is a common procedure for laboratory as well as field measurement of the low-speed friction of a road surface material. It is widely suggested that the measured low-speed friction is largely governed by the surface microtexture of the road material, and many researchers and practitioners have considered the friction measurements made by the British pendulum test to be an indirect form of measurement of available microtexture of the road material. The experimental results presented in this paper show that this general view is not always correct. This study investigated the effects of test surface macrotexture represented by the following two geometric parameters: the size of subcontact areas and the magnitude of gaps between subcontact areas. The test results demonstrated that the low-speed friction measurements by the British pendulum tester were significantly affected by test surface macrotexture. This finding also implies that the closely packed aggregate condition required for the laboratory British pendulum test may not produce a correct assessment of the skid resistance of the true road surface. Laboratory measurements are likely to overestimate the skid resistance of a road surface if the surface aggregate spacing is wider than the spacing of the manually-packed laboratory specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFriction. =650 \0$aMacrotexture. =650 \0$aMicrotexture. =650 \0$aRoad surface. =650 \0$aSkid resistance. =650 \0$aBritish pendulum test. =650 \0$aPendulum. =650 14$aBritish pendulum test. =650 24$aRoad surface. =650 24$aMacrotexture. =650 24$aMicrotexture. =650 24$aSkid resistance. =650 24$aFriction. =700 1\$aFwa, T. F.,$eauthor. =700 1\$aChoo, Y. S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11428.htm =LDR 03570nab a2200553 i 4500 =001 JTE11776 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11776$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11776$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a388$223 =100 1\$aLi, S.,$eauthor. =245 10$aMechanistic-Empirical Characterization of Bonding Between Ultra-Thin White-Topping and Asphalt Pavement /$cS. Li, Y. Li, G. Way, S. Noureldin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThis paper presents a mechanistic-empirical methodology to evaluate the effect of partial bonding on ultra-thin white-topping (UTW) pavement structure. Based on the analytical work conducted for unbonded and fully-bonded interfaces, this paper displays the intrinsic relation between interface bonding and structural capacity, and provides a practical approach torelate interface bonding condition to UTW pavement structure. Information presented herein will help pavement engineers understand the composite behavior of the interface, and improve the current procedures for designing UTW pavement. Also, this paper provides fundamentals for pavement engineers to estimate UTW interface bonding using Falling Weight Deflectometer (FWD) testing. It is concluded that the asphalt layer's Poisson ratio has only a minor effect on the stresses in UTW pavement. Bonding affects the stresses under edge and center loading more significantly than under corner loading. The effect of bonding on the curling stress depends on UTW panel size. If the panel size is very large (3 m x 3 m) or very small (0.6 m x 0.6 m), the effect of bonding is negligible. The curling stress decreases significantly as the bonding condition improves if the panel size is 1.8 m x 1.8 m or 1.2 m x 1.2 m. It is also demonstrated by employing the FWD deflection measurements that as the UTW pavement age increases, its interface bonding may deteriorate. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt pavement. =650 \0$aEquivalent thickness. =650 \0$aUltra-thin white-topping. =650 \0$aPavements, Asphalt$xTesting. =650 \0$aAsphalt$xTesting. =650 14$aUltra-thin white-topping. =650 24$aAsphalt pavement. =650 24$aEquivalent thickness. =650 24$aPartially bonded interface. =650 24$aCoefficient of bonding. =650 24$aFalling Weight Deflectometer testing. =700 1\$aLi, Y.,$eauthor. =700 1\$aWay, G.,$eauthor. =700 1\$aNoureldin, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11776.htm =LDR 03070nab a2200529 i 4500 =001 JTE12250 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12250$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12250$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aZhai, PC.,$eauthor. =245 10$aNumerical Analysis for Small Punch Creep Tests by Finite-Element Method /$cPC. Zhai, T. Hashida, S. Komazaki, QJ. Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aA numerical study is presented that simulates small punch creep (SP-C) tests using a finite-element method (FEM). The objective of the present study is to develop a miniaturized testing methodology for high-temperature creep properties. The numerical simulations have been shown to produce deflection versus time curves that are quantitatively similar to the experimental results obtained on tungsten-alloyed 9 % Cr ferritic steels. It is also demonstrated that the numerically predicted curves show the steady state (secondary) creep stage. Furthermore, the numerical simulations reveal that the magnitude of the equivalent stress in the central region of the SP-C specimen shows no significant change with respect to time at the secondary creep stage, supporting the use of the present SP-C testing method to characterize the secondary creep deformation rate. Finally, an approximate equation is proposed for the assessment of the equivalent stress in the SP-C specimen in terms of the load and testing parameters. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep properties. =650 \0$aEquivalent stress. =650 \0$aFinite-element analysis. =650 \0$afinite element analysis. =650 \0$aStructural analysis (Engineering) =650 14$aSmall punch creep testing. =650 24$aCreep properties. =650 24$aEquivalent stress. =650 24$aFinite-element analysis. =700 1\$aHashida, T.,$eauthor. =700 1\$aKomazaki, S.,$eauthor. =700 1\$aZhang, QJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12250.htm =LDR 03091nab a2200517 i 4500 =001 JTE11238 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11238$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11238$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA711.5 =082 04$a624.15136$223 =100 1\$aHelwany, SMB,$eauthor. =245 10$aLaboratory Impulse Tests for Soil-Underground Structure Interactions /$cSMB Helwany, A. Chowdhury. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aThe dynamic lateral earth pressures resulting from underground detonation can cause severe damage to underground structures. The shock exerted on an underground structure caused by an underground explosion will vary with the detonation depth, the intensity of detonation force, and distance of detonation source from the underground structure. This paper describes four large-scale impulse tests on a 1-m-high pro-totype subsection of an underground structure subjected to controlled impulsive lateral loadings propagating through a 0.75-m-thick backfill soil. The response of the subsection to the impulsive loading is carefully monitored utilizing an extensive instrumentation program. The test results provide insight into the phenomenon of shock wave propagation caused by an impulsive loading emanating from an underground source adjacent to the underground structure. The tests indicated that the damaging effect of impulse loading increased with surcharge pressure (depth) until a threshold surcharge pressure is reached above which the damaging effect of impulse loading decreased. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWave propagation. =650 \0$aUnderground structures. =650 \0$aFinite-element analysis. =650 \0$aRetaining walls. =650 \0$aSoil-structureinteraction. =650 \0$aUnderground construction. =650 14$aSoil-structure interaction. =650 24$aWave propagation. =650 24$aUnderground structures. =650 24$aFinite-element analysis. =700 1\$aChowdhury, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11238.htm =LDR 03149nab a2200565 i 4500 =001 JTE11851 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11851$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11851$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aLarsson, P-L,$eauthor. =245 10$aOn the Mechanical Behavior of Global Parameters in Material Characterization by Sharp Indentation Testing /$cP-L Larsson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aSharp contact problems are examined theoretically and numerically. The analysis is focused on elastic-plastic materials and, in particular, the behavior of global contact quantities, such as mean contact pressure and the size of the contact area, in the transition region where elastic and plastic effects are of equal magnitude. It is shown that under these circumstances, the global contact quantities can be correlated accurately using a single parameter, comprising both geometrical and mechanical properties, if the uniaxial stress-strain curve of the material is represented by the stress level(s) at appropriate value(s) of the accumulated plastic strain. From a practical point of view, the presented results are directly applicable to material characterization or measurements of residual mechanical fields by sharp indentation tests, but also for situations such as contact in gears or in electronic devices. The numerical analysis is performed by using the finite-element method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHardness. =650 \0$aContact area. =650 \0$aSharp indentation. =650 \0$aMechanical properties. =650 \0$aFinite-element analysis. =650 \0$aMaterial characterization. =650 \0$aFinite element method. =650 \0$aTECHNOLOGY & ENGINEERING$xStructural. =650 14$aSharp indentation. =650 24$aMaterial characterization. =650 24$aHardness. =650 24$aContact area. =650 24$aMechanical properties. =650 24$aGlobal parameter correlation. =650 24$aFinite-element analysis. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11851.htm =LDR 03895nab a2200553 i 4500 =001 JTE11925 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11925$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11925$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a624.151$223 =100 1\$aShaheed, M. S.,$eauthor. =245 13$aAn Alternate Method to Determine Asphalt Content of Hot Mix Asphalt Using Volumetric Properties /$cM. S. Shaheed, R. A. Tarefder, M. Zaman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aAccurate determination of asphalt content (AC) in hot mix asphalt (HMA) is essential to evaluate the performance characteristics of HMA pavements. The standard test methods for determining the AC, currently used by the Oklahoma Department of Transportation (ODOT) and other DOTs and asphalt industries, are time-consuming, environmentally unsuitable, and not applicable to several absorptive and dolomitic aggregates. This study has developed a systematic method for the determination of AC using volumetric properties of aggregate, asphalt, and HMA mix. The developed method employed the theoretical maximum specific gravity (Gmm) of an HMA mix, the bulk and apparent specific gravity of the aggregate (Gsb and Gsa), and the specific gravity of the asphalt binder (Gb). The CoreLok™ device is used to determine the volumetric properties of the aggregate and HMA mix. This developed method is easy to use, environmentally safe, time efficient, and accurate. Three different aggregates were selected for the study based on varying gradation, absorption, and ignition oven correction (IOC) factor. HMA mixes were prepared with each of these aggregates using 5.0 %, 5.5 %, and 6.0 % AC. For each of the mixes, AC was calculated using the proposed method and compared with the actual AC value. The predicted AC values were compared with AC values from the ignition oven method (AASHTO T 308) and the solvent extraction method (AASHTO T 164). Results showed that the proposed method predicted the AC of HMA mix accurately. The method introduces a correction factor (Cv), which needs to be determined during the design stage and specified on the mix design information. The Cv value is used to calculate AC by the proposed method during quality assurance and quality control at the production and service life of HMA. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPavement. =650 \0$aIgnition oven. =650 \0$aSolvent extraction. =650 \0$aHot mix asphalt (HMA) =650 \0$aAsphalt. =650 \0$aAsphalt content. =650 14$aAsphalt content. =650 24$aHot mix asphalt (HMA) =650 24$aEffective specific gravity. =650 24$aIgnition oven. =650 24$aSolvent extraction. =650 24$aPavement. =700 1\$aTarefder, R. A.,$eauthor. =700 1\$aZaman, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11925.htm =LDR 02323nab a2200505 i 4500 =001 JTE11896 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11896$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11896$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aHoldsworth, SR.,$eauthor. =245 14$aThe Response of 1CrMoV Rotor Steel to Service-Cycle Thermomechanical Fatigue Testing /$cSR. Holdsworth, E. Mazza, A. Jung. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe testing details and results of a series of service-cycle thermomechanical fatigue (TMF) tests on two heats of a 1CrMoV steam turbine rotor steel are described. Two unexpected features of the tests were the development of testpiece necking and, in one heat of the steel, noninteracting creep and fatigue damage. The paper provides a detailed consideration of these aspects. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep-fatigue damage. =650 \0$aThermomechanical fatigue. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aThermomechanical fatigue. =650 24$aCreep-fatigue damage. =650 24$a1CrMoV steel. =700 1\$aMazza, E.,$eauthor. =700 1\$aJung, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11896.htm =LDR 03167nab a2200577 i 4500 =001 JTE11782 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11782$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11782$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aLucon, E.,$eauthor. =245 10$aOn the Possibility of Avoiding the Use of a Clip Gage When Testing Precracked Charpy-V Specimens in the Ductile-to-Brittle Transition Region /$cE. Lucon, M. Scibetta, E. van Walle. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aFracture toughness testing using bend-type samples, such as precracked Charpy specimens, requires using a clip gage for measuring crack mouth opening displacement (CMOD). This paper demonstrates that it is possible to avoid using a clip gage and use instead machine crosshead displacement (MCD) as an approximation of load-line displacement; this simplifies considerably the test procedure, both in terms of mechanical operations and specimen instrumentation. This is particularly desirable for irradiated materials and when testing subsize specimens. Results obtained in the ductile-to-brittle transition regime from the analysis of 151 toughness tests show that reference temperatures calculated using the Master Curve methodology with CMOD and MCD are fully equivalent within a few degrees. The investigation has been conducted on different materials, test machines, full-size, and subsize specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMaster Curve. =650 \0$aFracture toughness. =650 \0$aMachine compliance. =650 \0$aReference temperature. =650 \0$aLoad-line displacement. =650 \0$aFracture mechanics. =650 14$aFracture toughness. =650 24$aPrecracked Charpy specimens. =650 24$aMaster Curve. =650 24$aReference temperature. =650 24$aCrack mouth opening displacement. =650 24$aLoad-line displacement. =650 24$aMachine crosshead displacement. =650 24$aMachine compliance. =700 1\$aScibetta, M.,$eauthor. =700 1\$avan Walle, E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11782.htm =LDR 02954nab a2200553 i 4500 =001 JTE11504 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11504$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11504$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.T46 =082 04$a721/.0449$223 =100 1\$aEskner, M.,$eauthor. =245 10$aMechanical Property Evaluation Using the Small Punch Test /$cM. Eskner, R. Sandström. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aThe small punch (SP) test technique is an attractive method for evaluating mechanical behavior in materials where only small volumes of materials are available. An SP-test machine was developed where miniature disc specimens 5 and 3 mm in diameter and with thickness ranging between 50 to 400 µm can be investigated. For two materials, a 1Cr-0.5Mo low alloy steel and an 18Cr-9Ni austenitic stainless steel, the stress-strain flow curve was assessed and compared with that in tensile tests. The yield strength was determined from the SP-test by analyzing the initial elastic deformation with help of classical plate bending theory. The effective flow properties in the biaxial stress state were evaluated through analytical modelling of the stretching deformation. Good agreement between the uniaxial and biaxial flow properties was found for the 1Cr-0.5Mo steel and acceptable agreement for the 18Cr-9Ni steel. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDuctility. =650 \0$aLow alloy steel. =650 \0$aStainless steel. =650 \0$aSmall punch test. =650 \0$aMembrane stretching. =650 \0$aUniaxial tensile test. =650 \0$aTensile architecture. =650 14$aSmall punch test. =650 24$aUniaxial tensile test. =650 24$aMembrane stretching. =650 24$aDuctility. =650 24$aLow alloy steel. =650 24$aStainless steel. =700 1\$aSandström, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11504.htm =LDR 03278nab a2200685 i 4500 =001 JTE11586J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11586J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11586J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/126$223 =100 1\$aIrwin, GR.,$eauthor. =245 12$aA Summary of Fracture Mechanics Concepts /$cGR. Irwin, R. de Wit. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThe basic concepts of fracture mechanics are presented in a logical sequence. Each concept is given in a concise definition-like paragraph. The concepts of toughness, process zone, crack, and linear-elastic fracture mechanics are first introduced. The crack-tip characterizations, that is, stress-intensity factor, crack extension force, J integral, and crack-tip opening displacement are then discussed. The constraints in plane stress, plane strain, and three dimensions are pointed out. Various methods of evaluating the crack-tip characterizations are explained. The concept of fracture toughness is presented in relation to resistance curves, dynamics, constraints, and fast-stable crack growth. Some practical empirical fracture toughness relations are given. Then slow-stable crack growth is discussed, that is, stress corrosion cracking, fatigue cracking, corrosion fatigue, and viscous (creep) cracking. The summary concludes with the concept of fracture control plans. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCharpy. =650 \0$aStrain. =650 \0$aStress. =650 \0$aFatigue. =650 \0$aCorrosion. =650 \0$aToughness. =650 \0$aPlasticity. =650 \0$aCrack extension. =650 \0$aCracking (fracturing) =650 \0$aFractures (materials) =650 \0$aModulus of elasticity. =650 \0$aFracture mechanics. =650 14$aFractures (materials) =650 24$aCracking (fracturing) =650 24$aModulus of elasticity. =650 24$aCharpy. =650 24$aCorrosion. =650 24$aCrack extension. =650 24$aFatigue. =650 24$aFracture mechanics. =650 24$aPlasticity. =650 24$aStrain. =650 24$aStress. =650 24$aToughness. =700 1\$ade Wit, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11586J.htm =LDR 02487nab a2200493 i 4500 =001 JTE11581J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11581J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11581J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aCutler, RA.,$eauthor. =245 10$aEffects of Temperature on the Fracture Toughness of Carburizing Steels for High-Temperature Applications /$cRA. Cutler, WC. Leslie. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe fracture toughness of steels with good retention of hardness at elevated temperatures (CarTech EX00053, Timken CBS 600 and 1000M, and Vasco X-2M) was compared with that of conventional carburizing steels (EX55, AISI 4820, 8620, and 9315). The short-rod method was used to determine short rod/short bar fracture toughness KIcSR between 22 and 400°C. Wide variations in fracture toughness were observed over this temperature range. The toughness of EX00053 and CBS 1000M increased sharply between 22 and 100°C with the former having the highest toughness of any of the steels studied. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aCarburizing. =650 \0$aFracture tests. =650 \0$aFracture mechanics. =650 14$aFracture tests. =650 24$aSteels. =650 24$aCarburizing. =650 24$aTemperature dependence of toughness. =700 1\$aLeslie, WC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11581J.htm =LDR 02950nab a2200505 i 4500 =001 JTE11588J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11588J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11588J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/126$223 =100 1\$aThroop, JF.,$eauthor. =245 10$aFracture Mechanics Analysis of the Effects of Residual Stress on Fatigue Life /$cJF. Throop. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aIn this paper it is reemphasized that the effect of residual stress in fatigue is analogous to but not the same as the mean stress effect from applied loads. By including a residual stress term in the stress intensity factor range of the fatigue crack propagation rate equation, one is permitted to include the residual stress in calculations of fatigue life estimates. Using crack shape factors calculated for given aspect ratios of surface flaws and integrating the fatigue crack growth rate da/dN, one obtains an equation for the applied stress-cycles to failure S-N curve that includes the residual stress effect on fatigue performance. In this process of calculation that fact that compressive residual stress has a much stronger influence on fatigue life than tensile residual stress is revealed, mainly because the former decreases the stress intensity factor range and increases the critical crack size while the latter only decreases the critical crack size. A numerical solution of an example illustrates an application of these concepts. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aS-N diagram. =650 \0$aMetal fatigue. =650 \0$aResidual stress. =650 \0$aCrack propagation. =650 \0$aFracture mechanics. =650 14$aResidual stress. =650 24$aCrack propagation. =650 24$aS-N diagram. =650 24$aMetal fatigue. =650 24$aStress intensity factor range. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11588J.htm =LDR 02851nab a2200625 i 4500 =001 JTE11582J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11582J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11582J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS236 =082 04$a671$223 =100 1\$aCoulon, PA.,$eauthor. =245 10$aLife Expectancy for Fossil Steam Turbine Casings after 1000 000 Hours /$cPA. Coulon, H. Saisse, G. Thauvin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aToday with the rapid development of nuclear electricity generation on a large scale, there arises the problem of maintaining fossil fuel generating stations that have been in operation for some 100 000 h or more. Operators usually hope to prolong the service life of units where safety margins permit, with objectives attaining beyond 150 000 h. This is an extremely ambitious program that is thwarted by the very nature of the work demanded from this type of thermal generating station: namely fulfillment of the needs of daily and seasonal peak periods, which increase the number of severe thermal operating transients. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aToughness. =650 \0$aService life. =650 \0$aEmbrittlement. =650 \0$aSteel castings. =650 \0$aCritical defect. =650 \0$aCrack propagation. =650 \0$aAging (metallurgy) =650 \0$aSteam turbine casings. =650 \0$aMetal castings. =650 \0$aFounding. =650 14$aSteel castings. =650 24$aAging (metallurgy) =650 24$aEmbrittlement. =650 24$aSteam turbine casings. =650 24$aService life. =650 24$aToughness. =650 24$aCrack propagation. =650 24$aCritical defect. =700 1\$aSaisse, H.,$eauthor. =700 1\$aThauvin, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11582J.htm =LDR 02708nab a2200553 i 4500 =001 JTE11589J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11589J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11589J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC685.H8 =082 04$a616.1/32$223 =100 1\$aWeissmann, GF.,$eauthor. =245 10$aDetermination of Stress Relaxation by Damping Measurements /$cGF. Weissmann. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThe conventional determination of the stress relaxation properties of metals and their alloys is tedious and time-consuming. The method of predicting stress relaxation in metal strips subjected to uniform bending is based on the work per cycle required to maintain a constant strain energy level for the specimen. The change of the work per cycle with time or the number of cycles has been considered. The data obtained by damping measurements agree very well with a limited number of static stress relaxation measurements. The proposed method of predicting stress relaxation by damping measurements is simple and fast and should be particularly useful for data recorded at or close to room temperature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamping. =650 \0$aMetals testing. =650 \0$aWork per cycle. =650 \0$aMetals properties. =650 \0$aStress relaxation. =650 \0$aEnergy dissipation. =650 \0$aStress management. =650 \0$aRelaxation. =650 14$aStress relaxation. =650 24$aDamping. =650 24$aEnergy dissipation. =650 24$aWork per cycle. =650 24$aMetals testing. =650 24$aMetals properties. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11589J.htm =LDR 02557nab a2200577 i 4500 =001 JTE11587J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11587J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11587J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aMartin, JF.,$eauthor. =245 10$aCyclic Stress-Strain and Fatigue Properties of Sheet Steel as Affected by Load Spectra /$cJF. Martin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aAxial strain controlled fatigue tests were performed without buckling on thin 1.78-mm (0.070-in.) thick hourglass profile sheet steel specimens. Cyclic strain amplitudes up to ±0.015 were obtained. Material properties for cyclic 1stress-strain behavior varied considerably when obtained by using three different procedures. For fatigue resistance, an initial cyclic overstrain did not appreciably affect fatigue life; however, periodic cyclic overstraining did have a noticeable effect. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMild steel. =650 \0$aThin sheet. =650 \0$aAxial stress. =650 \0$aOverstraining. =650 \0$aCyclic behavior. =650 \0$aCyclic axial straining. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFatigue. =650 24$aAxial stress. =650 24$aCyclic axial straining. =650 24$aThin sheet. =650 24$aMild steel. =650 24$aCyclic behavior. =650 24$aOverstraining. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11587J.htm =LDR 02927nab a2200529 i 4500 =001 JTE11583J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11583J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11583J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aTowers, OL.,$eauthor. =245 10$aReview of the Effects of Fatigue Cracking Loads on Plane Strain Fracture Toughness /$cOL. Towers. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aPlane strain fracture toughness for Mode I loading KIc testing standards impose restrictions on the loads used to prepare the fatigue cracks because experiments have shown that if the loads are too high the resulting toughness measurement might be unconservative. Data displaying the effects of fatigue cracking load level on KQ measurements ("candidate" KIc values) have been reviewed and compared to restrictions imposed by two relevant standards on fatigue cracking load level and on the R ratio (KFmin/KFmax). For the majority of the materials studied these restrictions are sufficiently stringent, but for some materials that display a particular tendency to cyclically soften it may be necessary to increase their severity to the maximum value of stress intensity factor in fatigue KFmax ? 0.5 KQ. The basis of the restrictions on R ratio of the two standards is unknown, but relaxation of the limit (? 0.1) is difficult to recommend because of lack of relevant data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStandards. =650 \0$aTest specimens. =650 \0$aCrack initiation. =650 \0$aFracture toughness. =650 \0$aFatigue (materials) =650 \0$aFracture mechanics. =650 14$aFatigue (materials) =650 24$aStandards. =650 24$aCrack initiation. =650 24$aTest specimens. =650 24$aKIc. =650 24$aFracture toughness. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11583J.htm =LDR 03460nab a2200601 i 4500 =001 JTE11585J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11585J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11585J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aCharpentier, PL.,$eauthor. =245 10$aIn-Plane Compression :$bA New Laboratory Forming Technique to Study the Effect of Large Drawing Deformations in Sheets on Their Subsequent Mechanical Behavior /$cPL. Charpentier, HR. Piehler. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThe deformation mode or strain path imposed during sheet forming can have a strong influence on the mechanical behavior of materials, both during and after forming. To study strain path effects, laboratory forming techniques capable of producing deformed samples that are flat, of sufficient size, and relatively free from strain gradients are desirable. A new laboratory forming technique, called in-plane compression, has been developed in this study to produce samples in which the strain state approximates that observed in the flange of a partially drawn cylindrical deep-drawn cup, that is, ?2 < 0, ?1 and ?3 > 0, where ?1, ?2, and ?3 are the principal logarithmic strains. These samples exhibit good strain uniformity and are of adequate size (31.8 by 76.2 mm by sheet thickness) to permit subsequent measurement of the postformed mechanical properties. For a 552-MPa (80-ksi) yield-strength high-strength low-alloy (HSLA) steel, it is shown that the postformed tensile properties after in-plane compression agree well with those observed after cup drawing, thus validating the use of in-plane compression to simulate drawing deformations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrain path. =650 \0$aMetal sheets. =650 \0$aPrestraining. =650 \0$aBauschinger effect. =650 \0$aForming techniques. =650 \0$aAnisotropic hardening. =650 \0$aMechanical properties. =650 \0$aFracture mechanics. =650 14$aMechanical properties. =650 24$aForming techniques. =650 24$aMetal sheets. =650 24$aPrestraining. =650 24$aStrain path. =650 24$aAnisotropic hardening. =650 24$aBauschinger effect. =650 24$aHigh-strength low-alloy steels. =650 24$aFlow and fracture anisotropy. =700 1\$aPiehler, HR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11585J.htm =LDR 03472nab a2200613 i 4500 =001 JTE11584J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11584J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11584J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aTowers, OL.,$eauthor. =245 10$aFatigue Crack Front Shape and Its Effect on Fracture Toughness Measurements /$cOL. Towers. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThe shapes of fatigue cracks in fracture toughness test specimens have been reviewed for a sample of approximately 680 three-point bend specimens. Up to 17% of this sample would be rejected for plane strain fracture toughness for Mode I loading KIc test procedures because of fatigue crack front shape. The corresponding rejection rate to crack tip opening displacement (CTOD) procedures is 3%. The results of published work for aluminum alloys indicate that relaxation of the KIc testing standards' restrictions on shape would not cause undue errors. This indication, however, appears to conflict with a computer model of curved crack fronts in a compact tension specimen. The suggestion is therefore made that the calculation procedures for fracture toughness determinations should be made more appropriate to the curved crack fronts usually observed, before the limits quoted in the standards are relaxed. To reduce the number of crack length measurements the removal of one limit on crack front shape is suggested. Finally, experimental justification for the change from the limits on crack front shape of British Standard Draft for Development DD19 [1972]) to those of the current CTOD testing standard, British Standard Methods for Crack Opening Displacement (COD) Testing BS 5762 (1979), is presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShape. =650 \0$aAcceptance. =650 \0$aFracture tests. =650 \0$aTest specimens. =650 \0$aFatigue loading. =650 \0$aRecommendations. =650 \0$aCrack initiation. =650 \0$aFatigue cracking. =650 \0$aFracture mechanics. =650 14$aFracture tests. =650 24$aTest specimens. =650 24$aCrack initiation. =650 24$aFatigue loading. =650 24$aFatigue cracking. =650 24$aShape. =650 24$aKIc. =650 24$aCrack tip opening displacement. =650 24$aAcceptance. =650 24$aRecommendations. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11584J.htm =LDR 03307nab a2200613 i 4500 =001 JTE103132 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103132$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103132$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL521 .3 .C6 =082 04$a629.47$223 =100 1\$aWatanabe, Shinya,$eauthor. =245 10$aEvaluation of Tensile Strength of Woven Carbon/Epoxy Composite Laminates at Cryogenic Temperatures Using the Open Hole Specimens /$cShinya Watanabe, Yasuhide Shindo, Tomo Takeda, Fumio Narita, Satoru Yamaki. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aWe propose a combined numerical-experimental method for the evaluation of the tensile strength properties of woven carbon fiber reinforced polymer (CFRP) composite laminates at cryogenic temperatures using the open hole specimens. Cryogenic tensile tests were conducted on the open hole specimens of quasi-isotropic woven CFRP laminates, and the length of the hole edge damage zone corresponding to the specimen failure was determined by the microscopic examinations of failed specimens. A finite element based method was developed for estimating the cryogenic tensile strength of the unnotched woven laminates using the experimentally determined failure load and damage zone length. In the damage zone, the material was assumed to carry a uniform normal stress equal to the tensile strength. The results demonstrate that the present method is an efficient approach to measuring the tensile strength of high-strength advanced composites at cryogenic temperatures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrength. =650 \0$aTension test. =650 \0$aCryomechanics. =650 \0$aCryogenic tank. =650 \0$aFinite element method. =650 \0$aTemperature effects. =650 \0$aDegradation. =650 \0$aResidualstrength. =650 \0$aWovencomposites. =650 14$aCryomechanics. =650 24$aFinite element method. =650 24$aTension test. =650 24$aPolymer- matrix composites. =650 24$aStrength. =650 24$aCryogenic tank. =700 1\$aShindo, Yasuhide,$eauthor. =700 1\$aTakeda, Tomo,$eauthor. =700 1\$aNarita, Fumio,$eauthor. =700 1\$aYamaki, Satoru,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103132.htm =LDR 04079nab a2200601 i 4500 =001 JTE103071 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103071$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103071$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH2270 =082 04$a690/.1823$223 =100 1\$aMaref, Wahid,$eauthor. =245 10$aLaboratory Tests of Window-Wall Interface Details to Evaluate the Risk of Condensation on Windows /$cWahid Maref, Nathan Van De Bossche, Marianne Armstrong, Michael A. Lacasse, Hakim Elmahdy, Rock Glazer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aThe development of alternative details to manage water intrusion at the window-wall interface has produced a number of novel approaches to detailing the interface between the window and the adjacent wall assembly. Many of these approaches advocate the need to provide drainage at the rough opening of the window subsill, given that the window components themselves are susceptible to water entry over their expected life. Depending on the types of windows used and the cladding into which the windows are installed, there arise different methods to provide drainage that may also affect air leakage through the assembly. This in turn may give rise to the formation of condensation along the window, at the sill, or along the window sash and glazing panels. Hence, there is a need to determine if, under cold weather conditions, specific interface details that incorporate sill pans provide a potential for condensation on the window components in which air leakage paths may be prominent at the sill or elsewhere on the window assembly. The paper reports on a laboratory evaluation of conditions suitable for the formation of condensation at the window frame perimeter of the interface assembly as a function of both temperature deferential and air leakage rate across the test assembly. A summary of the laboratory test protocol is provided, which includes a description of the test setup and apparatus, fabrication details of the specimen, information on instrumentation and calibration, and experimental results for one type of window (flange window). In parallel, preliminary simulation results were presented and compared to those obtained from the experiment using the commercially available thermal software BISCO. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAir leakage. =650 \0$aLaboratory testing. =650 \0$aWindow condensation. =650 \0$aWindow installation. =650 \0$aWall-window interface. =650 \0$aWindow installations. =650 \0$aWindow interface. =650 \0$aCondensation. =650 14$aAir leakage. =650 24$aLaboratory testing. =650 24$aWindow installation. =650 24$aWall-window interface. =650 24$aWindow condensation. =700 1\$aVan De Bossche, Nathan,$eauthor. =700 1\$aArmstrong, Marianne,$eauthor. =700 1\$aLacasse, Michael A.,$eauthor. =700 1\$aElmahdy, Hakim,$eauthor. =700 1\$aGlazer, Rock,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103071.htm =LDR 02725nab a2200529 i 4500 =001 JTE102921 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102921$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102921$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBF237 =082 04$a152.8/2/0182$223 =100 1\$aAslam, Muhammad,$eauthor. =245 10$aTime Truncated Group Acceptance Sampling Plans for Generalized Exponential Distribution /$cMuhammad Aslam, Debasis Kundu, Chi- Hyuck Jun, Munir Ahmad. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aTwo group acceptance sampling plans are considered for a two-parameter generalized exponential distribution when the life-test is truncated at a pre-specified time. It is assumed that the shape parameter of the generalized exponential distribution is known. The design parameters such as the number of groups and the acceptance number are obtained by satisfying the producer's and consumer's risks at the specified quality levels in terms of medians, under the assumption that the termination time and the number of items in each group are pre-fixed. Examples are provided for illustrative purposes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTruncated life-test. =650 \0$aOperating characteristic. =650 \0$aReceiver operating characteristic curves. =650 \0$aDecision making. =650 \0$aSampling plan. =650 14$aGroup acceptance sampling plan. =650 24$aOperating characteristic. =650 24$aConsumer and producer's risks. =650 24$aTruncated life-test. =700 1\$aKundu, Debasis,$eauthor. =700 1\$aJun, Chi- Hyuck,$eauthor. =700 1\$aAhmad, Munir,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102921.htm =LDR 04563nab a2200649 i 4500 =001 JTE102967 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102967$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102967$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a668.4/22$223 =100 1\$aDunlap, Andrew A.,$eauthor. =245 10$aControlling Condensation Through the Use of Active and Passive Glazing Systems /$cAndrew A. Dunlap, Paul G. Johnson, Curt A. Songer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aSpecial building occupancies, those with a high interior relative humidity, have a specific set of performance requirements to control condensation for exterior window and curtain wall systems. High levels of humidity, if not properly accommodated by glazed exterior wall systems, can result in condensation on and within glazing systems and adjacent construction. The performance of glazing has typically been viewed and analyzed based on overall system performance that generally results in a set of values that do not apply to project specific applications. With this approach, important aspects of a system, as applied to specific buildings, are often overlooked. In this circumstance, the result too often is unacceptable levels of condensation. Unfortunately, many within the design, manufacture, and construction communities do not fully understand the importance of treating each building for the unique set of conditions that it is, and the resultant consequence of not analyzing and treating each humidified building as a unique set of materials, systems, and environmental conditions. Similarly, the analysis methods and tools necessary to predict and prevent condensation are even less familiar within the design and construction industry. As a result, deficient systems and materials may often be installed in these applications, resulting in failures ranging from minor inconvenience to complete loss of service. There are, however, methods that can be used to reduce or eliminate such problems. This paper describes methods and procedures that can be utilized to understand and identify the performance levels required for high humidity spaces and analysis methods (including computer modeling) to predict performance of systems and materials, and this paper also describes both active and passive technologies that have been successful in meeting these needs. Passive design, through the use of high performance glazing, and active technologies, such as heat tracing and heated glass, are considered. Benefits, risks, and appropriate uses of each are identified. Examples are included to illustrate these approaches. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCondensation. =650 \0$aWall systems. =650 \0$aHigh humidity. =650 \0$aThermal analysis. =650 \0$aCondensation control. =650 \0$aHygrothermal analysis. =650 \0$aActive glazing control. =650 \0$aPassive glazing control. =650 \0$aThermosetting composites$xAnalysis. =650 \0$aThermosetting composites. =650 \0$aPlastics. =650 14$aCondensation. =650 24$aActive glazing control. =650 24$aPassive glazing control. =650 24$aWall systems. =650 24$aHigh humidity. =650 24$aGlazed exterior wall systems. =650 24$aCondensation control. =650 24$aHygrothermal analysis. =650 24$aThermal analysis. =700 1\$aJohnson, Paul G.,$eauthor. =700 1\$aSonger, Curt A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102967.htm =LDR 03434nab a2200577 i 4500 =001 JTE103318 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103318$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103318$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR857.P64 =082 04$a610/.28$223 =100 1\$aHalper, Sara R.,$eauthor. =245 10$aComparative Evaluation of the Moisture Permeation of Polyurethane, Polyethylene, and Fluoropolymer Tubing /$cSara R. Halper, Randy M. Villahermosa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aPolymer tubing is used for a variety of applications such as the transport of dry nitrogen and other gases in order to purge systems of moisture and other contaminants. While some polymer tubing are marketed for low-moisture applications, permeation data are often not reported to aid in material selection. Tests were performed to compare moisture permeation for a variety of tubing materials that could be used in dry gas purged systems. The results demonstrated that polyethylene and fluoropolymer tubing exhibited practically no moisture permeation, while polyurethane tubing exhibited a noticeable amount of moisture permeation. The results were compared with the moisture permeation of thin films. The permeation was found to be influenced by many factors as dictated by the various results derived from different brands and different durometers within the same brand. The effect of external relative humidity on permeation was also measured. Approximations can also be made on the internal relative humidity based on the external relative humidity. These approximations can be used as well to determine the maximum possible moisture exposure level outside the tubing or the purge time required for a specific application. The results could assist in material selection based on the desired application. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTubing. =650 \0$aHumidity. =650 \0$aMoisture. =650 \0$aPolyethylene. =650 \0$aPolyurethane. =650 \0$aFluoropolymer. =650 \0$aBiomedical engineering. =650 \0$aArtificial organs. =650 \0$aPolyurethanes in medicine. =650 14$aPolyurethane. =650 24$aPolyethylene. =650 24$aFluoropolymer. =650 24$aTubing. =650 24$aMoisture. =650 24$aHumidity. =700 1\$aVillahermosa, Randy M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103318.htm =LDR 03435nab a2200565 i 4500 =001 JTE103091 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103091$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103091$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a624.2$223 =100 1\$aSeo, Youngguk,$eauthor. =245 10$aDevelopment of a Geothermal Snow Melting System for Highway Overlays and Its Performance Validations /$cYoungguk Seo, Unjong Seo, Juyong Eum, Seok-Jin Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b39 =520 3\$aGeothermal energy has been applied to a snow melting system for highway overlays. This paper described practical steps for the design, construction, and validation of the system. These steps were carried out both in a laboratory and in the field. In the laboratory, a series of heat conductivity tests were carried out to understand the heat transfer characteristics in a pavement layer and to determine an optimum pipe pitch at 50 mm depth. Steel fiber reinforced concrete (SFRC) was proposed as the pavement material to make the system durable in overlays subjected to heavy traffic, and its resistance to construction cracks was tested in the field. In 2009, the first trial version of the geothermal snow melting system was built into a 50 mm thick SFRC overlay. Since then, its snow melting performance has been monitored and evaluated under different snowfall accumulations and intensities. Given the design variables, it took about 30 to 60 minutes to remove snow and ice even under heavy snowfalls. Finally, the construction and operation costs of the developed system were calculated and compared with those of other snow melting methods. It is expected that the developed system will be installed on tunnel entrances and bridge decks on highways once its durability is verified under heavy axle loads. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOverlay. =650 \0$aHeat pump. =650 \0$aGeothermal. =650 \0$aSnow melting. =650 \0$aSteel fiber. =650 \0$aFiber-reinforced plastics. =650 \0$aHigh performance concrete. =650 14$aGeothermal. =650 24$aSnow melting. =650 24$aOverlay. =650 24$aSteel fiber reinforced concrete. =650 24$aHeat pump. =700 1\$aSeo, Unjong,$eauthor. =700 1\$aEum, Juyong,$eauthor. =700 1\$aLee, Seok-Jin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103091.htm =LDR 03298nab a2200529 i 4500 =001 JTE103189 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103189$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103189$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD257.7 =082 04$a661.8$223 =100 1\$aSuleiman, Bashir M.,$eauthor. =245 10$aMeasurements of Thermal Conduction in Partially Saturated Specimens Using the Transient Hot-Disk Technique /$cBashir M. Suleiman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThe hot-disk, also known as the transient plane source technique, is used to measure the thermal conductivity of construction materials. The measurements were done at room temperature and under both dry and partially wet conditions. The technique is a transient one, which uses a flat thin sensor (hot-disk), and it has a dual advantage of short measuring time and low temperature rise (around 1°) across the specimen. This advantage prevents a non-uniform moisture distribution that may arise when the temperature difference across a wet test specimen is maintained for a relatively long time. In addition, the flat thin shape of the hot-disk substantially reduces the contact resistance between the specimen and the sensor. More details about this technique will be discussed. The materials consisted of one specimen of common (sand and cement) plaster, one specimen of ground soft soil, and two specimens of soft and hard bricks. A remarkable increase in the mean conductivity values due to the presence of water has been observed, particularly in the soft specimens. The increase is attributed to the increase in water content within the micro-voids (cavities) of the specimens. In other words, the higher the moisture content is, the greater the thermal conductivity will be. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHot-disk. =650 \0$aBuilding materials. =650 \0$aSaturated specimens. =650 \0$aThermal conductivity. =650 \0$aTransient techniques. =650 \0$aOrganic compounds. =650 \0$aThermal. =650 14$aHot-disk. =650 24$aThermal conductivity. =650 24$aTransient techniques. =650 24$aSaturated specimens. =650 24$aBuilding materials. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103189.htm =LDR 03278nab a2200493 i 4500 =001 JTE103331 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103331$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103331$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE5 =082 04$a625.8$223 =100 1\$aYao, Xun,$eauthor. =245 10$aAutomated Measurements of Road Cracks Using Line-Scan Imaging /$cXun Yao, Ming Yao, Bugao Xu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThis paper presents a new line-scan imaging system for automated measurements of road crack. The system consists of off-the-shelf hardware for real-time image acquisition and the customized image-analysis software for crack detection. A line-scan camera with 2 k pixels, a GigE interface, and a line rate up to 36 kHz was used to scan 3.6-m wide pavements at highway speeds, and a laser line projector was used to cast a transverse beam that overlays the scanline of the camera to eliminate shadows of vehicles and roadside objects and to maintain consistent lighting conditions. In the crack detection algorithms, a pavement image was first divided into grids of 8x8 pixels, and each grid was classified either as a non-crack or crack grid (called seed) using the pixel information of the grid and the overall background. Then, seeds in the vicinity were connected based on geometrical and intensity constrains. The connected seeds served as a candidate for a crack, which were further verified by using the contrast to the pixels along its trace. The paper also reports the experimental results on a designated pavement that was manually rated by an expert, and scanned three-times by the system. The statistic analysis showed that the difference in crack length between the manual and automatic measurements was less than 10 %, and no significant difference among the multiple scans by the system. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLine-scan imaging. =650 \0$aPavement inspection. =650 \0$aPavements$xPerformance. =650 \0$aCrack detection. =650 14$aLine-scan imaging. =650 24$aCrack detection. =650 24$aPavement inspection. =700 1\$aYao, Ming,$eauthor. =700 1\$aXu, Bugao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103331.htm =LDR 02893nab a2200493 i 4500 =001 JTE103233 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103233$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103233$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS156.8 =082 04$a658.5/62$223 =100 1\$aRadhakrishnan, R.,$eauthor. =245 10$aSix Sigma Based Control Chart for Fraction Defectives /$cR. Radhakrishnan, P. Balamurugan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aA control chart is a statistical device used for the study and control of a repetitive process.W.A.Shewart (1931) of Bell Telephone Laboratories suggested control charts based on three sigma limits.Now the companies in developed and developing countries started applying Six Sigma initiatives in their manufacturing process, which results in a lesser number of defects.The companies practicing Six Sigma initiatives are expected to produce 3.4 or less number of defects per million opportunities, a concept suggested by Motorola (1980) If the companies practicing Six Sigma initiatives use the control limits suggested by Shewhart, then no point falls outside the control limits because of the improvement in the quality of the process.In this paper, an attempt is made to construct a Six Sigma based control chart for fraction defectives specially designed for the companies applying Six Sigma initiatives in their organization.Suitable tables are also constructed and presented for engineers to take quick decisions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aProcess control. =650 \0$aSix Sigma. =650 \0$aSix Sigma quality level. =650 \0$aControl chart. =650 14$aSix Sigma quality level. =650 24$aControl chart. =650 24$aProcess control. =650 24$aSix Sigma. =700 1\$aBalamurugan, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103233.htm =LDR 03506nab a2200517 i 4500 =001 JTE103017 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103017$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103017$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aNA2750 =082 04$a729$223 =100 1\$aGorrell, Todd A.,$eauthor. =245 10$aCondensation Problems in Precast Concrete Cladding Systems in Cold Climates /$cTodd A. Gorrell. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThe use of precast concrete panels as a cladding material can provide an economical and attractive method to enclose contemporary buildings. In cold climates, improper detailing or inappropriate construction of precast clad walls can result in widespread water problems due to condensation forming within the wall construction. Condensation may form at the interior of the wall assembly due to inadequate protection against air flow through the wall, such as exfiltration of warm, moist indoor air, or by infiltration of cold outdoor air reaching the interior wall components. The condensation within the wall assembly can also be caused by water vapor diffusion into the wall from the building interior. In addition, inadequate separation and/or insulation between precast panels and adjacent cladding components, such as windows, curtain wall, or metal framing components, can result in surface condensation on these wall elements. The moisture from condensation can cause extensive damage to finish materials, including insulation and gypsum wallboard; can result in corrosion and deterioration of metal components, such as structural connections and metal wall framing; and may result in mold and mildew. This paper will (1) present examples of precast clad building wall construction where significant condensation problems have occurred; (2) discuss typical causes of condensation in precast clad buildings in cold climates; (3) review design considerations to reduce the potential for condensation in new buildings; and (4) present repair methods to address condensation in existing buildings. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCondensation. =650 \0$aVapor retarder. =650 \0$aPrecast concrete. =650 \0$aCladding. =650 \0$aArchitectural design. =650 \0$aAir leakage. =650 14$aPrecast concrete. =650 24$aCladding. =650 24$aCondensation. =650 24$aAir leakage. =650 24$aVapor retarder. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103017.htm =LDR 03898nab a2200589 i 4500 =001 JTE102484 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102484$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102484$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA7 =082 04$a624.151$223 =100 1\$aLi, Xinjun,$eauthor. =245 10$aResponse Behavior of Asphalt Mixtures at Low Temperatures Under Varying Indirect Tensile Test Loading Conditions /$cXinjun Li, Mihai O. Marasteanu, Joseph F. Labuz, R. Christopher Williams. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThis paper investigates the effect of loading level and loading rate on the damage development and strength of asphalt mixtures. Indirect tensile creep tests with different loading levels and strength tests with three loading rates were performed at three low temperatures for ten mixtures. An acoustic emission (AE) system with eight recording channels was used to monitor the development of micro cracking in the specimens for both tests for one mixture. The experimental results show that test temperature has a significant effect on the behavior of the material. Data analysis from the creep test indicates that the creep loading level significantly affects the response of the tested material. The AE rate analysis shows that no actual damage develops when a creep load is less than 20 % of the strength and significant micro damage accumulates when the applied creep load is more than 30 % of the strength value. The loading rate was found to have a significant effect on the measured tensile strength even at a relatively low temperature, and the measured tensile strength increases with the increase of the loading rate for all the test temperatures considered in this study. However, this effect was found to be diluted with the decrease of the test temperature. The AE analysis indicates that a damage zone develops in both the creep and strength tests. The damage zone decreases with temperature decrease and increases with the increase of the loading level applied during the creep test. The damage zone obtained from the strength test was approximately equal to that from the creep testing with a loading level about 25-50 % of the strength value. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aStrength. =650 \0$aLoading rate. =650 \0$aLoading level. =650 \0$aIndirect tension. =650 \0$aAcoustic emission. =650 \0$aStrains and stresses. =650 \0$aMaterials$xDynamic testing. =650 14$aIndirect tension. =650 24$aCreep. =650 24$aStrength. =650 24$aLoading level. =650 24$aLoading rate. =650 24$aAcoustic emission. =700 1\$aMarasteanu, Mihai O.,$eauthor. =700 1\$aLabuz, Joseph F.,$eauthor. =700 1\$aWilliams, R. Christopher,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102484.htm =LDR 03893nab a2200565 i 4500 =001 JTE102999 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102999$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102999$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH7683.H42 =082 04$a621.402$223 =100 1\$aO'Brien, Sean M.,$eauthor. =245 10$aConsiderations for Controlling Condensation in High-Humidity Buildings :$bLessons Learned /$cSean M. O'Brien, Amrish K. Patel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aCondensation problems in general use (i.e., non-humidified) buildings such as offices, schools, and condominiums typically manifest themselves as visible staining on window and door perimeters or minor dripping from overhead components. The relatively low interior moisture levels that are typical of these types of buildings are generally insufficient to cause severe water damage in the short term. At the other end of the spectrum, high-humidity buildings such as museums and natatoriums can suffer extreme damage due to condensation, sometimes within weeks, not years, of completion. High interior moisture levels and, in many cases, differential air pressures, contribute to condensation in both visible locations, such as windows and curtain walls, and concealed locations within walls and roofs. Signs of concealed condensation such as dripping water or rust stains may only become visible after moderate to heavy damage has already occurred within the enclosure. These problems are typically more severe in cold climates, but high-humidity buildings may experience condensation problems in mild climates, where such issues are often not considered by designers due to the lack of prolonged cold weather during the winter. This paper will review the severe and immediate condensation problems that are unique to high-humidity buildings, including surface condensation and concealed condensation due to air leakage through the enclosure. It discusses the theoretical mechanisms by which condensation forms in building enclosures, and illustrates these concepts through various case studies in both cold and mild climates. This paper will focus on design strategies for avoiding problems, but also discusses remedial work to existing buildings, drawing on the author's experience with the investigation and repair of high-humidity buildings. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMuseum. =650 \0$aAirflow. =650 \0$aHospital. =650 \0$aNatatorium. =650 \0$aHigh-humidity. =650 \0$aCondensation. =650 \0$aMoisture control. =650 \0$aHumidity$xControl. =650 14$aCondensation. =650 24$aHigh-humidity. =650 24$aMuseum. =650 24$aNatatorium. =650 24$aHospital. =650 24$aAirflow. =700 1\$aPatel, Amrish K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102999.htm =LDR 03534nab a2200553 i 4500 =001 JTE103029 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103029$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103029$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD7269.S44 =082 04$a338.4/76213815$223 =100 1\$aLiu, S. F.,$eauthor. =245 12$aA Clustering Analysis Model for Golden Die Extractions Based on Wafer Acceptance Test at Semiconductor R&D Stage /$cS. F. Liu, F. L. Chen, S. C. Lin, K. J. Chang, S. M. Yu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aDuring the research and development (R&D) stage of semiconductor fabrication, the R&D engineers make a lot of effort to identify golden dice that meet simulated performance of circuit design. With feedback from wafer acceptance test (WAT) data of the golden dice, the efficiency of process window analysis can be further improved. However, it is difficult for current practices to select golden dice due to limited time and cost concerns. In this research, an analytical model is proposed to analyze WAT data during the R&D stage of semiconductor fabrication to assist R&D engineers in resolving these critical issues. WAT data are collected and utilized to classify dice on a wafer and similar golden dice are then identified based on pre-defined golden dice. Similar golden dice can provide much more important feedback from WAT data, and the efficiency of process window analysis can then be improved. Real WAT data at the R&D stage during semiconductor fabrication were collected from a famous semiconductor manufacturing company and were experimented through the presented methodology. Experimental results show that the presented model can successfully extract representative similar golden dice within clusters. With advice from R&D engineers, the representative similar golden dice extracted from this work are sufficient for subsequent process window analysis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGolden die. =650 \0$aSemiconductor. =650 \0$aWafer Acceptance Test. =650 \0$aPrincipal component analysis. =650 \0$aSelf-organizing map. =650 14$aGolden die. =650 24$aWafer acceptance test. =650 24$aSemiconductor. =650 24$aPrincipal component analysis. =650 24$aSelf-organizing map. =700 1\$aChen, F. L.,$eauthor. =700 1\$aLin, S. C.,$eauthor. =700 1\$aChang, K. J.,$eauthor. =700 1\$aYu, S. M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103029.htm =LDR 03532nab a2200541 i 4500 =001 JTE103165 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103165$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103165$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE200 =082 04$a625.8$223 =100 1\$aUsluogullari, Omer F.,$eauthor. =245 10$aStress-Strain Behavior and California Bearing Ratio of Artificially Cemented Sand /$cOmer F. Usluogullari, C. Vipulanandan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aIn this study, effects of cement content and curing time on the compressive stress-strain relationship and California bearing ratio (CBR) value of artificially cemented sand cured up to 7 days was investigated. The CBR study was focused on investigating the sensitivity of this non-destructive test to measure the changes in the compacted cemented sand properties during construction (limited curing time). The cement content in the cemented sand was varied up to 6 % by weight. The strength, modulus, and unit weight of the artificially cemented sand varied from, 60 to 1250 kPa, 14 to 290 MPa, and 15.98 to 18.33 kN/m3, respectively. The CBR values for cemented sand, compacted using the standard proctor method, varied from 8 to 230 %. Compressive stress-strain relationship of cemented sand was represented by a non-linear relationship. Relationship between compressive properties of cemented sand and the CBR was also investigated. The variation of compressive strength, modulus, and CBR values with curing time were represented using hyperbolic relationships. Finite element method (FEM) was used to model the CBR test, based on the data obtained from the unconfined compression tests for 1.5, 3, and 6 % cemented sand. In the FEM analyses the cemented sand was modeled using linear elastic-perfectly plastic constitutive relationship with Mohr-Coulomb failure criteria. The ratio of predicted to measured CBR values varied from 0.67 to 1.31. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCuring time. =650 \0$aCement content. =650 \0$aFinite element analysis. =650 \0$aCement. =650 \0$aArtificially cemented. =650 \0$aAsphalt content. =650 14$aArtificially cemented sand. =650 24$aCuring time. =650 24$aCement content. =650 24$aUnconfined compressive strength. =650 24$aCalifornia bearing ratio (CBR) =650 24$aFinite element analysis. =700 1\$aVipulanandan, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103165.htm =LDR 03758nab a2200565 i 4500 =001 JTE103291 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103291$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103291$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA680 =082 04$a624.1/8341$223 =100 1\$aBanthia, Nemkumar,$eauthor. =245 10$aInfluence of Feedback Control on Flexural Toughness of Fiber Reinforced Concrete in ASTM C1399 Tests /$cNemkumar Banthia, Sidney Mindess, Zhengwu Jiang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThe influence of feedback control on the measured flexural toughness of fiber reinforced concrete (FRC) remains elusive. Some tests such as ASTM C1609/C1609M-07 require closed-loop control, while others such as ASTM C1399/C1399M-10 are considered control independent, and hence open-loop testing is allowed. Recent field experience has indicated that results from even ASTM C1399/C1399M-10 tests may be test control dependent. Towards this end, a test program was initiated to understand the influence of feedback control in ASTM C1399/C1399M-10 tests. Tests were performed on specimens of two different concrete strengths and one dosage of a polymeric fiber under both open-loop and closed-loop environments. In addition to performing the analysis using the ASTM C1399/C1399M-10 approach, Ri values as per the Canadian Highway Bridge Design Code (CHBDC-S06-16) were calculated. Ri values are derived from the Average Residual Strength (ARS) values obtained from ASTM C1399/C1399M-10 tests. The results indicate that while the influence of feedback control on the measured ARS values in the case of normal strength FRC is only marginal, its influence on high strength FRC is significant. The same applies to the Ri values calculated in CHBDC-S06-16, where the results indicate that based on the published minimum acceptance criteria, the choice of feedback control may in fact govern the acceptance or rejection of a given FRC material. In the context of these findings, it is recommended that beyond a certain compressive strength, ASTM C1399/C1399M-10 tests should only be performed in a closed-loop environment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTesting. =650 \0$aFeedback control. =650 \0$aLoad instability. =650 \0$aFlexural toughness. =650 \0$aFiber reinforced concrete. =650 \0$aFiber reinforced. =650 \0$aPolymers. =650 \0$aConcrete. =650 14$aTesting. =650 24$aFiber reinforced concrete. =650 24$aFlexural toughness. =650 24$aFeedback control. =650 24$aLoad instability. =700 1\$aMindess, Sidney,$eauthor. =700 1\$aJiang, Zhengwu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103291.htm =LDR 02816nab a2200505 i 4500 =001 JTE103062 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103062$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103062$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aPN6014. B889 2011 =082 04$a808.8$223 =100 1\$aWu, Y. C.,$eauthor. =245 10$aDynamic Characteristics of a Recoil System When Firing Projectiles with Mach 4.4 Muzzle Velocity from a 105 mm Cannon /$cY. C. Wu, H. Chang, T. T. Tsung. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThis paper discusses the dynamic characteristics of a recoil system when firing armour-piercing fin-stabilized discarding sabot projectiles. They are fired with a muzzle velocity of Mach 4.4 from a 105 mm caliber cannon either equipped with a multi-perforated muzzle brake (MPMB) or with a bare muzzle. In the recoil system, the MPMB moderates the recoil velocity and prolongs the time of resistance to the propellant gases' force, thereby reducing the inner pressure of the cradle, which possesses both functions of the recoil cylinder and the elevating center, and attenuating the recoil force on the trunnions. The reasons for the formation of each of the dynamic characteristics are discussed. All measurements in this study can be a significant reference for developing guns, tanks, or the chassis of fighting vehicles. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRecoil system. =650 \0$aCannon. =650 \0$aDynamic characteristics. =650 \0$aMuzzle velocity. =650 14$aDynamic characteristics. =650 24$aRecoil system. =650 24$aMuzzle velocity. =650 24$aMulti-perforated muzzle brake (MPMB) =700 1\$aChang, H.,$eauthor. =700 1\$aTsung, T. T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103062.htm =LDR 03474nab a2200517 i 4500 =001 JTE103171 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103171$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103171$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTR693 =082 04$a778.3/5$223 =100 1\$aY?lmaztürk, F.,$eauthor. =245 12$aA Photogrammetric System Design to Determine the Load-Deflection Behaviors of Materials in Civil Engineering /$cF. Y?lmaztürk, S. Kulur. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThis paper defines a photogrammetric system developed to automatically measure displacements at a large number of points on structural elements in static or quasi-static load experiments. The system consists of hardware and software. Basically, the hardware component includes online image acquisition system with three charge coupled device (CCD) cameras and the software comprises the photogrammetric processing of the obtained image data. The computational approach of the system involves initially determining the camera calibration parameters, then calculating three-dimensional (3D) object coordinates of signalized points on the test object during the load test. The measurements are performed in near real-time (<1 s), continuously for previously defined time periods or for a single measurement session after every loading by user intervention. For testing purposes, the system was used in the unconfined compression tests on different cohesive soil samples and load tests on a steel beam. Sub-millimeter object point precision was obtained for the 3D object coordinates in all the measurement sessions of both experiments. The axial deformations of cohesive soil samples were measured with a dial gauge and the comparison of the results obtained from both measurement systems indicated that the proposed photogrammetric system is sufficiently reliable and accurate to monitor the deflection behavior of materials under loading conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLoad tests. =650 \0$aCamera calibration. =650 \0$aDisplacement measurements. =650 \0$aPhotogrammetry. =650 \0$aClose range photogrammetry. =650 14$aClose range photogrammetry. =650 24$aDisplacement measurements. =650 24$aLoad tests. =650 24$aCamera calibration. =650 24$aAutomated image measurement. =700 1\$aKulur, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103171.htm =LDR 02787nab a2200529 i 4500 =001 JTE103205 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103205$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103205$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.42 =082 04$a620.1/126$223 =100 1\$aMix, A. W.,$eauthor. =245 10$aStandardized Polymer Durometry /$cA. W. Mix, A. J. Giacomin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b48 =520 3\$aPolymer durometry is the measurement of the hardness of plastic and rubber materials using an indentor. Many different hardness scales and indentor geometries have been standardized for durometry. Indentation into a solid is governed by linear elastic mechanics, and this paper relates the Young's modulus to standardized hardness scale reading. We nondimensionalized these indentation mechanics, to uncover a normalized Young's modulus, ?, and the dimensionless hardness, H, and then, a new dimensionless indentor stiffness that we call mechanical indentability, Mi. We use Mi for classifying standardized hardness scales. Our results allow practitioners to determine the Young's modulus from measured hardness. Further, our results can be used to convert between hardness scales, not only between hardness scales of the same indentor geometry, but also between those of differing geometry. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHardness. =650 \0$aDurometer. =650 \0$aDurometry. =650 \0$aIndentation. =650 \0$aYoung's modulus. =650 \0$aHardness$xTesting. =650 14$aDurometer. =650 24$aDurometry. =650 24$aHardness. =650 24$aIndentation. =650 24$aYoung's modulus. =700 1\$aGiacomin, A. J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103205.htm =LDR 02799nab a2200589 i 4500 =001 JTE103184 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103184$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103184$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1/7765$223 =100 1\$aHoehler, Matthew S.,$eauthor. =245 10$aShear and Axial Load Measurement Device for Anchors in Concrete /$cMatthew S. Hoehler, Robert K. Dowell, Derrick A. Watkins. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThis paper describes the construction, calibration and experimental validation of a test apparatus to measure axial and shear forces in anchors. Accurate measurement of anchor shear force has historically proven technically challenging. The measurement device, which was developed to capture anchor load distributions on nonstructural components anchored to concrete by multiple post-installed anchors during earthquake loading, makes possible the study of previously inaccessible anchorage behavior. The device described in this paper was designed for single anchors, however, the concept can be extended to larger groups of anchors and may have application in other areas of research and testing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAnchor. =650 \0$aTension. =650 \0$aTesting. =650 \0$aConcrete. =650 \0$aInstrumentation. =650 \0$aShear. =650 \0$aShear (Mechanics) =650 \0$aMeasurement. =650 14$aAnchor. =650 24$aConcrete. =650 24$aInstrumentation. =650 24$aMeasurement. =650 24$aShear. =650 24$aTension. =650 24$aTesting. =700 1\$aDowell, Robert K.,$eauthor. =700 1\$aWatkins, Derrick A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103184.htm =LDR 03150nab a2200517 i 4500 =001 JTE103261 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103261$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103261$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a624.1/8$223 =100 1\$aArwade, Sanjay R.,$eauthor. =245 10$aLength Effects in Tensile Strength in the Orthogonal Directions of Structural Composite Lumber /$cSanjay R. Arwade, Peggi L. Clouston, Meghan T. Krupka. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aThe natural variation of strength properties within brittle materials leads to the phenomenon of size effect which causes the expected strength of a material to decrease as the stressed volume increases. An important implication of size effect is that size adjustment parameters must be incorporated into multi-axial constitutive and failure models used in numerical simulations such as those made using the finite element method. These size adjustments are based on the sizes of the individual elements, rather than the size of the structural member. This experimental study seeks to determine whether such a size effect is present in the orthotropic principal material directions of parallel strand lumber (PSL) and laminated veneer lumber (LVL), and, if the effect is present, to quantify it. Tensile tests were performed on specimens of different test section lengths oriented in the longitudinal, transverse, and through-thickness (PSL only) directions and size effect adjustment parameters were estimated. Statistical results indicate the existence of size effect in LVL and PSL for the longitudinal and transverse directions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aSize effect. =650 \0$aMechanical properties. =650 \0$aComposites. =650 \0$aComposite materials$xMechanical properties. =650 14$aWood. =650 24$aMechanical properties. =650 24$aSize effect. =650 24$aComposites. =700 1\$aClouston, Peggi L.,$eauthor. =700 1\$aKrupka, Meghan T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103261.htm =LDR 03427nab a2200517 i 4500 =001 JTE103073 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103073$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103073$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA297 =082 04$a518$223 =100 1\$aTürker, Temel,$eauthor. =245 13$aAn Approach on Damage Detection of Beams Using Operational and Numerical Modal Analyses /$cTemel Türker, Alemdar Bayraktar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThe study presents an application of a damage detection approach for beam like structures that is based on both operational and numerical modal analyses results obtained from undamaged and damaged cases of a structure. The effectiveness of this approach is assessed by performing investigations on a column model. In the first step of this approach, the damaged member of the column is determined by comparing the mode shapes of the undamaged and damaged cases. For this purpose, the changes on the vectors defined as the differences between the undamaged and damaged mode shapes for each mode are observed. It is assumed that the abrupt change in these vectors shows the existence of the damage. In the second step, the numerical model of the column is created and calibrated according to the experimental results obtained from the undamaged case. To find the damaged section, a step-by-step analysis on the pre-identified member of the column model is performed numerically. For this reason, the natural frequencies obtained from the numerical modal analyses of the column for the damaged case are compared with the experimental results. The minimum difference between the numerical and experimental results indicates the presence of the damage on this section. The approach used in this study provides an important contribution that the number of structural members to be analyzed is limited instead of analyzing all structural members. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMode shapes. =650 \0$aDamage detection. =650 \0$aNumerical Modal Analyses. =650 \0$aNatural frequencies. =650 \0$aModal analysis. =650 14$aDamage detection. =650 24$aModal analysis. =650 24$aMode shapes. =650 24$aNatural frequencies. =650 24$aOperational modal analysis. =700 1\$aBayraktar, Alemdar,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103073.htm =LDR 02867nab a2200433 i 4500 =001 JTE103198 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103198$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103198$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR857.M3 =082 04$a610.28$223 =100 1\$aIskander, Magued G.,$eauthor. =245 10$aSpatial Distribution of the Compressive Stress-Strain of Recycled Polymeric Piling /$cMagued G. Iskander, Amir H. Bozorg-Haddad. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aFiber reinforced polymer (FRP) composites represent an alternative construction material without many of the performance disadvantages of traditional construction materials. The use of FRP as a pile material can eliminate deterioration problems of conventional piling materials in water front environments and aggressive soils. Most of the available polymeric piling for light load applications is made of foamed recycled High Density Polyethylene (HDPE). A comprehensive understanding of the mechanical properties of foamed recycled polymers is essential for widespread use of polymeric piling. This paper presents the results of 178 compression tests conducted to assess the in-plane spatial distribution of the compressive strength of piling made of foamed recycled HDPE. Several methods were attempted to predict the stress-strain of the cross section from the compressive strength of small coupons extracted from within the cross section. Comparing the predicted behavior from coupon specimens to the measured behavior obtained by loading the whole cross section illustrates that the approach is promising. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPolymeric. =650 \0$aPolymeric Piling. =650 \0$aPolymeric composites. =700 1\$aBozorg-Haddad, Amir H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103198.htm =LDR 03331nab a2200517 i 4500 =001 JTE103116 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103116$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103116$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8/5$223 =100 1\$aKim, Hakseo,$eauthor. =245 10$aPerformance Evaluation of Recycled PMA Binders Containing Warm Mix Asphalt Additives /$cHakseo Kim, Soon-Jae Lee, Serji N. Amirkhanian, Tae-Soon Park. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThe performance properties of recycled polymer modified asphalt (PMA) binders containing warm mix asphalt (WMA) additives at high, intermediate, and low temperatures were evaluated. First, each combination of two PMA binders (performance grade (PG) 76-22 from two different sources) and two WMA additives (i.e., Aspha-min® and Sasobit®) were blended to produce warm PMA binders. They were then artificially short-term and long-term aged through the rolling thin film oven and pressure aging vessel procedures. Second, long-term aged warm PMA binders were recycled using two virgin binders (PG 76-22 and PG 70-22), and the recycled binders were artificially aged again. Lastly, Superpave binder tests were performed through the rotational viscometer, the dynamic shear rheometer (DSR), and the bending beam rheometer (BBR). In general, the results of this study suggested that (1) the WMA additives and the aged PMA binders were found to have a significant influence on the performance properties of recycled binders (measured by the DSR and the BBR); (2) the use of PG 70-22 as a virgin binder was effective in offsetting the increase of binder stiffness due to the additives and the aged binders; and (3) the recycled warm PMA binders can result in satisfactory binder performance that meets current Superpave binder requirements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPerformance properties. =650 \0$aRecycled binders. =650 \0$aBinders. =650 \0$aRecycled materials. =650 14$aPMA. =650 24$aWMA. =650 24$aPerformance properties. =650 24$aRecycled binders. =700 1\$aLee, Soon-Jae,$eauthor. =700 1\$aAmirkhanian, Serji N.,$eauthor. =700 1\$aPark, Tae-Soon,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103116.htm =LDR 04314nab a2200589 i 4500 =001 JTE103255 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103255$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103255$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQB343 =082 04$a526/.1$223 =100 1\$aGupta, Ashish,$eauthor. =245 10$aEffect of Cement Kiln Dust and Rock Dust as Mineral Fillers on Bulk Specific Gravity of Fine Aggregates /$cAshish Gupta, Musharraf Zaman, Joakim Laguros, Rouzbeh Ghabchi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b42 =520 3\$aThe bulk specific gravity (Gsb) of aggregates is a critical parameter in the design of asphalt mixes. In the Superpave volumetric mix design, Gsb is used to determine the amount of asphalt binder absorbed by aggregates and the percentage of voids in the mineral aggregate. Problems with the current test methods of measuring the Gsb of fine aggregates, i.e., AASHTO T84 or ASTM C128, have been reported in some previous studies as well as in the current study. These standard test methods remain questionable under certain conditions: (1) When rough and angular as well as small and varying particle size distributions of fine aggregates are present and (2) when water reactive mineral fillers (passing No. 200 sieve) are added to fine aggregates. This study examined the addition of two selected mineral fillers, namely, Cement Kiln Dust (CKD) and rock dust, on the overall Gsb of fine aggregates by employing the AASHTO T84 and the CoreLok-Aggplus test procedures. When using the AASHTO T84 test method, the overall Gsb values reduce for both the additives. When using a newly developed CoreLok method, the Gsb values increased for rock dust up to 10 %, beyond which a reduction is observed. With CKD, the Gsb values show an increase for up to 6 % addition of it and then a decrease is observed. The data suggest that the AASHTO T84 test method may not be applicable in the presence of CKD due to the chemical reactions in the presence of water and the formation of cementitious products. A possibility of chemical reaction due to the presence of limestone in the rock dust and its fine gradation influence the results of the AASHTO T84 test method. Thus, use of the CoreLok method appears more appropriate in the presence of such reactive materials. To further analyze the problem, the specific surface area of fine aggregates and mineral fillers was measured using water vapor and nitrogen adsorption methods. This study also reveals that angular fine aggregates with a high angularity and rough surface texture pose significant difficulty in measuring Gsb by the AASHTO T84 test method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRock dust. =650 \0$aMineral filler. =650 \0$aFine aggregates. =650 \0$aCement kiln dust. =650 \0$aGravity. =650 \0$aBulk specific gravity. =650 \0$aGravity$xMeasurement. =650 14$aBulk specific gravity. =650 24$aFine aggregates. =650 24$aMineral filler. =650 24$aCement kiln dust. =650 24$aRock dust. =650 24$aAASHTO T84. =650 24$aCoreLok-Aggplus. =700 1\$aZaman, Musharraf,$eauthor. =700 1\$aLaguros, Joakim,$eauthor. =700 1\$aGhabchi, Rouzbeh,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103255.htm =LDR 03930nab a2200553 i 4500 =001 JTE103120 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103120$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103120$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRD598.5 =082 04$a617/.413$223 =100 1\$aKrane, Carissa,$eauthor. =245 10$aMechanical Test Methods for Assessing Porcine Carotid and Uterine Artery Burst Pressure Following Ex Vivo Ultrasonic Ligature Seal and Transection /$cCarissa Krane, Margaret Pinnell, Courtney Gardner, Mercedes Thompson, James Coleman, Robert Wilkens. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aA test method was developed to identify those variables important for assessing the performance of ultrasonic surgical devices in ex vivo ligature sealing of porcine carotid and uterine arteries. Ruggedness testing using a small sample size in pilot experiments was conducted using a newly developed test method in an effort to assess the usefulness of this methodology and to identify test variables that might warrant further testing. The development of this test method included the use of a custom-designed prototypic tension device for load-controlled ex vivo vessel stretching during saline perfusion and subsequent seal and transection of porcine arteries with an advanced energy surgical device. The quality of the seal was evaluated as a burst pressure (mmHg). The experimental set-up allowed for either monitoring or controlling specific test conditions, including blood vessel tension during cutting and sealing, saline infusion rate, cutting time, pressure generated in the vessel during cutting, and burst pressure. Both muscular-type uterine and elastic-type carotid arteries were investigated, since energy based devices are most frequently used on muscular-type arteries but are developed and tested using elastic-type arteries. Although confounded with the age of the animal, in the ruggedness test pilot, it was observed that porcine carotid arteries yielded a comparatively lower burst strength seal as compared to porcine uterine arteries. The data generated during ruggedness testing suggests that the artery type and saline infusion rate during transection may be important variables in ex vivo vessel seal testing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBurst pressure. =650 \0$aUltrasonic scalpel. =650 \0$aBlood vessel testing. =650 \0$aBlood vessel prosthesis. =650 \0$aSurgical device testing. =650 14$aEx vivo porcine blood vessel testing. =650 24$aSurgical device testing. =650 24$aBurst pressure. =650 24$aUltrasonic scalpel. =700 1\$aPinnell, Margaret,$eauthor. =700 1\$aGardner, Courtney,$eauthor. =700 1\$aThompson, Mercedes,$eauthor. =700 1\$aColeman, James,$eauthor. =700 1\$aWilkens, Robert,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103120.htm =LDR 03487nab a2200565 i 4500 =001 JTE103133 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103133$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103133$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT174.7 =082 04$a620/.5$223 =100 1\$aAmirkhanian, Armen N.,$eauthor. =245 10$aEvaluation of High Temperature Rheological Characteristics of Asphalt Binder with Carbon Nano Particles /$cArmen N. Amirkhanian, Feipeng Xiao, Serji N. Amirkhanian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aIn recent years, nano technology, a relatively new field in science dealing with structures that are on the nano scale, have been used in numerous applications to improve properties of various materials. However, the use of this technology has not been explored in detail in the area of asphalt binder materials. The objective of this study was to investigate and evaluate the high temperature rheological properties of the binders containing various percentages of carbon nano particles. The experimental design for this study included the utilization of five binder sources, three binder grades (PG 64-22, PG 64-16, and PG 52-28), one type of nano particle, and four percentages of nano particles (0.0 %, 0.5 %, 1.0 %, and 1.5 % by weight of the virgin binder). Some of the rheological characteristics of these binders were obtained, including rotational viscometer (four testing temperatures of 120, 135, 150 , and 165°C) and dynamic shear rheometer. The results of the experiments indicated that the addition of nano particles was helpful in increasing the viscosity, failure temperature, phase angle, and viscous and elastic modulus values and in improving the rutting resistance of the binders. On the other hand, the binder sources and grades generally influenced their rheological properties as the nano particles were added to the asphalt binder. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aG*/sin ?. =650 \0$aViscosity. =650 \0$aPhase angle. =650 \0$aPerformance grade. =650 \0$aNano technology. =650 \0$aNano particles. =650 \0$aOptical materials. =650 14$aNano technology. =650 24$aNano particles. =650 24$aViscosity. =650 24$aPerformance grade. =650 24$aPhase angle. =650 24$aG*/sin ?. =700 1\$aXiao, Feipeng,$eauthor. =700 1\$aAmirkhanian, Serji N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103133.htm =LDR 03023nab a2200517 i 4500 =001 JTE103305 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103305$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103305$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA402 =082 04$a003$223 =100 1\$aWang, Su-Man,$eauthor. =245 14$aThe Evaluation of Affecting Factors of the Chinese Language Learner Market /$cSu-Man Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b50 =520 3\$aThe global scale and speed of the Chinese boom has caused concern in the worldwide community. One concern is the increase in popularity of the Chinese language, possibly paving its way to develop into a dominant language of the world. The widespread use of computers has made learning Chinese more readily available to a diverse amount of people, thus affecting how the Chinese language is learned and making it important to research its impact in the decision-making market. Based on the Fuzzy Delphi method, Chinese language learners first choose the affecting factors influencing their decision to learn the Chinese language. Then, the Analytic Hierarchy Process builds on the Chinese language learning marketing decision-making model, exploring the Chinese language learners' alternatives and the importance of the affecting factors. Finally, sensitivity analysis examines the weight of various criteria for selecting learning methods and their marketing implications. The results of this study provide a view of how promoting Chinese language teaching is relevant to the development of marketing plans in Taiwan. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMarketing. =650 \0$aFuzzy Delphi. =650 \0$aChinese language. =650 \0$aSensitivity analysis. =650 \0$aSystem analysis. =650 \0$aSensitivity theory. =650 14$aChinese language. =650 24$aMarketing. =650 24$aFuzzy Delphi. =650 24$aAHP. =650 24$aSensitivity analysis. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103305.htm =LDR 02878nab a2200529 i 4500 =001 JTE20130125 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130125$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130125$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHA31.2 =082 04$a300/.1/5195$223 =100 1\$aPearn, W. L.,$eauthor. =245 10$aApproximately Unbiased Estimator for Non-Normal Process Capability Index CNpk /$cW. L. Pearn, Y. T. Tai, I. F. Hsiao, Y. P. Ao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aProcess capability indices (PCIs) have been extensively used to evaluate and measure whether the process meets the specifications and they provide quality assurance and guide a principal for quality improvement. The index Cpk is the most popular index and is widely used in the manufacturing industry for manufacturing yield evaluation. However, typical evaluations of Cpk depend heavily on the assumption of normal variability. When the underlying distributions are non-normal, the capability evaluations are highly unreliable. In the paper, we apply four various bootstrap methods to construct lower confidence bounds of CNpk for non-normal processes. We also propose an approximately unbiased estimator of CNpk for the non-normal processes. Comparisons among the four bootstrap methods with different estimators are provided. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBootstrap. =650 \0$aNon-normal process. =650 \0$aLower confidence bound. =650 \0$aSocial sciences$xStatistical methods. =650 \0$aBootstrap (Statistics) =650 \0$aInference. =650 14$aNon-normal process. =650 24$aLower confidence bound. =650 24$aBootstrap. =700 1\$aTai, Y. T.,$eauthor. =700 1\$aHsiao, I. F.,$eauthor. =700 1\$aAo, Y. P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130125.htm =LDR 02993nab a2200553 i 4500 =001 JTE20130074 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130074$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130074$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519.2/4$223 =100 1\$aNohut, Serkan,$eauthor. =245 10$aOptimal Linear Regression Estimator in the Fitting of Weibull Strength Distribution /$cSerkan Nohut, Chunsheng Lu, Lovro Gorjan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b62 =520 3\$aThe strength of ceramics is characterized by a wide scatter because of pre-existing cracks that occur during the manufacturing and machining processes. The Weibull distribution is one of the most widely used functions for the characterization of strength data. A linear regression method is generally applied in the estimation of Weibull parameters for its simplicity and low overestimation, in which probability estimators play an important role. In this paper, an optimal probability estimator for different sample sizes is obtained by using alumina strength data. In comparison with other commonly used estimators, the optimal probability estimator shows less bias and higher safety. The performance of the optimal probability estimator is also verified by other experimental strength data. In conclusion, an optimal probability estimator constant of 0.25 is suggested in practical applications. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAlumina. =650 \0$aFailure probability. =650 \0$aLinear regression. =650 \0$aStrength. =650 \0$aWeibull distribution. =650 \0$aDistribution (Probability theory) =650 \0$aWeibull method. =650 14$aAlumina. =650 24$aStrength. =650 24$aWeibull distribution. =650 24$aLinear regression. =650 24$aFailure probability. =700 1\$aLu, Chunsheng,$eauthor. =700 1\$aGorjan, Lovro,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130074.htm =LDR 02839nab a2200505 i 4500 =001 JTE20130182 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130182$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130182$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK5105.5 =082 04$a004.6$223 =100 1\$aZhang, Yang,$eauthor. =245 10$aDesign and Evaluation of Efficient Router Architecture for Triplet-Based Network-on-Chip Topology /$cYang Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aA network-on-chip (NoC) router serves an important function in network communication performance. A high-performance router will help build a high-throughput, power-efficient, and low-latency NoC. However, the existing baseline router of a triplet-based NoC topology cannot fully optimize the potential performance, because it does not consider the characteristics of triplet-based NoC topology. This paper presents the topology-related router architecture for a triplet-based topology, called X Router. The baseline router architecture is optimized using four measures, namely, simplified crossbar switch, express virtual channel, group-priority scheme, and shared buffer organization. Simulation results using the cycle-accurate simulator Noxim show that the X Router cannot only decrease traffic latency and energy consumption, but also improve throughput over the baseline router architecture. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNetwork-on-chip. =650 \0$aRouter architecture. =650 \0$aPerformance evaluation. =650 \0$aTriplet-based topology. =650 \0$aRouter. =650 \0$aInternet. =650 14$aNetwork-on-chip. =650 24$aRouter architecture. =650 24$aTriplet-based topology. =650 24$aPerformance evaluation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130182.htm =LDR 02334nab a2200529 i 4500 =001 JTE20140108 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140108$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140108$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD117.T5 =082 04$a545/.4$223 =100 1\$aBlaine, Roger,$eauthor. =245 13$aAn Introduction to Lifetime Testing by Thermogravimetry /$cRoger Blaine. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aThe history of lifetime testing by thermogravimetry is traced from its origin in the electrical industry in the early 20th century, through the development of synthetic polymers and the development of thermal analytic methods, to the present where thermal analytic standards are available. The impact of thermal analysis, especially thermogravimetry, on the past, present, and future of lifetime testing is explored. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aKinetics. =650 \0$aLifetime. =650 \0$aOven-agin. =650 \0$aThermal analysis. =650 \0$aThermal endurance. =650 \0$aThermogravimetry. =650 14$aKinetics. =650 24$aThermal endurance. =650 24$aLifetime. =650 24$aThermal analysis. =650 24$aThermogravimetry. =650 24$aOven-agin. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140108.htm =LDR 03531nab a2200517 i 4500 =001 JTE20130330 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130330$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130330$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.9.S63 =082 04$a006.3$223 =100 1\$aChang, Yung-Chia,$eauthor. =245 12$aA Novel Credit Risk Assessment Model Using a Granular Computing Technique /$cYung-Chia Chang, Kuei-Hu Chang, Chien-Wen Hsiao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aInformation about financial risk almost always contains a problem of class imbalance. Class-imbalanced data refers to the asymmetric categories of data, and it is divided into a major class and a minor class. If we guide all information into the training sample to model of this situation, it may happen that the accuracy rate of the major class is high, but the accuracy rate of the minor class is too low. Many risk assessment models have been developed in many studies, but most of them only use sampling methods to deal with the class-imbalanced data; this may cause the distortion of information. In order to effectively solve the problem of class imbalance in credit risk assessment, this paper proposed a novel credit risk assessment model using a granular computing technique to construct a risk assessment model to provide a better insight into the essence of data and effectively solve class imbalance problems. On the other hand, in order to improve the lack of granular computing and enhance the efficiency of the credit risk assessment model, this paper adds a new index, "% of minor class (PM)," to avoid a situation in which minor class data spread to the major class granular. Finally, this paper also compares the results of the area under the receiver operating characteristic curve (AUC) and G-means methods for dealing with class-imbalanced data. The results demonstrate that the proposed granular computing credit assessment model would have better results than other sampling models. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aClass imbalance. =650 \0$aRisk assessment. =650 \0$aGranular computing. =650 \0$aGranular computing$vCongresses. =650 \0$aSoft computing. =650 14$aRisk assessment. =650 24$aClass imbalance. =650 24$aGranular computing. =650 24$aCredit risk assessment model. =700 1\$aChang, Kuei-Hu,$eauthor. =700 1\$aHsiao, Chien-Wen,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130330.htm =LDR 02934nab a2200517 i 4500 =001 JTE20140145 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140145$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140145$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96/142$223 =100 1\$aMoukhina, Elena,$eauthor. =245 10$aComparison of Isothermal Predictions Based on Model-Free and Model-Based Kinetic Methods /$cElena Moukhina. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aIsothermal predictions based on dynamic measurements do not work correctly for all reactions. This work considers isothermal predictions for model-free and model-based methods for simple reactions and two-step reactions. It is shown that for complex reactions, the model-free analysis based on dynamic measurements always depends on the heating rates of measurements. For this reason, predicted times to a specified degree of conversion are often much longer than true times. Kinetic data from model-free analyses can provide correct isothermal predictions only in cases where the activation energy is either constant or increasing with respect to conversion. If the activation energy decreases with increasing conversion in a model-free analysis, additional isothermal measurements and a correct kinetic model derived from the isothermal measurements are necessary to make correct predictions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModel-free analysis. =650 \0$aModel-based analysis. =650 \0$aIsothermal predictions. =650 \0$aIsothermal transformation diagrams. =650 \0$aCooling curves. =650 \0$aSteel$xHeat treatment. =650 14$aIsothermal predictions. =650 24$aModel-free analysis. =650 24$aModel-based analysis. =650 24$aKinetics of multi-step reactions. =650 24$aNETZSCH Thermokinetics. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140145.htm =LDR 02904nab a2200589 i 4500 =001 JTE20140169 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140169$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140169$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96/142$223 =100 1\$aLyon, Richard E.,$eauthor. =245 10$aDirect Isoconversion Method for Nonisothermal Kinetic Analysis /$cRichard E. Lyon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b32 =520 3\$aAn accurate, semi-analytic solution of the Arrhenius temperature integral is the basis for an isoconversion method to extract kinetic parameters of single-step reactions from multiple heating rate experiments in a single iteration. The isoconversion method can be expressed as a finite difference (FD) formula identical in form and function to Kissinger's maximum reaction rate equation or can be differentiated to yield an analytic derivative (AD) formula similar to Ozawa's equation. The FD and AD isoconversion formulae provide identical, model-free activation energies by direct calculation when applied to differential thermal analysis data without the need for recursion as in some standard test methods. A model-dependent frequency factor can be obtained from the FD formula. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPolymer. =650 \0$aKinetics. =650 \0$aArrhenius. =650 \0$aPyrolysis. =650 \0$aThermal analysis. =650 \0$aActivation energy. =650 \0$aThermal decomposition. =650 \0$aIsothermal transformation diagrams. =650 \0$aCooling curves. =650 \0$aSteel$xHeat treatment. =650 14$aKinetics. =650 24$aPyrolysis. =650 24$aPolymer. =650 24$aThermal decomposition. =650 24$aThermal analysis. =650 24$aActivation energy. =650 24$aArrhenius. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140169.htm =LDR 03355nab a2200541 i 4500 =001 JTE20130131 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130131$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130131$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP1180.P65 =082 04$a668.4234$223 =100 1\$aAsmaz, Kerem,$eauthor. =245 10$aBiaxial Ratcheting of Ultra High Molecular Weight Polyethylene :$bExperiments and Constitutive Modeling /$cKerem Asmaz, Özgen Ü ßolak, Tasnim Hassan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aResponses of ultra-high molecular weight polyethylene (UHMWPE) under biaxial cyclic loading were investigated through systematically conducting experiments. Biaxial experiments on UHMWPE tubular specimens were conducted first by prescribing a steady internal pressure followed by a symmetric axial-strain controlled cycle. The steady internal pressure induced a steady nominal circumferential stress, which under the application of the axial strain-controlled cycle, induced circumferential strain ratcheting in the UHMWPE tubular specimens. Experimentally observed ratcheting responses of UHMWPE under biaxial cyclic loading was simulated using one of the unified state variable theories, the viscoplasticity theory based on overstress for polymers (VBOP). To improve the circumferential strain ratcheting simulation of the VBOP model, the Chaboche kinematic hardening rule was implemented in the model. The simulation of the VBOP model with the classical kinematic hardening model was also carried out to demonstrate the current state of the modeling for UHMWPE. Improvement of the circumferential strain ratcheting simulation by the modified VBOP model is demonstrated; however, simulations also indicate that further model modification will be needed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBiaxial experiment. =650 \0$aBiaxial ratcheting. =650 \0$aMultiaxial modeling. =650 \0$aViscoplastic modeling. =650 \0$aPlastics. =650 \0$aPolyethylene. =650 14$aUHMWPE. =650 24$aBiaxial experiment. =650 24$aBiaxial ratcheting. =650 24$aViscoplastic modeling. =650 24$aMultiaxial modeling. =700 1\$aßolak, Özgen Ü,$eauthor. =700 1\$aHassan, Tasnim,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130131.htm =LDR 03467nab a2200565 i 4500 =001 JTE20130140 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130140$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130140$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP370.8 =082 04$a664/.0072$223 =100 1\$aMa, Wan,$eauthor. =245 10$aRheological Characteristics of a New Kind of Friction-Promoting Grease /$cWan Ma, Zhencai Zhu, Yuxing Peng, Guoan Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThe main objective of this work was to study the rheological characteristics of a newly developed friction-promoting grease (FPG) in China that has been widely used for the lubrication and protection of multi-rope friction hoists. A stereo microscope was used to determine the microstructure of the grease. A series of rheological tests were performed on a cone-plate rheometer to investigate the thixotropic shear-thinning behavior under several constant temperature conditions and examine the changes in the apparent viscosity when the temperature is increased while the shear rate is kept constant. Experimental results indicated that within the temperature range of 20°C to 30°C, a lower temperature could lead to a stronger thixotropy of the FPG. Within the temperature range of 20°C to 160°C, a lower temperature could result in a greater yield stress and a more intense shear-thinning behavior of the FPG, which was in good agreement with Sisko's model. It should be noted that at 170°C and 180°C, the apparent viscosity showed a slightly ascending trend at low shear rates and a stable value was gradually approached as the shear rate increased. Under a constant shear rate, the apparent viscosity remained stable after decreasing and then finally increased with an increase in the temperature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aThixotropy. =650 \0$aApparent viscosity. =650 \0$aShear-thinning behavior. =650 \0$aFriction-promoting grease. =650 \0$aThermal properties. =650 \0$aSpectrometry. =650 \0$aRheological properties. =650 14$aRheological characteristic. =650 24$aFriction-promoting grease. =650 24$aThixotropy. =650 24$aShear-thinning behavior. =650 24$aApparent viscosity. =700 1\$aZhu, Zhencai,$eauthor. =700 1\$aPeng, Yuxing,$eauthor. =700 1\$aChen, Guoan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130140.htm =LDR 03623nab a2200577 i 4500 =001 JTE20130063 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130063$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130063$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL295 =082 04$a629.2/482$223 =100 1\$aFuentes, Luis G.,$eauthor. =245 10$aEvaluation of the Use of Ribbed Tires for the Characterization of Skid Resistance Using Friction Models /$cLuis G. Fuentes, Gerardo W. Flintsch, Edgar de León Izeppi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThis paper presents an evaluation of the use of ribbed tires for the characterization of skid resistance using friction models. The data used in this investigation were collected at the Surface Properties Rodeo, which was conducted on the Virginia Smart Road by members of the Virginia Consortium for Pavement Surface Properties. The paper compares measurements obtained using locked wheel testers with ribbed and smooth tires on 24 pavement sections covering a wide range of textures. Results confirmed that the International Friction Index (IFI) model is not appropriate for skid data obtained using a locked wheel tester with ribbed tires, especially when the pavement surface presents low levels of macrotexture. It was found that the friction measurements obtained when using a locked wheel tester with ribbed and smooth tires resulted in different friction-speed curves for the same pavement surface, contrary to the stated ASTM assumption that the friction-speed curve depends only on the characteristics (macrotexture) of the pavement surface. Skid measurements obtained at different speeds using ribbed tires were insensitive to pavement macrotexture. This supports the benefits of using smooth tires, which are sensitive to the drainage capacity of pavement surfaces. Finally, it is recommended that the use of the IFI model on skid data obtained using testers with ribbed tires be reassessed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMacrotexture. =650 \0$aRibbed tires. =650 \0$aSmooth tires. =650 \0$aSpeed constant. =650 \0$aSkid resistance. =650 \0$aAutomobiles$xSkidding. =650 \0$aPavements$xSkid resistance. =650 \0$aTires$xTraction. =650 14$aMacrotexture. =650 24$aInternational Friction Index. =650 24$aSpeed constant. =650 24$aRibbed tires. =650 24$aSmooth tires. =650 24$aSkid resistance. =700 1\$aFlintsch, Gerardo W.,$eauthor. =700 1\$ade León Izeppi, Edgar,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130063.htm =LDR 03164nab a2200601 i 4500 =001 JTE20140217 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140217$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140217$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96/142$223 =100 1\$aXu, James J.,$eauthor. =245 10$aTemperature Index of Electrical Insulations by mTGA /$cJames J. Xu, Christopher A. Kaminski. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aTemperature index (TI) is a common measure for the temperature classification of electrical insulation materials (EIMs) used in electric machines and apparatus. TI is generally obtained through accelerated life testing lasting >7-8 months at certified labs. This paper deals with a new life-testing method to determine TI using thermogravimetric analysis (TGA), more particularly, modulated TGA (mTGA), The method of estimating precision of the TI is also given. The testing time may be reduced to <15 h per test. The new concept simplifies the life equation for practicability. The new method is not a replacement of conventional life testing, but may be of particular utility for screening new EIMs and evaluating materials with a known TI, after minor changes in composition have been introduced to improve physical properties. It can be a recommended method once it has been verified over a suitable range of EIMs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aThermal life. =650 \0$aDecomposition. =650 \0$aActivation energy. =650 \0$aAccelerated life test. =650 \0$aIsothermal transformation diagrams. =650 \0$aCooling curves. =650 14$aTemperature (or thermal) index. =650 24$aThermal life. =650 24$aTGA. =650 24$aMTGA. =650 24$aModulated thermogravimetric analysis. =650 24$aNormalized standard deviation. =650 24$aDecomposition. =650 24$aAccelerated life test. =650 24$aActivation energy. =650 24$aElectrical insulation materials. =650 24$aEIM. =700 1\$aKaminski, Christopher A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140217.htm =LDR 02505nab a2200493 i 4500 =001 JTE20140033 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140033$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140033$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD117 =082 04$a545.1$223 =100 1\$aSlough, Carlton G.,$eauthor. =245 14$aThe Accuracy, Repeatability, and Reproducibility of Activation Energy Values Measured by Modulated Thermogravimetry /$cCarlton G. Slough. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aModulated thermogravimetry (MTG) was introduced in 1998 by employees of TA Instruments. Since that time it has found popularity as a technique for obtaining activation energies of degradation processes in a variety of materials. The initial work claimed that the repeatability of MTG was superior to that of the Flynn and Wall method. Little information, however, was given concerning the accuracy of the technique, and none was provided concerning its reproducibility. Results reported here test the repeatability claims and explore the questions of accuracy and reproducibility. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aKinetics. =650 \0$aThermogravimetry. =650 \0$aActivation energy. =650 \0$aChemistry, Inorganic. =650 \0$aAnalyse chimique. =650 14$aThermogravimetry. =650 24$aModulated thermogravimetry. =650 24$aActivation energy. =650 24$aKinetics. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140033.htm =LDR 02841nab a2200517 i 4500 =001 JTE20130299 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130299$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130299$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.16$223 =100 1\$aKannan, C.,$eauthor. =245 10$aEffect of Specimen Thickness and Punch Diameter in Evaluation of Small Punch Test Parameters Toward Characterization of Mechanical Properties of Cr-Mo Steels /$cC. Kannan, S. Bhattacharya, D. K. Sehgal, R. K. Pandey. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b32 =520 3\$aSmall punch tests on circular specimens were conducted using hemispherical tipped punches on Chromium-Molybdenum (Cr-Mo) steels of varying thermal histories. Combinations of punch diameters and sample thicknesses were used to obtain load-load line displacement (LLD) responses of these steels. Characteristic load, displacement, and energy values at transition points on LLD curves were identified and their dependency on punch diameter and sample thicknesses were studied. From the studies, sample thicknesses in the range of 0.4 to 0.5 mm and a punch tip diameter of more than 1.7 mm have been suggested to be used for the application of the SPT test procedure in the assessment of mechanical properties of in-service Cr-Mo steel components. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCr-Mo steels. =650 \0$aYield strength. =650 \0$aSmall punch test. =650 \0$aMetals$vMechanical properties. =650 14$aSmall punch test. =650 24$aCr-Mo steels. =650 24$aYield strength. =650 24$aUltimate tensile strength. =700 1\$aBhattacharya, S.,$eauthor. =700 1\$aSehgal, D. K.,$eauthor. =700 1\$aPandey, R. K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130299.htm =LDR 03455nab a2200577 i 4500 =001 JTE20130095 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130095$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130095$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.8/4$223 =100 1\$aTarefder, Rafiqul A.,$eauthor. =245 10$aAssessment of the Effect of Pore Pressure Cycles on Moisture Sensitivity of Hot Mix Asphalt Using MIST Conditioning and Dynamic Modulus /$cRafiqul A. Tarefder, Mekdim T. Weldegiorgis, Mohiuddin Ahmad. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aIn this study, a recently developed Moisture Induced Sensitivity Tester (MIST) is used for moisture conditioning of asphalt concrete samples, and then dynamic modulus testing is used to assess whether MIST is sensitive to moisture-induced damage in asphalt. MIST applies a pumping action by generating repeated pore pressure in a compacted asphalt sample; however, it is not known yet whether MIST affects the dynamic modulus of asphalt concrete. In essence, the dynamic moduli (E*) of a Superpave mix were determined with and without MIST conditioning. Dynamic moduli at different temperatures and frequencies as well as dynamic modulus mastercurves were compared for with and without MIST conditioning cases using a dynamic modulus ratio (DMR). Computed DMR results consistently show that dynamic modulus decreases due to MIST conditioning, which indicates that MIST conditioning causes moisture damage in asphalt samples. Considering the consistency of DMR results and the added benefit provided by MIST to simulate cyclic pore water pressure due to traffic on wet pavement, MIST conditioning with a dynamic modulus test is found to be a good option to study moisture sensitivity of asphalt mixes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSuperpave mix. =650 \0$aDynamic modulus. =650 \0$aHot mix asphalt. =650 \0$aMoisture damage. =650 \0$aAsphalt concrete. =650 \0$aPavements, Concrete. =650 \0$aConcrete$xAdditives. =650 \0$aReinforced concrete construction. =650 14$aMIST. =650 24$aMoisture damage. =650 24$aAsphalt concrete. =650 24$aHot mix asphalt. =650 24$aSuperpave mix. =650 24$aDynamic modulus. =700 1\$aWeldegiorgis, Mekdim T.,$eauthor. =700 1\$aAhmad, Mohiuddin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130095.htm =LDR 03533nab a2200457 i 4500 =001 JTE20130273 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130273$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130273$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHG4910 =082 04$a361.7/65$223 =100 1\$aHsieh, Yi-Hua,$eauthor. =245 10$aEvaluating the Mediating Effect of Perception of Corporate Social Responsibility Commitment /$cYi-Hua Hsieh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b79 =520 3\$aThis paper uses the social identity theory and the theory of planned behavior to explore factors affecting consumer purchase intentions. Additionally, considering the theory of the extended self, this paper tries to (1) evaluate whether consumers' perception of a firm's corporate social responsibility (CSR) commitment has a critical effect on their purchase decisions and (2) test that perception's mediating role in consumers' purchase-decision process. CSR can be defined as the voluntary integration of social concerns into business operations and interactions with stakeholders. Self-reported survey data were obtained from 558 customers of mobile phone stores. Study hypotheses were tested using multiple regression and hierarchical regression. This study found that consumer-company identification has a positive effect on purchase intentions, consumer perception of CSR commitment mediates the relationship between consumer-company identification and purchase intentions, and consumer perception of CSR commitment (economic, legal, ethical, and discretionary responsibilities) has a significant effect on purchase intentions. Social responsibility activity has become a new indicator of consumer satisfaction, and it is also a critical factor in determining consumers' purchase intention. Therefore, the integration of CSR and marketing strategies is indispensable for maintaining and creating competitive advantages. This paper aims to identify determinants of purchase intentions and the role that CSR plays in consumers' purchase-decision process. The results of this paper can be a reference for businesses in devising business strategies based on consumer needs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPurchase intention. =650 \0$aInvestments$vSocial aspects. =650 \0$aSocial responsibility of business. =650 14$aPurchase intention. =650 24$aConsumer-company identification. =650 24$aCorporate social responsibility. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130273.htm =LDR 03581nab a2200493 i 4500 =001 JTE20140032 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140032$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140032$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD117 =082 04$a545.1$223 =100 1\$aSlough, Carlton G.,$eauthor. =245 10$aParameter Dependency of Activation Energy in Modulated Thermogravimetry /$cCarlton G. Slough. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aModulated thermogravimetry (MTG) was introduced by Blaine and Hahn ("Obtaining Kinetic Parameters by Modulated Thermogravimetry," J. Therm. Anal., Volume 54, 1998, pp. 694-704) of TA Instruments. Since that time it has found popularity as a technique for obtaining activation energies of degradation processes of various materials (Gamlin, C. D., Dutta, N. K., Choudhury, N. Roy, Kehoe, D., and Matisons, J., "Evaluation of Kinetic Parameters of Thermal and Oxidative Decomposition of Base Oils by Conventional Isothermal and Modulated TGA and Pressure DSC," Thermochim. Acta, Vols. 392-393, 2002, pp. 357-369; Mamleev, V. and Bourbigot, S., "Modulated Thermogravimetry in Analysis of Decomposition Kinetics," Chem. Eng. Sci., Volume 60, 2005, pp. 747-766; Gracia-Fernandez, C. A., Gomez-Barreiro, S., Ruiz-Salvador, S. and Blaine, R.L., "Study of the Degradation of a Thermoset System Using TGA and Modulated TGA," Prog. Organ. Coatings, Volume 54, 2005, pp. 332-336; Cheng, K., Winter, W. T. and Stipanovic, A. J., "A Modulated TGA Approach to the Kinetics of Lignocellulosic Biomass Pyrolysis/Combustion," Polym. Degrad. Stab., Volume 97, 2012, pp. 1606-1615). MTG experiments require several parameters, modulation amplitude, modulation period, and ramp rate, to be set. Blaine and Hahn proposed values for these parameters, but no extensive work has been done to define the true operating range of these parameters and the effects on the measured activation energy of varying them. Results reported here attempt to define more clearly the operational boundaries of these parameters, how activation energy changes with them, and how it can be determined that the parameters are chosen correctly. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aKinetics. =650 \0$aThermogravimetry. =650 \0$aActivation energy. =650 \0$aChemistry, Inorganic. =650 \0$aAnalyse chimique. =650 14$aThermogravimetry. =650 24$aModulated thermogravimetry. =650 24$aActivation energy. =650 24$aKinetics. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140032.htm =LDR 03245nab a2200493 i 4500 =001 JTE20140140 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140140$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140140$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7888.3 =082 04$a621.39/2$223 =100 1\$aBalin, Abit,$eauthor. =245 10$aModeling Potential Future Energy Demand for Turkey in 2034 by Using an Integrated Fuzzy Methodology /$cAbit Balin, Hayri Baracli. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b41 =520 3\$aSince the decisions made regarding the future include uncertainty for operations, alternative predictions are needed to be developed in such decision-making processes. Accurate forecasting is a great help for companies in making the best decisions in terms of unit commitment, production, and maintenance planning. It is necessary for the companies to have prior foresight of future demand with adequate accuracy. Some data mining algorithms play the greatest role in predicting the demand forecasting. As a regular data-driven method, artificial neural networks (ANNs) are popular in energy forecasting. This paper investigated the application of the adaptive network based fuzzy inference system (ANFIS) as a forecasting tool for predicting the energy demand in Turkey. The benefit of the proposed model is forecasting energy needs through the evaluation of ANFIS application using data sets processed with principle component analysis (PCA) and collected from the energy forecast shootout (EFS) and Ministry of Natural Resources Turkey. The results showed that the hybrid ANFIS model based upon fuzzy logic (FL) and ANN performed efficiently in term of forecast accuracy. Thus, it could be regarded as an alternative method in energy forecasting. Finally, the application of ANFIS in a long term energy forecasting was provided, and the results were interpreted. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aForecast. =650 \0$aEnergy policy. =650 \0$aFuzzy systems. =650 \0$aComputer engineering. =650 14$aEnergy policy. =650 24$aForecast. =650 24$aANFIS. =650 24$aPCA. =700 1\$aBaracli, Hayri,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140140.htm =LDR 02858nab a2200541 i 4500 =001 JTE20140194 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140194$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140194$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH604.2 =082 04$a660.6$223 =100 1\$aReynaud, Sara,$eauthor. =245 10$aFilm Impact Performance and Adhesion Study in Multilayered Systems /$cSara Reynaud, Jun Fang, Liang Fang, Evan Crocker. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aIn this work we present a non-conventional approach to evaluate impact performance of polymeric films under a wide range of strain conditions by using a high-throughput mechanical testing (HTMECH) technique. The objective of this paper is to demonstrate how HTMECH can be employed to assess property-performance relationships in freestanding polymeric films and multilayered systems which are not possible to measure by following standard methodologies. Two main studies will be discussed: (1) toughness of freestanding thin films under high strain conditions, and (2) layer to layer adhesion in multilayer systems. In each case, mechanical properties such as critical strength and absorbed deformation energy were found to be correlated to different failure mechanisms and to thermal mechanical behavior of polymeric films. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFilms. =650 \0$aMultilayer. =650 \0$aAdhesion study. =650 \0$aImpact performance. =650 \0$aCell adhesion. =650 14$aHigh-throughput mechanical testing. =650 24$aFilms. =650 24$aImpact performance. =650 24$aMultilayer. =650 24$aAdhesion study. =700 1\$aFang, Jun,$eauthor. =700 1\$aFang, Liang,$eauthor. =700 1\$aCrocker, Evan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140194.htm =LDR 02941nab a2200493 i 4500 =001 JTE20130150 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130150$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130150$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.8/4$223 =100 1\$aBai, Wei,$eauthor. =245 10$aStress-Strain Characteristics and Elastic-Plastic Damage Constitutive Equation of Steel Fiber Reinforced Concrete Under Cyclic Compression at Medium Strain Rate /$cWei Bai, Qian-Feng Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aAn experimental investigation was performed on dynamic compressive stress-strain relationships for steel fiber reinforced concrete (SFRC) with various steel fiber volumetric contents under cyclic compression at a medium strain rate. Results indicate that the mechanical properties of SFRC are not only affected by strain rates but are also influenced by loading modes. The envelope curves of unconfined SFRC are different from those of specimens under monotonic compression. Dynamic compressive strength presents a non-monotonic enhancement with increasing steel fiber content. On the basis of the experimental results of cyclic compression at a medium strain rate, the elastic-plastic damage constitutive equations are proposed to describe the dynamic compressive stress-strain relationships of SFRC under cyclic compression at a medium strain rate. These equations match the test results well. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMechanical response. =650 \0$aPavements, Concrete. =650 \0$aConcrete$xAdditives. =650 \0$aReinforced concrete construction. =650 14$aSteel fiber reinforced concrete. =650 24$aStress-strain characteristics. =650 24$aMechanical response. =650 24$aDamage constitutive equation. =700 1\$aWang, Qian-Feng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130150.htm =LDR 02977nab a2200529 i 4500 =001 JTE20130211 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130211$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130211$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA614.7 =082 04$a514/.74$223 =100 1\$aPearn, W. L.,$eauthor. =245 13$aAn Effective Procedure for Supplier Selection Applied to Glass Substrate Processes with Multiple Lines /$cW. L. Pearn, C. H. Wu, C. C. Chuang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aIn this paper, we consider a supplier selection problem, which compares two glass substrate processes with multiple lines and selects the one that has a higher capability. A test statistic obtained by a subtraction method is employed to establish a hypothesis test with two phases. Critical values of the test are obtained to determine the selection decisions. Sample sizes required for various designated selection powers and confidence levels are also investigated. Practitioners can use the proposed method to make reliable decisions. This paper presents a real-world case of a glass substrate process. The selection procedure uses data to reach a decision in supplier selection. We compare the results of the division method to the proposed subtraction method. The results show that the proposed subtraction method is indeed more powerful than the division method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCritical value. =650 \0$aSubtraction method. =650 \0$aProcess capability index. =650 \0$aCritical point theory (Mathematical analysis) =650 \0$aBoundary value problems. =650 14$aCritical value. =650 24$aMultiple independent lines. =650 24$aProcess capability index. =650 24$aSubtraction method. =650 24$aSupplier selection problem. =700 1\$aWu, C. H.,$eauthor. =700 1\$aChuang, C. C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130211.htm =LDR 02904nab a2200529 i 4500 =001 JTE20130078 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130078$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130078$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS149 =082 04$a658.512$223 =100 1\$aWang, Chia-Nan,$eauthor. =245 10$aApplication of TRIZ to Improve the Material Handling and Productivity in a Screw-Packaging Factory /$cChia-Nan Wang, Gino K. Yang, Wei-Ming Hsiung. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aAlthough the screw is small, it is really basic and necessary in our lives. It is an integral part of almost all the industrial products. This study uses a systematic and innovative approach, TRIZ (Teoriya Resheniya Izobreatatelskikh Zadatch), to solve the layout problems of an existing screw-packaging factory. The work has modified the layout of the factory and applied a closed-loop-type rail-guided vehicle system (RGVS) with a forklift device. The automatic material handling system has replaced some forklift trucks. The advantage of this modification is an increase in production output from 48 ton/day to 96 ton/day, reducing the number of forklift trucks from six sets to three sets and increasing the throughput of material handling from 80 pallet/h to 160 pallet/h. In addition, the results also improve the industrial safety and make the environment more eco-friendly. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLayout. =650 \0$aForklift trucks. =650 \0$aScrew-packaging factory. =650 \0$aMaterial handling. =650 \0$aElementos De Maquinas. =650 14$aScrew-packaging factory. =650 24$aForklift trucks. =650 24$aTRIZ. =650 24$aLayout. =650 24$aRGV. =700 1\$aYang, Gino K.,$eauthor. =700 1\$aHsiung, Wei-Ming,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130078.htm =LDR 02807nab a2200529 i 4500 =001 JTE20130103 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130103$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130103$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA402 =082 04$a003$223 =100 1\$aWang, Kuo-Hsiung,$eauthor. =245 10$aSystem Reliability of Controllable Repair System With Multiple Imperfect Coverage /$cKuo-Hsiung Wang, Yen-Chen Li, Chang-Hsien Hsu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThis paper investigated the reliability characteristics of a controllable repair system with multiple imperfect coverage. The time-to-failure and the time-to-repair of the active and standby units are assumed to be exponentially distributed. When a unit fails, it may be immediately detected, located, and replaced by a standby unit with a coverage probability c. Reliability characteristics, such as the system reliability and the mean time to system failure (MTTF) were found. We studied the effects of different parameters on the system reliability and MTTF. We also performed sensitivity and relative sensitivity analysis of the reliability characteristics along with changes in the specific values of the system parameters. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aControl policy. =650 \0$aImperfect coverage. =650 \0$aSensitivity analysis. =650 \0$aSystem analysis. =650 \0$aSensitivity theory (Mathematics) =650 14$aControl policy. =650 24$aImperfect coverage. =650 24$aRelative sensitivity analysis. =650 24$aReliability characteristics. =650 24$aSensitivity analysis. =700 1\$aLi, Yen-Chen,$eauthor. =700 1\$aHsu, Chang-Hsien,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130103.htm =LDR 03199nab a2200553 i 4500 =001 JTE20130169 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130169$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130169$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1185 =082 04$a621.89$223 =100 1\$aRen, F. Z.,$eauthor. =245 10$aExperimental Investigation of the Cutting Force Measurements in Machinability Evaluations of Metals /$cF. Z. Ren, D. W. Zhang, A. A. Volinsky. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aCutting tools need to be changed constantly while the machinability of materials is evaluated by cutting force measurements. However, little attention has been paid to the variation of the cutting force caused by such a tool change. In this study, a homogeneous material was used as the cutting object and an ordinary, mechanically clamped, external cutting tool was used. For the same cutting parameters, when the tool wear can be ignored, the effects of the insert resetting and the whole mechanically clamped cutting tool remounting on the main cutting force were examined. The change in the cutting force caused by the insert resetting and replacing is less than 2 %, while that caused by remounting of the whole mechanically clamped cutting tool is as great as 11 %. If the cutting force is used to evaluate the machinability of materials, a mechanically clamped tool should be used, and the insert can be replaced, but the tool holder should be mounted once only for all subsequent tests. This conclusion is very important for accurate measurement of the cutting force and accurate evaluation of the metal machinability. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInsert. =650 \0$aReplacing. =650 \0$aRemounting. =650 \0$aCutting force. =650 \0$aMachinability evaluation. =650 \0$aMetal-cutting. =650 \0$aMetals$xMachinability. =650 14$aMachinability evaluation. =650 24$aCutting force. =650 24$aInsert. =650 24$aRemounting. =650 24$aReplacing. =700 1\$aZhang, D. W.,$eauthor. =700 1\$aVolinsky, A. A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130169.htm =LDR 03019nab a2200493 i 4500 =001 JTE20130248 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130248$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130248$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQP624.5.D726 =082 04$a572.8/636$223 =100 1\$aKathiravan, S.,$eauthor. =245 10$aEvaluation of Super-Resolution Methods for Magnetic Resonance Images /$cS. Kathiravan, J. Kanakaraj. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aSuper-resolution is the process of reconstructing a high-resolution magnetic resonance image (MRI) sequence from one or many low-resolution MRI sequences. In MRI, low-resolution images are usually interpolated to reduce the voxel size and enhance the perceptible resolution. Conventional interpolation methods are not able to recover the high-frequency information lost during the acquisition process. In this manuscript a novel super-resolution technique is proposed for the recovery of such information using coplanar high-resolution images. The proposed methodology benefits from the fact that in typical clinical settings both high- and low-resolution images of different types are taken of the same subject. These available high-resolution images can be used to enhance the resolution of other coplanar lower resolution images. Experiments on MRI data are described to show the efficacy of the proposed approach. An evaluation with conventional interpolation techniques is presented to illustrate the superior performance of the proposed methodology relative to preceding techniques. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInterpolation. =650 \0$aSuper-resolution. =650 \0$aMagnetic resonance images. =650 \0$aImage analysis. =650 \0$aImage Processing, Computer-Assisted. =650 14$aSuper-resolution. =650 24$aMagnetic resonance images. =650 24$aInterpolation. =700 1\$aKanakaraj, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130248.htm =LDR 02998nab a2200541 i 4500 =001 JTE20130228 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130228$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130228$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE1 =082 04$a625.725$223 =100 1\$aMusaoglu, Orhan,$eauthor. =245 10$aAssessing the Effects of Mechanical Preventive Measures on Alkali-Silica Reaction Expansion with Accelerated Mortar Bar Test /$cOrhan Musaoglu, Lutfullah Turanli, Afsin Saritas. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b37 =520 3\$aThis paper presents a modification to the apparatus of the mortar bar test of ASTM C490 in order to assess and compare the influence of mechanical preventive measures in reducing alkali-silica reaction (ASR) expansion in concrete with respect to the traditional measures. For this purpose, reinforced mortar specimens with or without pre-stressing force applied were examined and the effects of the reinforcement ratio and pre-stressing force on ASR-induced expansion and cracking were studied through the accelerated mortar bar test method of ASTM C1260. The mechanical preventive measure was also compared with a traditional preventive measure by using fly ash. The results show that reinforcement and pre-stressing force play a role in limiting expansion and cracking due to ASR and that the developed test apparatus in this study can be used for measurements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMortar. =650 \0$aReinforcement. =650 \0$aPre-stressing force. =650 \0$aAlkali-silica reaction. =650 \0$aAlkali silica reactions. =650 \0$aBituminous pavements. =650 14$aAlkali-silica reaction. =650 24$aMortar. =650 24$aReinforcement. =650 24$aPre-stressing force. =650 24$aMechanical preventive measures. =700 1\$aTuranli, Lutfullah,$eauthor. =700 1\$aSaritas, Afsin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 42, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2014$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130228.htm =LDR 03452nab a2200565 i 4500 =001 JTE12600 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12600$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12600$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aJorgensen, GJ.,$eauthor. =245 12$aA Phenomenological Approach to Obtaining Correlations between Accelerated and Outdoor Exposure Test Results for Organic Materials /$cGJ. Jorgensen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aTwo approaches are commonly used to derive correlations between in-service and accelerated exposure test results. When detailed degradation mechanisms are well understood, a deterministic formalism can be applied in which a precise damage function model is utilized. If failure mechanisms are not known or multiple mechanisms interact in a complicated manner that makes it difficult and tedious to treat them explicitly, a probabilistic procedure can be used. Observed failures are fit to appropriate life distributions to obtain expressions for related failure rates. A third approach uses a phenomenological methodology. This procedure is similar to the deterministic approach in that damage functions are hypothesized, except that they are based on macroscopic observations and effects, rather than on microscopic mechanisms. The phenomenological approach is used herein to describe results accurately from a number of highly accelerated exposure tests of organic materials. The ensuing damage function models are then used to predict real-world behavior. Excellent agreement is demonstrated between these predictions and actual measured data, thereby validating the phenomenological approach and providing a very useful way to estimate service life of organic-based materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWeathering. =650 \0$aOutdoor testing. =650 \0$aOrganic materials. =650 \0$aAccelerated testing. =650 \0$aPerformance degradation. =650 \0$aService life prediction. =650 \0$aElectrical and Electronic Engineering. =650 \0$aMechanical Engineering. =650 \0$aCivil Engineering. =650 14$aAccelerated testing. =650 24$aOutdoor testing. =650 24$aOrganic materials. =650 24$aPerformance degradation. =650 24$aService life prediction. =650 24$aWeathering. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12600.htm =LDR 02529nab a2200529 i 4500 =001 JTE11967 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11967$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11967$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.C9 =082 04$a546/.652$223 =100 1\$aZhang, J-M,$eauthor. =245 10$aEffect of Loading Schemes on Depth-Sensing Indentation Tests /$cJ-M Zhang, K-W Xu, J. Lu, B. Guelorget. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aConstant loading rate divided by load (?P/P) indentation tests have been conducted on high purity copper at room temperature.The results show that: 1) The loading curves can be fitted to a power-law relationship of the form P Chn and the exponent n increases with decreasing P/P.2) The hardness value itself, and its decreasing rate with depth, increase with increasing P/P.3) A constant P/P can result in a constant indentation strain rate (h/h), even if indentation size effects (ISE) exist in the materials.4) The relationship between P/P and h/h can be shown to be P/P n.(h/h) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHardness. =650 \0$aStrain rate. =650 \0$aCopper. =650 \0$aChemistry. =650 \0$aTransition metals. =650 14$aCopper. =650 24$aHardness. =650 24$aStrain rate. =650 24$aDepth-sensing indentation test. =700 1\$aXu, K-W,$eauthor. =700 1\$aLu, J.,$eauthor. =700 1\$aGuelorget, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11967.htm =LDR 02558nab a2200529 i 4500 =001 JTE11142 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11142$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11142$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC377 =082 04$a616.8/34$223 =100 1\$aVerma, BB.,$eauthor. =245 10$aFatigue Crack Closure and Crack Growth Following an Overload /$cBB. Verma, RK. Pandey. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThe present investigation studies the effect of a single tensile overload cycle on fatigue crack closure and its mechanism. Attempts have also been made to study the crack growth kinetics following the overload application. It is concluded that Stage I-type of crack propagation occurs in the early stage of crack growth subsequent to overloading and the same is dominated by asperity-induced closure. A material - and loading-independent relationship has also been attempted between an overload-induced closure parameter and the overloading ratio. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOverload. =650 \0$aOverloading ratio. =650 \0$aFatigue crack closure. =650 \0$aStage I crack extension. =650 \0$aCrack growth retardation. =650 \0$aMultiple sclerosis$xExercise therapy. =650 14$aOverload. =650 24$aFatigue crack closure. =650 24$aCrack growth retardation. =650 24$aOverloading ratio. =650 24$aStage I crack extension. =700 1\$aPandey, RK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11142.htm =LDR 02659nab a2200517 i 4500 =001 JTE12618 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12618$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12618$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLB1532 =082 04$a621.8$223 =100 1\$aScibetta, M.,$eauthor. =245 10$aDevelopment and Qualification of an Algorithm for the Determination of the Initial Linear Portion of a Force Versus Displacement Record /$cM. Scibetta, J. Schuurmans. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aIn mechanical tests, the force versus displacement record generally contains an initial linear elastic portion. In the analysis, the accurate determination of this linear part is essential for the identification of characteristic values of force and/or plastic displacement. In this paper, an algorithm for the determination of this linear portion is presented. This algorithm is qualified on several experimental curves and on virtual data sets generated by a computer program. Results demonstrate that the algorithm is very robust and is able to determine the linear portion accurately. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLinear portion. =650 \0$aMechanical testing. =650 \0$aCharacteristic values. =650 \0$aForce and energy$xJuvenile literature. =650 \0$aDisplacement (Ships)$xJuvenile literature. =650 \0$aDisplacement (Ships) =650 \0$aForce and energy. =650 14$aMechanical testing. =650 24$aLinear portion. =650 24$aCharacteristic values. =700 1\$aSchuurmans, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12618.htm =LDR 03317nab a2200577 i 4500 =001 JTE12207 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12207$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12207$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR857.B54 =082 04$a610.28$223 =100 1\$aIaquinta, J.,$eauthor. =245 10$aPiezoelectric Sensors for Weigh-In-Motion Systems :$bAn Experimental Insight into Edge Effects /$cJ. Iaquinta, E. Merliot, L-M Cottineau, J-P Desroche. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aExperimental campaigns conducted on the theme of weigh-in-motion exhibited an unexpected scattering of the weight measurements. In spite of several attempts, no argument was found to satisfactorily explain the dispersal, in particular for the sites implementing piezoelectric sensors. After tackling this problem numerically in a previous study, the present investigation aims at understanding experimentally the behavior of such systems within the material in which they are embedded in the road. A field campaign utilizing an instrumented truck confirmed a loss of sensitivity at the ends of the sensor. This result was also corroborated by laboratory testing on a servohydraulic jack. It is shown that the location of a load over the sensor affects its response, and that only a small part of the traffic lane is saved from edge effects. The major mission of this work is to make users of weigh-in-motion systems based upon piezoelectric sensors aware of this phenomenon so that they can take actions to recognize and compensate for the potential measurement errors associated with using this type of sensor. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEdge effect. =650 \0$aWeigh-in-motion. =650 \0$aInstrumented truck. =650 \0$aServohydraulic jack. =650 \0$aPiezoelectric sensor. =650 \0$aPiezoelectric polymer biosensors. =650 \0$aBiosensors. =650 \0$aSurface plasmon resonance. =650 14$aWeigh-in-motion. =650 24$aPiezoelectric sensor. =650 24$aEdge effect. =650 24$aInstrumented truck. =650 24$aServohydraulic jack. =700 1\$aMerliot, E.,$eauthor. =700 1\$aCottineau, L-M,$eauthor. =700 1\$aDesroche, J-P,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12207.htm =LDR 03140nab a2200529 i 4500 =001 JTE11906 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11906$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11906$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.5 =082 04$a624/.1513$223 =100 1\$aTrivedi, A.,$eauthor. =245 10$aCone Resistance of Compacted Ash Fill /$cA. Trivedi, S. Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b39 =520 3\$aCoal ash is a granular byproduct of the combustion of coal in coal-fired thermal power plants. The compacted ash is frequently used as a structural fill material. Standard geotechnical investigation methods used for natural soils have revealed inconsistencies when extended to ash fills. The characterization of ash shows morphological dissimilarity with natural soils. It is observed that several groupings of in situ density and stress level lead to similar penetration resistance in coal ash. Thus, the correlations reliable for soils may have questionable interpretations of blow count or measured cone resistance in coal ash. The static cone penetration test results analyzed at various combinations of stress level and relative density indicated the need for a new scheme for interpretation of behavior of ash fills on the basis of relative dilatancy of the ash. The resistance to penetration of the standard cone was interpreted at varying depths on ash fill compacted at varying relative densities. Correlations are suggested to estimate bearing capacity and settlement characteristics of coal ash on the basis of cone penetration test results for direct geotechnical design. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCoal ash. =650 \0$aBearing capacity. =650 \0$aRelative density. =650 \0$aRelative dilatancy. =650 \0$aSoil penetration test. =650 14$aCoal ash. =650 24$aStatic cone penetration test. =650 24$aRelative density. =650 24$aRelative dilatancy. =650 24$aBearing capacity. =650 24$aSettlement characteristics. =700 1\$aSingh, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11906.htm =LDR 03193nab a2200685 i 4500 =001 JTE11723 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11723$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11723$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aKatz, M.,$eauthor. =245 14$aThe Generalized Subtraction Correction Algorithm for Measuring Duct Leakage Using a Blower Door /$cM. Katz, NM. Witriol, J. Erinjeri. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe Generalized Subtraction Correction Algorithm (GSCA) improves upon the Modified Subtraction method for determining duct-leakage-to-outside using only a blower door. GSCA utilizes attic pressure both to calculate a generalized Subtraction Correction Factor and to properly identify and assign the correct pressure difference between the ducts and attic responsible for the calculated duct-leakage flow. This paper also describes the normal procedures that enhance the accuracy of data collection and the subsequent tests on the resulting information for validating the applicability of GSCA to an individual home. GSCA collects associated pressure-coupling data and enhances the reliability of house-leakiness results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBlower door. =650 \0$aDuct leakage. =650 \0$aInfiltration. =650 \0$aPressure pan. =650 \0$aAttic pressure. =650 \0$aEnergy ratings. =650 \0$aHouse leakiness. =650 \0$aEnergy efficiency. =650 \0$aAir leakage in buildings. =650 \0$aCorrection Factor. =650 14$aSubtraction Correction Factor. =650 24$aDuct leakage. =650 24$aAttic pressure. =650 24$aHouse leakiness. =650 24$aEnergy efficiency. =650 24$aAttic-to-home pressure-coupling ratio. =650 24$aAutomated performance testing equipment. =650 24$aBlower door. =650 24$aPressure pan. =650 24$aCFM50. =650 24$aInfiltration. =650 24$aEnergy ratings. =650 24$aAir leakage in buildings. =700 1\$aWitriol, NM.,$eauthor. =700 1\$aErinjeri, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11723.htm =LDR 03445nab a2200505 i 4500 =001 JTE11945 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11945$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11945$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1/7765$223 =100 1\$aVilar, OM.,$eauthor. =245 10$aMechanical Properties of Municipal Solid Waste /$cOM. Vilar, MdeF Carvalhod. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aThis paper deals with the compressibility and shear strength of Municipal Solid Waste (MSW) as measured in the laboratory. The waste studied was recovered from Bandeirantes Sanitary Landfill (São Paulo, Brazil) and is about 15 years old. More than 50 % by weight of MSW is organic paste and as much as 17 % is plastic and other strip materials. Consolidation and drained and undrained triaxial compression tests were performed in reconstituted waste specimens of large dimensions and with different unit weights considering both saturated specimens and specimens tested at natural moisture content. It is shown that the MSW exhibits a pronounced secondary compression; the influence of void ratio and stress on secondary compression index is discussed and compared with available data from MSW and soft soils. Typical stress-strain curves are presented and some peculiarities are shown, as the absence of failure even at large strains, up to 30 %, implies the need of deriving shear strength envelopes based on strain. The influence of saturation and of unit weight on shear strength is also addressed as well as the shear strength mobilization that shows that the friction tends to be fully mobilized at strains of about 20 %, while the cohesion intercept starts to be mobilized at strains of 10% and even more and a limiting value could not be observed in the strain range attained in the tests. The development of pore water pressures in the undrained tests and the variation of undrained shear strength with effective confining pressure are also addressed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLandfill. =650 \0$aShear strength. =650 \0$aCompressibility. =650 \0$aMunicipal solid waste. =650 \0$aShear (Mechanics) =650 14$aMunicipal solid waste. =650 24$aLandfill. =650 24$aCompressibility. =650 24$aShear strength. =700 1\$aCarvalhod, MdeF,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11945.htm =LDR 02717nab a2200577 i 4500 =001 JTE12057 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12057$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12057$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519.2/4$223 =100 1\$aMeged, Y.,$eauthor. =245 10$aModeling of Cumulative Mass Loss-Time Curves for Six Erosion and Abrasion Test Methods /$cY. Meged. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aCumulative mass loss-time curves of six erosion and abrasion test methods are studied. These methods include: vibratory cavitation erosion, film cavitation erosion, flow cavitation erosion, cavitating liquid jet erosion, liquid impact erosion, and slurry abrasion. It has been previously well established that the cumulative erosion-time curves of vibratory cavitation erosion tests can be modeled by the Weibull cumulative distribution function. Validity of this model is further extended for the five additional erosion test methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModeling. =650 \0$aAbrasion test method. =650 \0$aErosion test methods. =650 \0$aWeibull bimodal plot. =650 \0$aAffected material zone. =650 \0$aErosive boundary layer. =650 \0$aWeibull distribution. =650 \0$aWeibull method. =650 14$aErosion test methods. =650 24$aAbrasion test method. =650 24$aCumulative erosion-time curve. =650 24$aWeibull cumulative distribution function. =650 24$aModeling. =650 24$aWeibull bimodal plot. =650 24$aAffected material zone. =650 24$aErosive boundary layer. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12057.htm =LDR 03058nab a2200541 i 4500 =001 JTE11956 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11956$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11956$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aChaouadi, R.,$eauthor. =245 13$aAn Energy-Based Crack Extension Formulation for Crack Resistance Characterization of Ductile Materials /$cR. Chaouadi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aCrack resistance behavior is an important property for reactor pressure vessel embrittlement evaluation as reactors operate in the upper shelf ductile regime. This property consists in evaluating the change of crack length with the applied loading expressed in terms of the J-integral. While J-integral formulation is available for standard geometries and it is relatively easy to determine, crack extension is either measured directly on the fracture surface of a number of specimens or estimated from one single specimen, necessitating sophisticated instrumentation. Based on a number of experimental observations, a simple procedure is presented which is based solely on the load-displacement test record and the initial and final crack length to determine the full crack resistance curve. The reliability of this new procedure for determining the crack resistance, the initiation toughness, and the tearing resistance is illustrated by several examples covering a wide range of materials and cracked specimen configurations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-R curve. =650 \0$aNormalization. =650 \0$aSingle specimen. =650 \0$aCrack resistance. =650 \0$aUnloading compliance. =650 \0$aDuctile crack extension. =650 \0$afracture mechanics. =650 14$aCrack resistance. =650 24$aJ-R curve. =650 24$aUnloading compliance. =650 24$aSingle specimen. =650 24$aNormalization. =650 24$aDuctile crack extension. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11956.htm =LDR 04418nab a2200589 i 4500 =001 JTE12284 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2004\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12284$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12284$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aLundström, R.,$eauthor. =245 10$aInfluence of Hysteretic Heating on Asphalt Fatigue Characterization /$cR. Lundström, J. Ekblad, U. Isacsson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2004. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b35 =520 3\$aThis paper presents a study focusing on the influence of hysteretic heating on asphalt samples during laboratory fatigue testing. The experimental test setup for material characterization and temperature measurements, including its effect on fatigue test results, as well as theoretical aspects on hysteretic heating, are described. The experimental part of the investigation concerns linear viscoelastic and cyclic fatigue characterization of six asphalt concrete mixtures using uniaxial testing. All the mixtures show nominally identical volumetric properties (aggregate size distribution, binder and air void content) but different binder properties. Three base bitumens and three polymer modified binders were used. The cyclic fatigue tests were carried out at 0, 10, and 20°C using controlled strain and stress modes and different excitation amplitudes. In order to acquire knowledge regarding temperature changes during fatigue testing, several experimental techniques were used. The main thermal study was performed using thermocouples attached to the midheight envelope surface of each sample. The sample surface temperature distribution and its evolution during fatigue testing were investigated using an infrared thermal camera. Furthermore, a limited study of the magnitude of difference between surface and maximum temperature inside the sample was carried out using thermocouples embedded during gyratory compaction. When compared, each method shows advantages and disadvantages regarding simplicity and reliability. In principle, the three methods provide similar results, but the type of information obtained differs among the methods. The use of thermocouples attached to the envelope surface during fatigue testing provides accurate and consistent results of global temperature that can be used to investigate the influence of heating on asphalt fatigue characteristics. By use of thermal measurements and a continuum damage model, it was possible to show a pronounced effect of heating on fatigue behavior. The influence of heating was especially obvious at high excitation amplitudes and elevated temperatures, i.e., conditions where the material produces high amounts of viscoelastic dissipated energy as well as temperature sensitive material behavior. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aViscoelasticity. =650 \0$aAsphalt concrete. =650 \0$aDamage mechanics. =650 \0$aUniaxial testing. =650 \0$aHysteretic heating. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aHysteretic heating. =650 24$aViscoelasticity. =650 24$aFatigue. =650 24$aAsphalt concrete. =650 24$aUniaxial testing. =650 24$aDamage mechanics. =700 1\$aEkblad, J.,$eauthor. =700 1\$aIsacsson, U.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 32, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2004$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12284.htm =LDR 03257nab a2200505 i 4500 =001 JTE102267 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102267$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102267$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A63 =082 04$a662/.62$223 =100 1\$aShanthakumar, S.,$eauthor. =245 14$aThe Effect of Dual Flue Gas Conditioning on Fly Ash Characteristics /$cS. Shanthakumar, D. N. Singh, R. C. Phadke. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b54 =520 3\$aDual flue gas conditioning (DFGC) deals with the addition of chemical additives such as ammonia and sulfur trioxide, simultaneously, to the flue gas for increasing the ash collection efficiency of electrostatic precipitators (ESPs). Previous studies with ammonia as the conditioning agent [i.e., ammonia flue gas conditioning (AFGC)] have revealed that the collection efficiency increases drastically due to agglomeration of ash particles. However, in what way combination of sulfur trioxide and ammonia helps in increasing the efficiency of ESPs, and hence controlling emissions from the power stations, has not yet been studied in detail. With this in view, efforts were made to investigate the influence of DFGC and AFGC on the collection efficiency of ESPs and overall properties of the ash. To achieve this, fly ash samples from a thermal power station in India, where DFGC is being adopted, were collected and their physico-chemico-mineralogical and morphological properties were investigated. The results obtained were critically analyzed vis-à-vis those obtained for the fly ash samples collected from a thermal power plant where only AFGC is being adopted. The advantage of DFGC over AFGC for enhancing the overall collection efficiency of ESPs has been demonstrated in this paper. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFly ash. =650 \0$aAsh characterization. =650 \0$aAggregates (Building materials) =650 \0$aAsh disposal. =650 14$aFly ash. =650 24$aSuspended particulate matter. =650 24$aDual flue gas conditioning. =650 24$aAsh characterization. =700 1\$aSingh, D. N.,$eauthor. =700 1\$aPhadke, R. C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102267.htm =LDR 03071nab a2200541 i 4500 =001 JTE101905 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101905$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101905$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aPS3569.H18 =082 04$a813/.54$223 =100 1\$aBanerjee, Gopa,$eauthor. =245 10$aPerformance Evaluation of Resistance Spot Welded Interstitial Free Steel Under Cryogenic Conditions /$cGopa Banerjee, T. K. Pal, Goutam Das. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aShear tensile (strain rate 102/s) performance of spot welded joints at cryogenic temperatures has been studied considering it as a simple method to indicate the crash resistance performance. The strength of different resistance spot welded joints of interstitial free steel under various heat input conditions has also been evaluated at room temperature for comparison. Micromechanism of fracture of the spot welded joints is investigated by scanning electron microscopy. Although an increase in shear tensile strength with decreasing test temperature is observed in all the spot welds, considerable variations in fracture mode exist in contrast to the room temperature test. The high heat input spot welds remain ductile at all test temperatures, however, low heat input welds become considerably brittle at cryogenic temperatures. Furthermore, medium heat input welds can maintain ductility until 0°C and there is loss of ductility with further lowering of test temperature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrash test. =650 \0$aShear tensile strength. =650 \0$aInterstitial free steel. =650 \0$aResistance spot welding. =650 \0$aSteel. =650 \0$aCryogenic temperature. =650 14$aInterstitial free steel. =650 24$aResistance spot welding. =650 24$aCrash test. =650 24$aShear tensile strength. =650 24$aCryogenic temperature. =700 1\$aPal, T. K.,$eauthor. =700 1\$aDas, Goutam,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101905.htm =LDR 02901nab a2200493 i 4500 =001 JTE102255 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102255$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102255$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA473 M296 =082 04$a621.3$223 =100 1\$aZhou, Zhixiang,$eauthor. =245 10$aDuctile Damage Analysis for Small Punch Specimens of Type 304 Stainless Steel Based on GTN Model /$cZhixiang Zhou, Xiang Ling. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aBased on small punch (SP) tests on Type 304 stainless steel at room temperature, a finite element (FE) model with Gurson-Tvergaard-Needleman (GTN) constitutive equations was established to analyze the ductile damage in SP specimens. Influences of the friction coefficient between SP specimen and steel ball and element size to the FE results were discussed. The evolution of void volume fraction (VVF) with time along different paths and the relation between VVF and equivalent plastic strain (PEEQ) under constant punching velocity were analyzed further by using the FE model. Good agreements between experimental results and simulation data were proved by load-displacement curves and failure locations. The numerical results show that initial crack occurs at the bottom surface about 0.86 mm away from the centre and damage localization phenomenon is extraordinarily severe in the SP specimen, and PEEQ has great effect on the evolutional rate of VVF. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFinite element model. =650 \0$aVoid volume fraction. =650 \0$aMetals at high temperature. =650 \0$aSmall punch test. =650 14$aSmall punch test. =650 24$aGTN constitutive equation. =650 24$aVoid volume fraction. =650 24$aFinite element model. =700 1\$aLing, Xiang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102255.htm =LDR 02460nab a2200505 i 4500 =001 JTE101861 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101861$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101861$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHM1 =082 04$a300/.72$223 =100 1\$aZheng, Wei,$eauthor. =245 12$aA Synthetic Evaluation and Fuzzy Scheduling Model for Autonomous Test Priority /$cWei Zheng, Weimin Chen, Yong Zhu, Peng Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aAn autonomous test is one of the key technologies in an autonomous system. Based on the multitask mechanism of an embedded real-time operation system, the software environment for an autonomous test is proposed. The influence factors of task importance are also considered in order to form a comprehensive criterion. A synthetic evaluation and fuzzy scheduling model is established, and the evaluating method for clustering effect is provided afterwards. The experiment shows the validity of the model. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAutonomous test. =650 \0$aPriority scheduling. =650 \0$aEvaluation Studies. =650 \0$aSynthetic evaluation. =650 14$aAutonomous test. =650 24$aSynthetic evaluation. =650 24$aPriority scheduling. =700 1\$aChen, Weimin,$eauthor. =700 1\$aZhu, Yong,$eauthor. =700 1\$aZhang, Peng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101861.htm =LDR 03181nab a2200529 i 4500 =001 JTE102226 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102226$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102226$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT7.5 =082 04$a538.3$223 =100 1\$aJia, Zhenyuan,$eauthor. =245 10$aResearch on the Key Technology of a Testing System of Piezomagnetic Force Transducer /$cZhenyuan Jia, Xiaohong Lu, Fuji Wang, Wei Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aConsidering the distinct disadvantages, such as complex electric circuit, long debugging period, low testing efficiency, and nonconductivity to the actually promoted application of the traditional permalloy force transducer's testing system, a new testing system of a permalloy force transducer is proposed according to the characteristics of the output signals. The working principle of the testing system is analyzed. The measuring and controlling section of AT89C52 single-chip microcomputer is studied and the single-chip microcomputer system is discussed from the design and realization of both hardware and software aspects. Economic and practical method is utilized to solve the problem of quantitative research on the piezomagnetic effect of the designed permalloy force transducer. The experimental measurements indicate that the designed testing system is practical and effective. The testing system is of great significance to the quantitative research of the piezomagnetic properties and the repeatability characteristic of piezomagnetic force transducer, which can greatly promote the engineering applications of permalloy piezomagnetic force transducers. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTesting system. =650 \0$aForce transducer. =650 \0$aPermalloy. =650 \0$aPiezomagnetic. =650 14$aPermalloy. =650 24$aForce transducer. =650 24$aTesting system. =650 24$aPiezomagnetic. =650 24$aSingle-chip microcomputer system. =700 1\$aLu, Xiaohong,$eauthor. =700 1\$aWang, Fuji,$eauthor. =700 1\$aLiu, Wei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102226.htm =LDR 04152nab a2200541 i 4500 =001 JTE102330 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102330$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102330$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL521.3 =082 04$a530/.8$223 =100 1\$aLucon, Enrico,$eauthor. =245 10$aInfluence of Loading Rate on the Calibration of Instrumented Charpy Strikers /$cEnrico Lucon, Marc Scibetta, J. David McColskey, Chris N. McCowan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aOne of the key factors for obtaining reliable instrumented Charpy results is the calibration of the instrumented striker. The conventional approach for establishing an analytical relationship between strain gage output and force applied to the transducer is the static calibration, which is preferably performed with the striker installed in the pendulum assembly. However, the response of an instrumented striker under static force application may sometimes differ significantly from its dynamic performance during an actual Charpy test. This is typically reflected in a large difference between absorbed energy returned by the pendulum encoder (KV) and calculated under the instrumented force/displacement test record (Wt). Such difference can be either minimized by optimizing the striker design or analytically removed by adjusting forces and displacements until KV=Wt (the so-called "dynamic force adjustment"). This study investigates the influence of increasing force application rates on the force/voltage characteristics of two instrumented strikers, one at NIST in Boulder, Colorado and one at SCK•CEN in Mol, Belgium. Force was applied to the strikers using servohydraulic testing machines up to maximum loading rates of around 3,000 kN/s, approximately 60 times lower than the typical loading rate during the elastic portion of an instrumented Charpy test (~180,000 kN/s). At SCK•CEN, force was applied to the striker by cyclic loading at increasing frequencies and using a single ramp function having the desired slope ("single-shot" loading). It is observed that, under cyclic loading, the sensitivity of the strain gages drops significantly above a threshold loading rate, which may depend on the striker design (~100 kN/s for the NIST tup, ~1,000 kN/s for the SCK•CEN tup). Conversely, in the case of single-shot loading, the force/voltage relationship does not vary significantly up to ~3,000 kN/s and remains close to the one obtained from the static calibration. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aForce application rate. =650 \0$aDynamic force adjustment. =650 \0$aInstrumented Charpy tests. =650 \0$aAerodynamic load$xMeasurement. =650 \0$aStatic calibration. =650 14$aInstrumented Charpy tests. =650 24$aInstrumented Charpy striker. =650 24$aStatic calibration. =650 24$aDynamic force adjustment. =650 24$aForce application rate. =700 1\$aScibetta, Marc,$eauthor. =700 1\$aMcColskey, J. David,$eauthor. =700 1\$aMcCowan, Chris N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102330.htm =LDR 03319nab a2200517 i 4500 =001 JTE101657 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101657$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101657$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA479.S7 =082 04$a620.1/7$223 =100 1\$aIsselin, Jerome,$eauthor. =245 10$aYield Strength Evaluation by Small-Punch Test /$cJerome Isselin, Tetsuo Shoji. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aBecause of the mechanical property degradation experienced by the nuclear power plant components, it is important to evaluate the evolution of the mechanical properties during service, such as the yield strength. A lack of materials available from nuclear power plants has led to the development of more and more small-sized specimen tests such as the small-punch test that has the advantage of using very small amounts of material with very simple working conditions (machining and test). In this study, we will present a new method for the yield strength estimation. This method is based on the elastic deformation energy method and is compared with the current methods which include the "two tangents" method and the offset method. This new method consists of the determination of the yield strength by measuring the energy beneath the load-displacement curve in the elastic deformation domain. The elastic deformation domain is defined by measuring the elastic reverse displacement during an unloading phase. Subsequently, the elastic displacement reverse is applied at the beginning of the load-displacement curve. Good agreement has been found between the elastic deformation energy and the square of the tensile yield strength. This method allows a better evaluation of the tensile yield strength and with a reduced scatter compared to the current conventional methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aYield strength. =650 \0$aStainless steel. =650 \0$aSmall-punch test. =650 \0$aMiniaturized specimen. =650 \0$aBuilding materials. =650 \0$aEngineering design. =650 14$aSmall-punch test. =650 24$aYield strength. =650 24$aMiniaturized specimen. =650 24$aStainless steel. =700 1\$aShoji, Tetsuo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101657.htm =LDR 02672nab a2200529 i 4500 =001 JTE102206 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102206$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102206$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD565 =082 04$a621.312423$223 =100 1\$aLiu, Tao,$eauthor. =245 12$aA Review of Solid-State Electrochemical Sensors for Measurements of Sulfur Content of Liquid Metals /$cTao Liu, Lin Li, Jingkun Yu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aSulfur in steel is one of the most important deleterious element, so monitoring sulfur content is important to improve the quality of steel products. Solid electrolyte based sensors are well suited to metallurgical processes. However, the design of effective high temperature electrochemical sulfur sensors requires higher stability of sulfides and strategic combinations of electrolyte and auxiliary electrode materials to provide satisfactory response and stability. The approaches and materials used in the development of sulfur sensor are reviewed, and theoretical sulfur activity versus potential relation is given in this paper. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSulfur content. =650 \0$aSolid electrolyte. =650 \0$aAuxiliary electrode. =650 \0$aElectrochemical sensors. =650 \0$aElectrolytes$xConductivity. =650 \0$aLithium cells. =650 14$aElectrochemical sensors. =650 24$aSulfur content. =650 24$aSolid electrolyte. =650 24$aAuxiliary electrode. =700 1\$aLi, Lin,$eauthor. =700 1\$aYu, Jingkun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102206.htm =LDR 03070nab a2200493 i 4500 =001 JTE101574 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101574$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101574$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620.1/126$223 =100 1\$aDarcis, Ph. P.,$eauthor. =245 10$aFatigue Crack Growth Rates in Pipeline Steels Using Curved M(T) Specimens /$cPh. P. Darcis, J. M. Treinen, J. D. McColskey. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aThis study presents fatigue data for two different ferrite-pearlite pipeline steels. A fatigue crack growth test for full-thickness curved pipeline samples was developed using a middle tension (M(T)) specimen. Also, finite element analyses (FEAs) were carried out to show the M(T) curvature effects on the fatigue crack growth results. The two steels showed similar fatigue crack growth rate (da/dN) behavior. However, the ferrite-pearlite steel without banding had slightly better fatigue properties than the ferrite-pearlite banded steel. Uncertainty in the fatigue crack growth rates was analyzed by attributing all the fatigue scatter to the Paris law parameter C. The FEA based simulations, based on curved geometries, of the compliance relationship more accurately predicted both fatigue crack growth data and true crack lengths. Nevertheless, the ASTM E647-05 compliance relationship accurately predicted the crack length for the M(T) geometry, although its use leads to slightly conservative fatigue crack growth trends and a slight overestimation of the true final crack length. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue crack growth. =650 \0$aCrack length measurement. =650 \0$aMaterials$xFatigue$xMeasurement. =650 \0$aCrack length measuremen. =650 14$aCrack length measurement. =650 24$aCurved middle tension specimen. =650 24$aFatigue crack growth. =700 1\$aTreinen, J. M.,$eauthor. =700 1\$aMcColskey, J. D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101574.htm =LDR 03361nab a2200577 i 4500 =001 JTE101865 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101865$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101865$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aTarefder, Rafiqul A.,$eauthor. =245 10$aEvaluating Parameters for Characterization of Cracking in Asphalt Concrete /$cRafiqul A. Tarefder, Evan M. Kias, John C. Stormont. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b34 =520 3\$aThis study evaluates parameters derived from laboratory tests to characterize crack initiation and propagation within the semi-circular asphalt concrete samples in the laboratory. Asphalt samples are compacted using a Superpave gyratory compactor, and then sliced and notched using a laboratory saw. The notch acts to facilitate crack initiation. Notched samples are subjected to a strain controlled compressive load in three point bending. Crack opening displacements (CODs) and loads are recorded in real time using four linear variable displacement transducers. Ultimate load, COD at ultimate load, cracking potential, fracture load, crack velocity, and slope of the crack propagation curve are determined from laboratory test results and evaluated for their suitability in characterizing crack initiation and crack propagation. In essence, these parameters are evaluated through examining the effects of notch tip location, moisture condition, and void ratio on crack initiation and propagation. It is shown that crack initiation can be best characterized by the ultimate load. Crack velocity and slope of the crack propagation curve show promise in characterizing crack propagation in the notched asphalt samples. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNotch. =650 \0$aFracture. =650 \0$aPropagation. =650 \0$aCrack velocity. =650 \0$aCrack initiation. =650 \0$aAsphalt concrete. =650 \0$aPolymers$xMechanical properties. =650 14$aAsphalt concrete. =650 24$aCrack initiation. =650 24$aPropagation. =650 24$aNotch. =650 24$aCrack opening displacement. =650 24$aCrack velocity. =650 24$aFracture. =700 1\$aKias, Evan M.,$eauthor. =700 1\$aStormont, John C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101865.htm =LDR 03264nab a2200517 i 4500 =001 JTE102179 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102179$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102179$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA931 =082 04$a531.38$223 =100 1\$aKazemi, M.,$eauthor. =245 13$aAn Efficient Inverse Method for Identification of the Location and Time History of an Elastic Impact Load /$cM. Kazemi, M. R. Hematiyan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aAn inverse method to identify the location and time history of a single elastic impact load based on the time dependent structural responses is presented. At first, the unknown impact location is found through an inverse analysis without any information about the time history of the load. Two different methods are presented for the location identification. In both methods, an objective function expressing relationship between pairs of structural responses is minimized to find the optimal impact location. In the first method, the steepest descent technique is used to find the impact location precisely. In the second method, a zero-order search technique is developed for fast, but a little less accurate, identification of the impact location. After determining the location, the time dependent value of the impact load is reconstructed using the least-squares method. In-plane strain and its time integrals at sampling points are used to find the location and history of the impact load. In case of high strain fluctuation, time integration of strain removes fluctuations without introducing any additional error. This significantly simplifies the time history determination of the impact load. Two examples are presented to show the validity and effectiveness of the proposed method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImpact load. =650 \0$aIdentification. =650 \0$aInverse problem. =650 \0$aStructural responses. =650 \0$aElasticity. =650 \0$aElastic solids. =650 14$aIdentification. =650 24$aInverse problem. =650 24$aStructural responses. =650 24$aImpact load. =700 1\$aHematiyan, M. R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102179.htm =LDR 03618nab a2200541 i 4500 =001 JTE102178 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102178$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102178$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHB71M23A =082 04$a339$223 =100 1\$aCho, Dong-Woo,$eauthor. =245 10$aComparison of Linear Visco-Elastic Complex Modulus and Yield Shear Stress in DSR Moisture Damage Test /$cDong-Woo Cho, Tai Sik Lee, SangYum Lee, Hussain U. Bahia. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aMoisture damage tormenting asphalt pavement materials is a very complex interaction occurring between asphalt binder, its aggregate, and water. To estimate or index the moisture sensitivity of the asphalt pavement materials, compacted asphalt mixtures are commonly used in mechanical tests providing a strength-related parameter for evaluating moisture susceptibility. The compacted mixture structures, however, can cause a problem that fundamental properties between asphalt binder and its aggregate are easily stumbled behind the complicated aggregates-asphalt-air voids structure. In order to help resolve this problem and find the fundamental properties such as adhesion or cohesion strength, dynamic shear rheometer and rock disks were used in a modification way of the standard asphalt binder testing protocol, and functional parameters such as yield shear stress (YSS) and wet to dry (W/D) YSS ratio were found in the previous research. A protocol more advanced and in more detail than the previous research is suggested in this subsequent study. In addition, the relative independence of the YSS and W/D YSS ratio is proven upon heating effects, and the sensitivity of the parameters to material-specific is also reaffirmed, in more tests performed for this research. For this proving process, rheological values measured per heating cycle are compared and plotted. The results, analyzed with more data than measured in the previous research, indicate that YSS and W/D YSS ratio, even in the expanded data set, can be alternative parameters to evaluate moisture damage. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt. =650 \0$aRheology. =650 \0$aAggregate. =650 \0$aMoisture damage. =650 14$aMoisture damage. =650 24$aAsphalt. =650 24$aAggregate. =650 24$aRheology. =650 24$aDSR. =650 24$aLinear visco-elastic limit. =700 1\$aLee, Tai Sik,$eauthor. =700 1\$aLee, SangYum,$eauthor. =700 1\$aBahia, Hussain U.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102178.htm =LDR 04406nab a2200601 i 4500 =001 JTE101740 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101740$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101740$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ930 =082 04$a621.8/672$223 =100 1\$aSabrah, T. B.,$eauthor. =245 10$aDevelopment of a New Test Facility to Examine Reinforced Concrete Panels Under Uniaxial and Biaxial Direct Tension /$cT. B. Sabrah, H. Marzouk, A. Hussein. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aThere is a definite and growing interest in using fiber reinforced polymers (FRP) reinforcing bars as an alternative for traditional steel in several structural applications. Nevertheless, little information is available about the behavior of FRP reinforced concrete (RC) members subjected to direct tension. Testing concrete members subjected to direct tension is considered an important approach in understanding important features of concrete, such as cracking characteristics, stress-strain relationships, etc. These features have been considered an important design aspect of FRP-RC. This paper presents a new experimental technique that can be used to test both FRP- and steel-RC panels under uniaxial and biaxial direct tension. A new testing facility is designed and constructed at Memorial University of Newfoundland. The testing facility is specially designed to test RC panels subjected to direct tension. The tension loads can be applied in either a uniaxial or biaxial direction. The unique aspect of this test setup is that it can accommodate FRP reinforcing bars. FRP reinforcing bars have a major problem of gripping under a tension load. Several research workers have developed elaborate and expensive techniques to provide adequate grip for FRP bars by using steel pipes and epoxy injection. The proposed design provides a simple solution to the gripping problem and can accommodate different specimen sizes, bar diameters, various bar spacing, and loading conditions. This paper presents the design, details, construction stages, and testing capabilities of this new testing facility. Descriptions of the experimental equipment, the instrumentation, and the data acquisition system are provided. The paper also presents a sample of the test results of a recent experimental investigation that has been carried out on concrete panels reinforced with steel and glass-FRP (GFRP) bars. Test results demonstrate that the testing facility is successfully capable in overcoming the difficulties of testing RC panels under direct tension. The test results also show significant differences in behavior between steel and GFRP-RC panels with respect to cracking characteristics, stress-strain relations, and failure loads. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPanels. =650 \0$aBiaxial. =650 \0$aTest facility. =650 \0$aDirect tension. =650 \0$aServiceability. =650 \0$aReinforced concrete. =650 \0$aSteel$xCorrosion. =650 \0$aCracking. =650 14$aBiaxial. =650 24$aDirect tension. =650 24$aFRP. =650 24$aPanels. =650 24$aReinforced concrete. =650 24$aTest facility. =650 24$aCracking. =650 24$aServiceability. =700 1\$aMarzouk, H.,$eauthor. =700 1\$aHussein, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101740.htm =LDR 02445nab a2200493 i 4500 =001 JTE101924 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101924$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101924$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS840 =082 04$a674$223 =100 1\$aVerrill, Steve,$eauthor. =245 10$aMaterial Variability and Repetitive Member Factors for the Allowable Properties of Engineered Wood Products /$cSteve Verrill, David E. Kretschmann. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aIt has been argued that repetitive member allowable property adjustments should be larger for high-variability materials than for low-variability materials. We report analytic calculations and simulations that suggest that the order of such adjustments should be reversed, that is, given the manner in which allowable properties are currently calculated, as the coefficient of variation of the strength distribution of individual elements increases, the upward repetitive member adjustments (if any) of assemblies constructed from these elements should decrease. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAssembly. =650 \0$aRedundancy. =650 \0$aReliability. =650 \0$aWood. =650 \0$aWood products. =650 14$aAssembly. =650 24$aReliability. =650 24$aRedundancy. =700 1\$aKretschmann, David E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101924.htm =LDR 03133nab a2200493 i 4500 =001 JTE102362 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102362$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102362$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA413.5 =082 04$a624.1/76028/7$223 =100 1\$aVerástegui Flores, R. D.,$eauthor. =245 10$aAnalyzing Settling of Fine-Grained Soil by Electrical Resistance Measurements /$cR. D. Verástegui Flores, G. Di Emidio, W. F. Van Impe. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe industry and construction sector face an increasing problem of how to dispose of its voluminous residues. Much of these residues are constituted of large amounts of liquid phase and fine-grained solids in suspension, for example mine tailings and dredged materials. Therefore, there is a need to develop technologies that aim at reducing the volume of these residues for economical disposal or treatment. Depending on the type of solid and liquid phase, a number of additives are currently used to speed up the sedimentation and reduce the volume of these suspensions. In order to investigate the impact of different additives, a laboratory setup was designed to monitor the sedimentation process. This setup consists of a transparent plastic tube provided with electrodes. This paper focuses on the evaluation and performance of electrical resistance measurement as a means to monitor the sedimentation of a fine-grained soil. Experimental work was carried out on suspensions of kaolin clay in deionized water and electrolyte solutions. The results showed that electrical resistance measurements can provide valuable information related to densification and fabric of the soft sediment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSettling. =650 \0$aElectrical resistance. =650 \0$aStrain gages. =650 \0$aElectric resistance$xMeasurement. =650 14$aSettling. =650 24$aClay. =650 24$aElectrical resistance. =700 1\$aDi Emidio, G.,$eauthor. =700 1\$aVan Impe, W. F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102362.htm =LDR 02524nab a2200505 i 4500 =001 JTE11404J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11404J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11404J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1925 =082 04$a678$223 =100 1\$aVallee, GE.,$eauthor. =245 10$aDevelopment of a Dynamic Load-Deflection Apparatus for Elastomeric Materials /$cGE. Vallee, A. Shukla. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aA method of experimentally determining the dynamic load-deflection behavior of elastomeric impact absorbers is developed. Particular attention was given to impact absorbers (bumpers) used in pneumatic fastening tools, and the dynamic load-deflection apparatus developed here closely replicated actual service conditions. Cylindrical specimens and actual bumpers were fabricated from epichlorohydrin and nitrile elastomers, two materials commonly used in the bumper application. The dynamic behavior of thin circular disks is also studied and brief comparison with the Split Hopkinson Pressure Bar technique is given. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aElastomers. =650 \0$aImpact absorber. =650 \0$aDynamic stiffness. =650 \0$aPneumatic fastening tool. =650 \0$aElastomer. =650 14$aElastomers. =650 24$aImpact absorber. =650 24$aDynamic stiffness. =650 24$aPneumatic fastening tool. =700 1\$aShukla, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11404J.htm =LDR 02656nab a2200613 i 4500 =001 JTE11408J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11408J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11408J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA438 =082 04$a620.1/35$223 =100 1\$aSickels Taves, LB.,$eauthor. =245 10$aElastic Strain, Creep, and Recovery in Mortars :$bAdditional Analysis /$cLB. Sickels Taves. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThis paper examines the subject of elastic strain, creep, and their recoveries in mortars. An experimental program, outlined in an earlier issue of this journal, was undertaken to study the behaviors of mortars alone. Results indicated that the lime component directly and favorably affects movement in mortars. The obtained data were studied further, particularly the early minutes under compression, to determine if prior conclusions held firm and to continue to add to existing knowledge of mortars and their properties. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aLimes. =650 \0$aCements. =650 \0$aMortars. =650 \0$aRecovery. =650 \0$aStresses. =650 \0$aElastic strain. =650 \0$aCompressive strength. =650 \0$aCement composites$xMechanical properties. =650 \0$aStrain hardening. =650 \0$aReinforced concrete. =650 14$aElastic strain. =650 24$aCreep. =650 24$aRecovery. =650 24$aCompressive strength. =650 24$aMortars. =650 24$aLimes. =650 24$aCements. =650 24$aStresses. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11408J.htm =LDR 02968nab a2200541 i 4500 =001 JTE11409J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11409J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11409J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aCC79.E85 =082 04$a930.1$223 =100 1\$aMunro, RG.,$eauthor. =245 10$aMaterial Specifications of Advanced Ceramics in Corrosion Studies /$cRG. Munro. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aChemical and physical data are often reported independently in materials property databases. However, when specific applications of these data are considered, it is easily recognized that such specifications have limited utility unless the interdependence of the chemical and physical information is also reported. In this paper, the chemical and physical specification of silicon carbide, with an anticipated application to corrosion, is used as a prototypic case study of the database design requirements. With respect to corrosion, the chemical data are needed in the context of the structural information; i.e., the chemical compositions of the bulk material, the surface layers, the grain boundary regions, and regional interfaces must be distinguished. Standards for the database structure will be discussed in the context of the efficiency of the storage and retrieval system, the interdependence of chemical and physical characteristics, and the effective use of the information in subsequent applications. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCeramics. =650 \0$aDatabase. =650 \0$aCorrosion. =650 \0$aStandards. =650 \0$aChemical composition. =650 \0$aMaterials specification. =650 \0$aCeramics$vAnalysis. =650 14$aCeramics. =650 24$aChemical composition. =650 24$aCorrosion. =650 24$aDatabase. =650 24$aMaterials specification. =650 24$aStandards. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11409J.htm =LDR 02797nab a2200589 i 4500 =001 JTE11401J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11401J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11401J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aPutatunda, SK.,$eauthor. =245 10$aFracture Toughness of Unalloyed Austempered Ductile Cast Iron (ADI) /$cSK. Putatunda, I. Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThe influence of microstructure on the tensile properties and the plane strain fracture toughness (KIc) of unalloyed austempered ductile cast iron (ADI) was examined in room temperature ambient atmosphere. The crack growth mechanism during fracture toughness tests was determined through detailed fractographic studies. Compact tension and round cylindrical specimens were prepared from unalloyed ADI and were given four different austempering heat treatments to produce four different microstructures. Tensile properties and fracture toughness of these four differently heat-treated materials as well as cast materials were determined as per relevant ASTM standards. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFerrite. =650 \0$aAustenite. =650 \0$aCast iron. =650 \0$aAustempering. =650 \0$aAlloying elements. =650 \0$aFracture toughness. =650 \0$aMechanical properties. =650 \0$aFracture mechanics. =650 14$aFracture toughness. =650 24$aAustempered ductile cast iron (ADI) =650 24$aCast iron. =650 24$aMechanical properties. =650 24$aAustempering. =650 24$aAlloying elements. =650 24$aFerrite. =650 24$aAustenite. =700 1\$aSingh, I.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11401J.htm =LDR 02407nab a2200457 i 4500 =001 JTE11403J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11403J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11403J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/126$223 =100 1\$aYates, JR.,$eauthor. =245 10$aMixed Mode Stress Intensity Calibrations for an Angled Crack Bend Specimen /$cJR. Yates, KF. Ho, MR. Goldthorpe. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aTest specimens with angled or inclined cracks are frequently used to investigate mixed mode fatigue and fracture properties. A full three-dimensional (3-D) linear elastic finite element stress analysis has been performed for a beam with an angled single edge crack subjected to three-point bend loading. Crack angles of 45°, 60°, 75°, and 90° to the longitudinal axis of the beam have been considered. The resulting geometric correction terms to the linear elastic fracture mechanics (LEFM) mode I, II, and III stress intensity factors are presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture mechanics. =650 14$aLinear elastic fracture mechanics (LEFM) =650 24$aMixed mode stress intensity factors. =650 24$aFinite element stress analysis. =700 1\$aHo, KF.,$eauthor. =700 1\$aGoldthorpe, MR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11403J.htm =LDR 02668nab a2200517 i 4500 =001 JTE11410J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11410J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11410J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC51.U6 =082 04$a530/.028/4$223 =100 1\$aPrabhakara Rao, G.,$eauthor. =245 12$aA Study of the Variation of Neutron Skyshine Dose with Respect to Roof Thickness, Source Spectrum Distribution /$cG. Prabhakara Rao, PK. Sarkar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aSensitivities of neutron skyshine dose calculation from particle accelerators to certain parameters like roof thickness, distance of the neutron source from the roof, and fraction of the high-energy part of the neutron spectrum were evaluated using response surface methodology. The calculations were done for distances ranging from 100 to 2000 m for various nominal values of roof thickness and for 50- and 60-MeV ?-induced neutron spectra on thick tantalum targets. Roof thickness is found to be the most sensitive parameter, and next is the high-energy part of the source neutron distribution, followed by the interaction term of the two variables. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSensitivity. =650 \0$aAccelerator shielding. =650 \0$aNeutron skyshine dose. =650 \0$aAir-scattered neutrons. =650 \0$aNeutrons. =650 \0$aNeutron sources. =650 14$aAir-scattered neutrons. =650 24$aNeutron skyshine dose. =650 24$aSensitivity. =650 24$aAccelerator shielding. =700 1\$aSarkar, PK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11410J.htm =LDR 02943nab a2200541 i 4500 =001 JTE11402J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11402J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11402J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aLaird, G.,$eauthor. =245 10$aRepetitive- and Single-Blow Impact Testing of Wear-Resistant Alloys /$cG. Laird. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b51 =520 3\$aRepetitive-impact and impact toughness tests provide two distinct measures of a material's ability to resist impact-related wear phenomena. These tests are described in detail and results are presented for a variety of cast and forged wear-resistant alloys. In particular, past research at the U.S. Bureau of Mines using the ball-on-block and ball-on-ball repetitive-impact test is reviewed and the wear-related phenomena associated with repetitive impact are described. Impact toughness was measured using a modified dynamic tear test. To account for the heterogeneous and brittle nature of many wear-resistant alloys, a new tear test specimen was developed. Impact energies are presented for a variety of cast alloys and compared against literature values for static and dynamic fracture toughness of similar alloys. It is shown that repetitive-impact and single-blow impact tests allow a unique characterization of the material's behavior to crack initiation and propagation that dominate many wear environments. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWear. =650 \0$aImpact. =650 \0$aFracture. =650 \0$aToughness. =650 \0$aWhite cast irons. =650 \0$aWear-resistant alloys. =650 \0$aFracture mechanics. =650 14$aWear. =650 24$aImpact. =650 24$aToughness. =650 24$aWhite cast irons. =650 24$aWear-resistant alloys. =650 24$aFracture. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11402J.htm =LDR 02668nab a2200565 i 4500 =001 JTE11405J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11405J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11405J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aLee, Y-L,$eauthor. =245 10$aDurability Design Process of a Vehicle Suspension Component /$cY-L Lee, MN. Raymond, MA. Villaire. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aAn improved methodology to quantitatively assess fatigue lives of automotive structures and to identify critical and non-damaging areas for design enhancement and weight reduction is presented. The methodology of automated fatigue assessment, called CAE-FATIGUE (Computer Aided Engineering in Fatigue), combines a load-time history file with the result file from an elastic finite element analysis to estimate fatigue lives (damage contours). The CAE-FATIGUE methodology is of particular value when it is used as a proactive tool in the early design stage to reduce design iterations and prototype costs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aKnuckle. =650 \0$aDurability. =650 \0$aCritical plane. =650 \0$aFinite element analysis. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aDurability. =650 24$aCritical plane. =650 24$aFatigue. =650 24$aComputer aided engineering (CAE) =650 24$aKnuckle. =650 24$aFinite element analysis. =700 1\$aRaymond, MN.,$eauthor. =700 1\$aVillaire, MA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11405J.htm =LDR 02495nab a2200493 i 4500 =001 JTE11406J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11406J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11406J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA278.2 =082 04$a519.5/36$223 =100 1\$aMandel, J.,$eauthor. =245 10$aStructure and Outliers in Interlaboratory Studies /$cJ. Mandel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe current statistical analysis of interlaboratory test data involves tests of significance for outliers. In this paper we show that the use of tests of significance is faulty and we propose instead an analysis according to a row-linear model. This approach involves an examination of straight lines fitted by least squares for all laboratories against the averages over all laboratories for each level in the two-way table. By this method, a laboratory can be judged both in terms of the position of its response line when compared to other laboratories, as well as in terms of the residuals of the observed measurements from the fitted line. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOutliers. =650 \0$aRegression. =650 \0$aInterlaboratory testing. =650 \0$aOutliers (Statistics) =650 \0$aRegression analysis. =650 14$aInterlaboratory testing. =650 24$aOutliers. =650 24$aRegression. =650 24$aStatistical evaluation of outliers. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11406J.htm =LDR 02457nab a2200553 i 4500 =001 JTE11407J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11407J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11407J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA410 =082 04$a620.1/12$223 =100 1\$aCerra, AP.,$eauthor. =245 10$aDevelopment of a New Accelerated Adhesion Test for Silicone Sealants /$cAP. Cerra. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aExisting accelerated laboratory adhesion tests for silicone sealants are shown to lack the discrimination necessary to assess relative adhesive behavior. A novel test protocol is offered that enables improved discrimination by more precisely quantifying the adhesive strength of the sealant/substrate system. The method is based on the simultaneous application of both mechanical and environmental stress, in order to promote adhesive failure at loads below the cohesive strength of the bulk sealant. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTesting. =650 \0$aAdhesion. =650 \0$aSealants. =650 \0$aSilicone. =650 \0$aAccelerated. =650 \0$aStructural glazing. =650 \0$aAccelerated life testing. =650 \0$aWeathering. =650 14$aSealants. =650 24$aSilicone. =650 24$aAdhesion. =650 24$aTesting. =650 24$aAccelerated. =650 24$aStructural glazing. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11407J.htm =LDR 03360nab a2200517 i 4500 =001 JTE11792J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11792J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11792J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aGu, I.,$eauthor. =245 10$aMaximum-Load Predictions in the Dugdale Model Using a Critical CTOA Criterion /$cI. Gu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aAn engineering method of elastic-plastic fracture analysis is suggested for plane-strain specimens under tension. The condition for an increment of crack extension is set by a critical increment of crakc tip opening displacement (CTOD). The CTOD increment divided by the incremental crack extension is a critical crack tip opening angle (CTOA), assumed to be constant for a material of a given thickness, characterizing the tearing resistance of material. Based on a finite-element analysis of crack tip deformation, a load term in the CTOD equation of the Dugdale strip yield model is modified to accommodate large and small scale yielding, for which cohesive stress in the strip is assumed greater than that for the plane-stress model Approximate generalization of the Dugdale model is suggested for finite-size specimens. A definition of CTOD is reviewed with a round and sharp crack tip. In a successive application of the CTOA criterion at a current extending crack tip, the integration of the incremental crack extensions and load increments after fracture mitration gives a relationship in which a maximum load is either a peak load or a limit load on an unbroken ligament. Material constants are evaluated so that the calculated loads agree with test loads at each crack extension. The proposed method is applied to various specimens of 304 stainless steel for which test data are available. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMaximum load. =650 \0$aDugdale model. =650 \0$aCrack extension. =650 \0$aElastic-plastic fracture. =650 \0$aFracture mechanics. =650 14$aDugdale model. =650 24$aCrack extension. =650 24$aMaximum load. =650 24$aElastic-plastic fracture. =650 24$aCrack tip opening angle (CTOA) =650 24$aCrack tip opening displacement (CTOD) =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11792J.htm =LDR 02834nab a2200589 i 4500 =001 JTE11801J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11801J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11801J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS335 =082 04$a632.90182$223 =100 1\$aLehman, FL.,$eauthor. =245 10$aAutomated Data Acquisition and Load and Strain Measurement Resolution /$cFL. Lehman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aAutomated data acquisition for compaterized analysis has become commonplace. Typical testing systems now have, in addition to traditional analog or digital indicators for load and strain measurement, data acquisition subsystems that provide load and strain data to a computer for later analysis. Current standards specify procedures for the verification of load and strain accuracy based upon readings from analog or digital indicators. A standard procedure must be developed for the verification of load and strain acquired data. Such a procedure must define a method for determining resolution from characteristics of the acquired data. This paper discusses the issues pertaining to resolution of measurement as it applies to accuracy verification. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNoise. =650 \0$aSpectrum. =650 \0$aBandwidth. =650 \0$aResolution. =650 \0$aSampling rate. =650 \0$aData acquisition. =650 \0$aStandard deviation. =650 \0$aSampling (Statistics) =650 \0$aSequential analysis. =650 14$aResolution. =650 24$aData acquisition. =650 24$aAnalog to digital converter. =650 24$aNoise. =650 24$aStandard deviation. =650 24$aSampling rate. =650 24$aBandwidth. =650 24$aSpectrum. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11801J.htm =LDR 02586nab a2200541 i 4500 =001 JTE11800J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11800J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11800J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1637 =082 04$a621.36/7$223 =100 1\$aGarner, EL.,$eauthor. =245 10$aWhat's New in Traceability /$cEL. Garner, SD. Rasberry. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe traditional concept of measurement traceability in the United States has focussed on an unbroken hierarchial pathway of measurement compatisons to national standards Also ingrained in tradition is the tendency to focus on the audit trail rather than on a quality measurement assurance program in which there is sufficient accuracy to accomplish the intended purpose. Evolutionary changes in the U.S. concept of traceability and the forces producing them will be reviewed. Specific examples are used to illustrate the traditional approach to traceability as well as options that might be exercised in the future. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAccuracy. =650 \0$aTraceability. =650 \0$aIntended purpose. =650 \0$aUnoroken pathway. =650 \0$aMeasurement compansons. =650 \0$ameasurement. =650 14$aAccuracy. =650 24$aIntended purpose. =650 24$aMeasurement compansons. =650 24$aMeasurement quality assurance. =650 24$aUnoroken pathway. =650 24$aTraceability. =700 1\$aRasberry, SD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11800J.htm =LDR 02789nab a2200613 i 4500 =001 JTE11793J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11793J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11793J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC191 =082 04$a620.1/632$223 =100 1\$aWolfenden, A.,$eauthor. =245 13$aAn Assessment of the Piezoelectric Ultrasonic Composite Oscillator Technique (PUCOT) for Measuring the Elastic and Technical Constants of Solids /$cA. Wolfenden, MR. Harmouche. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aAn assessment of the methodology of the piezoelectric ultrasonic composite oscillator technique (PUCOT) shows that the present PUCOT equations are invalid for anisotropic materials. The appropriate differential equations governing elastic waves propagating in thin rods are solved for the required relationships between the response resonant frequencies and the elastic constants. Experimental results for silver, aluminum, and copper single crystals, which have anisotropy factors of 3.1, 1.2, and 3.2, respectively, are presented to support the theoretical findings. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCopper. =650 \0$aSilver. =650 \0$aModulus. =650 \0$aAluminum. =650 \0$aElasticity. =650 \0$aSingle crystals. =650 \0$aElastic constants. =650 \0$aYoung's modulus. =650 \0$aElastic properties. =650 \0$aMathematical physics. =650 14$aElastic constants. =650 24$aElasticity. =650 24$aYoung's modulus. =650 24$aModulus. =650 24$aSilver. =650 24$aAluminum. =650 24$aCopper. =650 24$aSingle crystals. =700 1\$aHarmouche, MR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11793J.htm =LDR 04018nab a2200553 i 4500 =001 JTE11802J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11802J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11802J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD75.4.C34 =082 04$a621.37/2$223 =100 1\$aWatson, RB.,$eauthor. =245 10$aCalibration Techniques for Extensometry :$bPossible Standards of Strain Measurement /$cRB. Watson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe search for an adequate reference strain measuring technique for use in the materials testing laboratory has spanned several decades. Early methods relied on properly calibrated extensometers. Two examples are Tuckerman's Optical Strain Gage and Bergqvist's highly refined inductive and strain gage based extensometers. Length standards were used to calibrate these devices Initially, mechanical displacement mechanisms were used as extensometer checking devices, but with the advent of lasers, the Michelson interferometer has become a dominant displacement measuring tool Advances in stabilizing hardware and electronic detectors have led to the availability of Michelson systems with a resolution better than 5 nm. Microelectronics manufacturing techniques have been used to replicate entire Michelson systems on a silicon chip Advances in detector technology have also led to interferometric linear encoders with resolutions commensurate to classical interferometers. New techniques are being developed that can report strain and do not require initial calibration by displacement measuring instruments Moire interferometry, using a reference grating frequency of 2400 lines mm, has many valuable traits for providing laboratory strain measurements traceable to the National Institute for Standards and Technology (NIST). Experience with strain calibration by more indicates a measurement uncertainty of less than 0.1% corresponding to an accuracy of better than 1 ?m m. Bonded metallic electrical resistance strain gages possess essentially limitless resolution, but accuracy must be established. When properly calibrated, bonded strain gages operating within their elastic range could serve as Class A extensometers. This paper reviews some of the more interesting approaches from the past, analyzes some current methods being investigated, and comments on possibilities for the future concerning the difficult task of finding a suitable calibration technique for use with strain measuring devices. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMoire. =650 \0$aStrain. =650 \0$aDisplacement. =650 \0$aExtensometer. =650 \0$aInterferometer. =650 \0$aCalibration. =650 \0$aTECHNOLOGY & ENGINEERING$xMechanical. =650 14$aExtensometer. =650 24$aStrain. =650 24$aDisplacement. =650 24$aCalibration. =650 24$aInterferometer. =650 24$aMoire. =650 24$aBonded electrical strain gage. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11802J.htm =LDR 02439nab a2200541 i 4500 =001 JTE11795J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11795J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11795J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aDoolin, PK.,$eauthor. =245 10$aLaboratory Testing Procedure for Evaluation of Moving Bed Catalyst Attribution /$cPK. Doolin, DM. Gainer, JF. Hoffman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aA laboratory scale attribution test has been designed to simulate particle-particle and particle-wall attrition forces which are similar to those experienced in commercial moving bed units. The modified drum test uses two concentric rotating drums to induce particle breakage. Using this test, the distribution of particle shapes and sizes produced by catalyst attrition in a moving bed unit have been successfully duplicated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture. =650 \0$aGrinding. =650 \0$aAttrition test. =650 \0$aCatalyst attrition. =650 \0$aCatalyst particles. =650 \0$aFracture mechanics. =650 14$aAttrition test. =650 24$aCatalyst attrition. =650 24$aCatalyst particles. =650 24$aFracture. =650 24$aGrinding. =700 1\$aGainer, DM.,$eauthor. =700 1\$aHoffman, JF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11795J.htm =LDR 02923nab a2200577 i 4500 =001 JTE11804J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11804J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11804J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA706 =082 04$a624.1/5132$223 =100 1\$aMellegard, KD.,$eauthor. =245 10$aPressure and Flexible Membrane Effects on Direct-Contact Extensometer Measurements in Axisymmetric Compression Tests /$cKD. Mellegard, TW. Pfeifle, AF. Fossum, PE. Senseny. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aAxisymmetric compression tests have become routine tests in laboratory experiments on pressure-seasitive materials like geologic material. The usual compression test unes right-circular-cylindrical specimens that are encased in a protective membrane, placed in a pressure vessel, and then subjected to some combination of axial stresses and confining pressures. The best measurement of the resulting specimen deformation can be made by installing pressure-rated instrumentation directly on the specimen. However, responsible experimental practice requires that the effects of pressure and the protective membrane on the deformation measurements be understood. This paper attempts to quantify such effects. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRock testing. =650 \0$aJacket effects. =650 \0$aPressure effects. =650 \0$aUniaxial strain (US) =650 \0$aRocks$xTesting. =650 \0$aHydraulic fracturing. =650 \0$aRock mechanics. =650 14$aPressure effects. =650 24$aJacket effects. =650 24$aTriaxial compression (TC) =650 24$aUniaxial strain (US) =650 24$aHydrostatic compression (HC) =650 24$aRock testing. =700 1\$aPfeifle, TW.,$eauthor. =700 1\$aFossum, AF.,$eauthor. =700 1\$aSenseny, PE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11804J.htm =LDR 01906nab a2200409 i 4500 =001 JTE11799J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11799J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11799J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA413.5 =082 04$a620.1/123/0287$223 =100 1\$aPerlov, A.,$eauthor. =245 10$aIntroduction to Workshop on Accuracy of Load and Strain Measurement of Testing Machines /$cA. Perlov. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThese questions and others related to the accuracy of test results in material testing were subjects of the papers presented at the workshop on Accuracy of Load and Strain Measurement of Testing Machines, held on 18 November 1992 in Miami, FL. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrains and stresses$xMeasurement. =650 \0$aMaterials$xTesting. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11799J.htm =LDR 03116nab a2200565 i 4500 =001 JTE11798J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11798J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11798J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQR177 =082 04$a616/.01$223 =100 1\$aCibulsky, RJ.,$eauthor. =245 10$aFormulation and Application Technologies for Microbial Pesticides :$bReview of Progress and Future Trends /$cRJ. Cibulsky, BN. Devisetty, GL. Melchior, BE. Melin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aDuring the past twenty years, a number of technological advancements have been made in the development of microbial pesticides for use in agricultural and forest insect control programs. The microbial pesticide currently used for the majority of these applications has been Bacillus thuringiensis (Bt) var. kurstaki. This organism has proven itself to be a valuable tool for the control of lepidopterous insects on vegetables, cotton, soybean, and in hardwood and coniferous forests. The expansion of Bt from the original vegetable crop applications to field crops and forest insect control programs has occurred along with significant advances in technology involving the culture, mass production, formulation, and application of this unique microbe. The current interest in Bt and microbial insect control agents has been heightened by the recent development of significant resistance to chemical insecticides in a number of target insect species. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBacteria. =650 \0$aFormulation. =650 \0$aMicrobial pesticides. =650 \0$aUltra-low volume (ULV) =650 \0$aDrug Resistance, Microbial. =650 \0$aAntibiotics. =650 14$aMicrobial pesticides. =650 24$aFormulation. =650 24$aBacillus thuringiensis var. kurstaki. =650 24$aDiPel2. =650 24$aBacteria. =650 24$aUltra-low volume (ULV) =700 1\$aDevisetty, BN.,$eauthor. =700 1\$aMelchior, GL.,$eauthor. =700 1\$aMelin, BE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11798J.htm =LDR 02601nab a2200577 i 4500 =001 JTE11797J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11797J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11797J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aCC79.E85 =082 04$a930.1$223 =100 1\$aMartínez, MA.,$eauthor. =245 10$aTechniques for the Determination of the Static and Dynamic Internal Friction Coefficients of Ceramic Powder /$cMA. Martínez, R. Cortés, V. Sánchez-Gálvez, C. Navarro. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThis paper discusses different techniques for the experimental estimation of the static and dynamic internal friction coefficients of fragmented ceramics. These were applied to the powders of two ballistic ceramics, SiC and Al2O3. The relationship between the fragment sire and the internal friction coefficients of the powders was determined. The results obtained with the different techniques are compared. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAlumina. =650 \0$aCeramic powder. =650 \0$aSilicon carbide. =650 \0$aCoulomb friction. =650 \0$aInternal friction. =650 \0$aBallistic ceramics. =650 \0$aCeramics$vAnalysis. =650 14$aAlumina. =650 24$aSilicon carbide. =650 24$aCeramic powder. =650 24$aInternal friction. =650 24$aBallistic ceramics. =650 24$aCoulomb friction. =700 1\$aCortés, R.,$eauthor. =700 1\$aSánchez-Gálvez, V.,$eauthor. =700 1\$aNavarro, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11797J.htm =LDR 02489nab a2200529 i 4500 =001 JTE11796J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11796J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11796J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aUG489 =082 04$a623.4/6$223 =100 1\$aGilchrist, A.,$eauthor. =245 10$aDynamic Testing of the Strength of Helmet Chin Straps /$cA. Gilchrist, NJ. Mills. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aA dynamic test of-chin strap strength was introduced into the British Standard BS 2495 in 1980. This test has subsequently been adapted for bicycle and horse riding helmets without the same correlation between accident and test failures being established. The causes of force peaks and oscillations in the test traces have been identified, and a means was found of obtaining reliable chin strap force measurements. Recommendations are made for improving the test so that chain straps and buckles are adequately strong but not over-designed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHelmet. =650 \0$aModeling. =650 \0$aBritish Standards. =650 \0$aDynamic strength test. =650 \0$aHelmetmounted displays. =650 \0$aHuman engineering. =650 14$aChin strap failure. =650 24$aHelmet. =650 24$aDynamic strength test. =650 24$aBritish Standards. =650 24$aModeling. =700 1\$aMills, NJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11796J.htm =LDR 02403nab a2200505 i 4500 =001 JTE11794J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11794J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11794J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD466 =082 04$a541.2/4$223 =100 1\$aGay, DM.,$eauthor. =245 10$aEnhancing Thermal Hazard Awareness with Compatibility Charts /$cDM. Gay, DJ. Leggett. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aCompatibility (or Inter-Reactivity) charts provide a rapid and straightforward approach to the plant-wide dissemination of hazards associated with the inadvertent mixing of chemicals. This paper will describe The Dow Chemical Company's approach to the building and use of these charts. Incorporation of compatibility charts in safety and routine process chemistry training and for hazard evaluation will also be described. The benefits of using a personal computer to generate uniform charts will be addressed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSafety. =650 \0$aInter-reactivity. =650 \0$aReactive chemicals. =650 \0$aChemical compatibility. =650 \0$aChemical elements. =650 14$aChemical compatibility. =650 24$aInter-reactivity. =650 24$aReactive chemicals. =650 24$aSafety. =700 1\$aLeggett, DJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11794J.htm =LDR 02799nab a2200565 i 4500 =001 JTE11803J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11803J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11803J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5415.153 =082 04$a658.5$223 =100 1\$aCroman, RB.,$eauthor. =245 14$aThe Use of Robotics to Eliminate Testing Variability in the Evaluation of Polymeric Matrix Composites Subjected to Three-Point Flexure /$cRB. Croman, DW. Jefferis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA set of 54 flexural specimens of unidirectional AS-4 graphite reinforced J-2 Polymer, an amorphous thermoplastic polymeric matrix, was tested via a robotic testing setup. Because the testing was robot performed, it is here claimed that the variation of the test results is produced by the variability of the material and not by variation in testing method. An analysis of the test results has been correlated to the various aspects of the failture history observed for these specimens. In addition, an analysis of the scatter in failure strengths has been used to predict the scatter previously observed in flexural fatigue lifetimes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCarbon fibers. =650 \0$aRobotic testing. =650 \0$aFlexural testing. =650 \0$aPolymeric composites. =650 \0$aStatistical analysis. =650 \0$aThermoplastic matrix. =650 \0$aComposites. =650 \0$aComposite materials. =650 14$aPolymeric composites. =650 24$aFlexural testing. =650 24$aRobotic testing. =650 24$aThermoplastic matrix. =650 24$aCarbon fibers. =650 24$aStatistical analysis. =700 1\$aJefferis, DW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11803J.htm =LDR 02495nab a2200553 i 4500 =001 JTE10066J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10066J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10066J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD54.C4 =082 04$a543/.083$223 =100 1\$aBabitz, M.,$eauthor. =245 10$aDetermination of Trace Amounts of Sediment in Gas-Oil /$cM. Babitz, A. Rocker. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aThe proposed method is suitable for quantitative determination of trace amounts of sediments in gas-oil on the order of 0.001 percent in the presence of water. It is a modification of the ASTM Standard Method of Test for Water and Sediment in Crude Oils and Fuel Oils by Centrifuge (D 1796) and the ASTM Standard Method of Test for Water and Sediment in Distillate Fuels by Centrifuge (D 2709) and uses a 1:1 mixture of toluene and isopropanol as solvent for centrifugation. Its repeatability is on the order of 0.002 percent. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGas-oil. =650 \0$aToluene. =650 \0$aSediments. =650 \0$aIsopropanol. =650 \0$aMoisture content. =650 \0$aCentrifugation. =650 \0$aSeparation (Technology) =650 14$aSediments. =650 24$aGas-oil. =650 24$aMoisture content. =650 24$aCentrifugation. =650 24$aIsopropanol. =650 24$aToluene. =700 1\$aRocker, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10066J.htm =LDR 02200nab a2200529 i 4500 =001 JTE10065J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10065J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10065J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK1001 =082 04$a621.31$223 =100 1\$aGemmill, MG.,$eauthor. =245 14$aThe Contribution of Materials Technology to Power Generation /$cMG. Gemmill. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThe scientific principles governing metal behavior will be considered in regard to creep, fracture, and corrosion processes as they relate to the successful development of materials for high temperature engineering applications. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCorrosion. =650 \0$aCreep strength. =650 \0$aFracture strength. =650 \0$aHigh temperature tests. =650 \0$aElectric power generation. =650 \0$aElectric power. =650 \0$aElectric power supply. =650 14$aElectric power generation. =650 24$aCreep strength. =650 24$aFracture strength. =650 24$aCorrosion. =650 24$aHigh temperature tests. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10065J.htm =LDR 02754nab a2200505 i 4500 =001 JTE10072J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10072J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10072J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC189 =082 04$a541.341$223 =100 1\$aSchweyer, HE.,$eauthor. =245 10$aGlass Transition of Asphalts Under Pressure /$cHE. Schweyer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aA study was made of the glass transition phenomena on 28 different types of asphalts by means of a simple dilatometric procedure. The study was made over a range of pressures from 1 atm pressure up to approximately 2000 atm in some instances. A study of the pressure susceptibility of the asphalt glass transition temperature demonstrated that there is a linear relationship between the glass transition temperature and the pressure. The slope of this relationship was evaluated as the pressure sensitivity of the asphalt. Data are also presented on the viscosity of certain asphalts at temperatures of 10 to 60°C under 500 atm pressure. From plots of viscosity temperature data the viscosity at the glass transition temperature under 1 atm and 500 atm are compared. It was found for many of the asphalt studies that the viscosity at the glass transition was approximately 109 poises for estimates at both 1 and 500 atm absolute pressures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalts. =650 \0$aBitumens. =650 \0$aPressure. =650 \0$aViscosity. =650 \0$aMechanics. =650 14$aAsphalts. =650 24$aGlass transition temperature. =650 24$aViscosity. =650 24$aPressure. =650 24$aBitumens. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10072J.htm =LDR 02265nab a2200481 i 4500 =001 JTE10070J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10070J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10070J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.Z6 =082 04$a546/.661$223 =100 1\$aKelley, JE.,$eauthor. =245 10$aContact Angle of Zinc on Some Ceramic Materials and Metals /$cJE. Kelley, HM. Harris. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aMeasurements were made of the contact angle of molten zinc drops on fifteen ceramic materials and four metals in high-purity helium and carbon monoxide atmospheres. Zinc of 99.9999-percent purity did not wet the oxide materials, glass-type coatings, or graphite; all contact angles were greater than 90 deg at 500 to 700°C in helium and 500 to 800°C in carbon monoxide. Materials tested that were most resistant to wetting by zinc were ZnO sinter, glazed fireclay, graphite, and mullite. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWetting. =650 \0$aCeramics. =650 \0$aZinc. =650 \0$aTransition metals. =650 14$aWetting. =650 24$aZinc. =650 24$aCeramics. =700 1\$aHarris, HM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10070J.htm =LDR 02512nab a2200565 i 4500 =001 JTE10068J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10068J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10068J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P5 =082 04$a668.4$223 =100 1\$aMitchell, GR.,$eauthor. =245 10$aPresent Status of ASTM Tracking Test Methods /$cGR. Mitchell. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThree standard tracking test methods have been developed, which are in active use in evaluating materials for medium voltage applications of electrical insulation. A fourth method, intended for evaluation of materials for low voltage applications, is in the interlaboratory development stage. A fifth method is being developed specifically for outdoor medium voltage insulation applications. Each of the test methods exhibits different advantages and disadvantages. Test methods must be selected based on testing objectives. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTests. =650 \0$aTracking. =650 \0$aElastomers. =650 \0$aTracking tests. =650 \0$aElectrical testing. =650 \0$aElectrical insulation. =650 \0$aPlastics. =650 \0$aPlastic materials. =650 14$aTracking. =650 24$aTracking tests. =650 24$aElectrical testing. =650 24$aElectrical insulation. =650 24$aElastomers. =650 24$aPlastics. =650 24$aTests. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10068J.htm =LDR 02528nab a2200553 i 4500 =001 JTE10067J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10067J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10067J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.C9 =082 04$a546/.652$223 =100 1\$aNakano, Y.,$eauthor. =245 10$aFatigue Behavior of Copper with Intermediate Surface Layer Removal /$cY. Nakano, BI. Sandor. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThe effect of single and periodic intermediate surface layer removal on the fatigue behavior of oxygen-free, high-conductivity copper was studied in the life range of 105 to 2 x 106 cycles.The fatigue tests were conducted at room temperature, in tension-compression, under load control, and without mean load.The surface layer removal was accomplished by electropolishing.The variables of the test conditions were the engineering stress range, the average grain size, and the atmosphere (air and argon gas) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPrestressing. =650 \0$aSurface effects. =650 \0$aElectropolishing. =650 \0$aDamage retardation. =650 \0$aFatigue (materials) =650 \0$aCopper. =650 \0$aTransition metals. =650 14$aFatigue (materials) =650 24$aCopper. =650 24$aElectropolishing. =650 24$aSurface effects. =650 24$aPrestressing. =650 24$aDamage retardation. =700 1\$aSandor, BI.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10067J.htm =LDR 02534nab a2200601 i 4500 =001 JTE10071J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10071J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10071J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a624.1/8$223 =100 1\$aWhiting, DA.,$eauthor. =245 10$aMechanical Properties of Epoxy Impregnated Concrete /$cDA. Whiting, PR. Blankenhorn, DE. Kline. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aConcrete has been impregnated with a particular epoxy system using a combined vacuum-pressure technique. Compressive modulus and compressive strength of these concretes were determined and found to be a function of total porosity. Results are compared with data previously reported for polymer concretes based on other monomer systems. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPorosity. =650 \0$aConcretes. =650 \0$aEpoxy resins. =650 \0$aCompressive modulus. =650 \0$aCompressive strength. =650 \0$aMechanical properties. =650 \0$aComposite materials. =650 \0$aReinforced solids. =650 14$aMechanical properties. =650 24$aConcretes. =650 24$aEpoxy resins. =650 24$aCompressive strength. =650 24$aComposite materials. =650 24$aPorosity. =650 24$aCompressive modulus. =650 24$aPolymer impregnated concrete. =700 1\$aBlankenhorn, PR.,$eauthor. =700 1\$aKline, DE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10071J.htm =LDR 02670nab a2200577 i 4500 =001 JTE10069J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10069J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10069J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.C9 =082 04$a546/.652$223 =100 1\$aFox, A.,$eauthor. =245 10$aStress-Relaxation Characteristics in Tension of High-Strength, High-Conductivity Copper and High Copper Alloy Wires /$cA. Fox. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe ability of pressure-type electrical connections to remain stable and reliable over long periods of time depends in large measure on the stress-relaxation characteristics of the conductor and the connector material. For applications such as the miniaturized solderless wrapped connection, traditionally made with copper No. C110 (ETP copper), the relaxation of the conductor is far greater than that which occurs in the terminal; hence, for this type of termination the behavior of the conductor material governs the stability of the termination. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHookup wire. =650 \0$aConductivity. =650 \0$aCopper alloys. =650 \0$aCreep (materials) =650 \0$aStress relaxation. =650 \0$aMechanical properties. =650 \0$aCopper. =650 \0$aTransition metals. =650 14$aConductivity. =650 24$aCopper alloys. =650 24$aCopper. =650 24$aCreep (materials) =650 24$aHookup wire. =650 24$aMechanical properties. =650 24$aStress relaxation. =650 24$aSolderless wrapped connections. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10069J.htm =LDR 03130nab a2200625 i 4500 =001 JTE10073J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10073J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10073J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLB1075 =082 04$a150$223 =100 1\$aGowda, CVB,$eauthor. =245 10$aDependence of Fatigue Notch Factor on Plasticity and Duration of Crack Growth /$cCVB Gowda, BN. Leis, KN. Smith. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aThe effects of several factors which influence the magnitude and variation with life of fatigue notch factor (Kf) are discussed in this paper. Plasticity at the roots of stress raisers is known to have the most dominant influence on the variation of Kf when a failure criterion of fatigue crack initiation is employed. When a failure criterion other than cycles to crack initiation is employed, the duration of crack propagation becomes a significant factor in the determination of magnitude and variation of Kf. The duration of crack propagation is viewed as a primary influence on the magnitude of Kf since the increase in propagation duration with increasing theoretical stress concentration factor (Kf) accounts in part for the decrease in notch sensitivity. New evidence is given to the influence of the above two factors on Kf and an attempt is made to add to the understanding of fatigue process in notched components. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrains. =650 \0$aStresses. =650 \0$aPlasticity. =650 \0$aSize effect. =650 \0$aCrack initiation. =650 \0$aCrack propagation. =650 \0$aFatigue (materials) =650 \0$aFatigue notch factor. =650 \0$aFatigue. =650 \0$aExhaustion. =650 14$aFatigue (materials) =650 24$aFatigue notch factor. =650 24$aStresses. =650 24$aStrains. =650 24$aCrack initiation. =650 24$aCrack propagation. =650 24$aSize effect. =650 24$aPlasticity. =700 1\$aLeis, BN.,$eauthor. =700 1\$aSmith, KN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10073J.htm =LDR 02925nab a2200553 i 4500 =001 JTE12246J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12246J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12246J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA347.F5 =082 04$a620.00151825$223 =100 1\$aJavidrad, F.,$eauthor. =245 12$aA Finite Element Investigation into the Effect of a Skew Insert in a Double-Cantilever Beam Specimen on Calculating Mode I Delamination Fracture Energy of Unidirectional Composites /$cF. Javidrad, MM. Mashadi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aIn the present paper, the effect of a skew insert in a double-cantilever beam specimen in evaluating Mode I delamination fracture energy (GIc) of unidirectional laminated composites is investigated numerically. A delamination growth analysis incorporating the finite element method is utilized to calculate variation of load-displacement-delamination length for a prescribed GIc as delamination propagates along the specimen. In order to evaluate the values of GIc as a function of delamination length, the calculated data were treated as experimental data and processed using two ASTM standard test data reduction methods. These are the modified beam theory and the compliance calibration methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFinite element. =650 \0$aFracture energy. =650 \0$aDelamination growth. =650 \0$aMode I delamination. =650 \0$aSkew delamination front. =650 \0$aFiniteelementmethod. =650 14$aSkew delamination front. =650 24$aFinite element. =650 24$aDelamination growth. =650 24$aMode I delamination. =650 24$aDouble-cantilever beam specimen. =650 24$aFracture energy. =650 24$aASTM standard data reduction methods. =700 1\$aMashadi, MM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12246J.htm =LDR 02624nab a2200505 i 4500 =001 JTE12238J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12238J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12238J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT55.3.P75 =082 04$a628.9/2$223 =100 1\$aTurcot, D.,$eauthor. =245 10$aTest Method Using Energy to Evaluate the Cut Resistance of Protective Clothing Against Chain Saws /$cD. Turcot, R. Daigle. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aWork with chain saws involves the risk of injury; workers wear protective equipment to protect themselves against these injuries. The question arises: How can the resistance of the protective equipment be evaluated? It can be evaluated either by using one of the test methods described in current standards or by using a new test method that has advantages over existing methods. The new test method is chosen because it measures the energy needed by a chainsaw to cut the protective equipment to be evaluated. The energy then becomes the performance criterion to classify the equipment and is an overall physical measurement parameter for evaluating the cut resistance of the material to a chainsaw. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aChain saw. =650 \0$aTest method. =650 \0$aProtective clothing. =650 \0$aProtective Devices. =650 \0$aEmergency Medical Technicians. =650 \0$aSafety. =650 14$aTest method. =650 24$aProtective clothing. =650 24$aChain saw. =700 1\$aDaigle, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12238J.htm =LDR 03014nab a2200565 i 4500 =001 JTE12239J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12239J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12239J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1/7765$223 =100 1\$aGilmour, KR.,$eauthor. =245 14$aThe Determination of the In-Plane Shear Characteristics of Aluminum Alloys /$cKR. Gilmour, AG. Leacock, MTJ Ashbridge. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe test method detailed in ASTM Standard Test Method for Shear Testing of Thin Aluminum Sheet Alloy Products (B 831) approximates the conditions of pure shear. The newly proposed test regime removes the rigid body rotation associated with pure shear and hence creates a simple shear deformation. The test also makes available an additional volume of empirical data by facilitating the measurement of both shear stress and strain throughout the test. The proposed test procedure was used to analyze the directionality of simple shear deformation in an aerospace 2024-T3 aluminum alloy. The shear yield strength determined using the newly proposed method was found to be approximately half of the uniaxial yield strength. The orthotropic response in shear was seen to differ from that exhibited during uniaxial testing. The stress-strain response in simple shear also illustrated the effect of the deformation restrictions through the appearance of serrated yielding. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTresca. =650 \0$aAluminum. =650 \0$aVon Mises. =650 \0$aAnisotropy. =650 \0$aSimple shear. =650 \0$aSerrated yielding. =650 \0$aShear (Mechanics) =650 14$aSimple shear. =650 24$aAnisotropy. =650 24$aAluminum. =650 24$aSerrated yielding. =650 24$aTresca. =650 24$aVon Mises. =700 1\$aLeacock, AG.,$eauthor. =700 1\$aAshbridge, MTJ,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12239J.htm =LDR 02930nab a2200565 i 4500 =001 JTE12241J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12241J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12241J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$avan Gorp, AC.,$eauthor. =245 12$aA Critical Appraisal of Fracture Toughness Measurements on AA6061 and an Al2O3-Particle Reinforced AA6061 Alloy for Various Heat Treatments /$cAC. van Gorp, KM. Mussert, M. Janssen, A. Bakker, S. van der Zwaag. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aA disadvantage of metal matrix composites (MMCs) is their assumed brittleness, which results in a low KIc. A possible way to make aluminum MMCs tougher is to heat treat them. In this investigation the influence of three different heat treatments on the KIc of AA6061 and AA6061 with 20 vol% Al2O3 is investigated. Special attention is paid to the set of requirements needed to obtain a valid KIc, as in some studies these are given little attention. In MMC material, the specimen geometry is governed by the delivered shape, which increases the risk of obtaining KQ instead of KIc values. It proves to be possible to obtain valid KIc data for the MMC using the standard disk-shaped compact tension geometry. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHeat treatment. =650 \0$aE 399 requirements. =650 \0$aFracture toughness. =650 \0$aMetal matrix composites. =650 \0$acomposite material. =650 \0$aComposites. =650 14$aFracture toughness. =650 24$aAA6061. =650 24$aMetal matrix composites. =650 24$aHeat treatment. =650 24$aE 399 requirements. =700 1\$aMussert, KM.,$eauthor. =700 1\$aJanssen, M.,$eauthor. =700 1\$aBakker, A.,$eauthor. =700 1\$avan der Zwaag, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12241J.htm =LDR 02444nab a2200493 i 4500 =001 JTE12244J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12244J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12244J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA355 =082 04$a621.8/11$223 =100 1\$aSingh, SP.,$eauthor. =245 10$aEffects of Recording Parameters on Power Density Spectra in Transport Vibration Measurement /$cSP. Singh, S. Sittipod. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThe variability that exists in the memory and the programmed recording parameters in various types of data recorders has not been well defined. This study investigated the effect of these differences on the final power spectrum density (PSD) generated by environmental data recorders (EDRA). Random vibration levels from both an electrohydraulic vibration table and a 40-ft truck shipment were measured using two types of data recorders. The PSD levels, both numerical and graphical, developed from various recording control parameters were compared. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aVibration. =650 \0$aTransportation. =650 \0$aPower density spectrum. =650 \0$aDamping (Mechanics) =650 \0$aDynamics, Rigid. =650 14$aTransportation. =650 24$aVibration. =650 24$aPower density spectrum. =700 1\$aSittipod, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12244J.htm =LDR 02984nab a2200541 i 4500 =001 JTE12240J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12240J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12240J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aWong, YK.,$eauthor. =245 10$aLow and High Cycle Fatigue Interaction in 316L Stainless Steel /$cYK. Wong, XZ. Hu, MP. Norton. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe interaction between initial low cycle fatigue (LCF) and high cycle fatigue (HCF) in 316L stainless steel is reported. Specimens were introduced to varying degrees of LCF and subsequently subjected to HCF until failure. LCF involves bulk plasticity where stress levels are usually above the yield strength of the material. On the other hand, HCF is predominantly elastic, and stress levels are below the yield strength of the material. Fatigue was carried out under strain control where two strain amplitudes in the LCF range with a common HCF strain amplitude were investigated. Results show that fatigue life decreased when specimens were introduced to increasing numbers of initial LCF. A linear life trend is observed for high numbers of LCF introduction, which deviates from linearity when lower numbers of LCF were introduced. It is therefore concluded that initial LCF causes substantial irreversible damage, subsequently reducing fatigue life in the HCF regime. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDislocations. =650 \0$aMetal fatigue. =650 \0$aRandom fatigue. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aLow and high cycle fatigue interaction. =650 24$aMetal fatigue. =650 24$aDislocations. =650 24$aRandom fatigue. =650 24$a316L stainless steel. =700 1\$aHu, XZ.,$eauthor. =700 1\$aNorton, MP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12240J.htm =LDR 03224nab a2200601 i 4500 =001 JTE12242J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12242J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12242J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aGegner, J.,$eauthor. =245 12$aA Powerful New Tool for Testing Adhesives In Situ /$cJ. Gegner, A. Öchsner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe thick-adherend tensile-shear test of adhesive technology is improved in the experimental part and supplemented with a new computer-aided evaluation method. Stepped substrates ensure a more uniform stress state by increasing the stiffness of the assembly. In order to minimize the influence of the adherend deformation, which is taken into account by a finite element calculation, the total displacement of the joint was measured directly at the overlap zone. For this purpose, two extensometers with strain gages were attached to each side of the specimen at three reference points. In this way, realistic shear data were obtained from the determined stress-strain diagrams. The evaluation procedure was also improved by developing a numerical test simulation technique that allows the computation of Young's modulus. Steel substrates and an anaerobic adhesive were used. The influences of both the test temperature and the bond gap on the mechanical properties of the joint were investigated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteel adherends. =650 \0$aSingle-lap joints. =650 \0$aStepped substrates. =650 \0$aTensile-shear test. =650 \0$aAdhesive technology. =650 \0$aAnaerobic adhesives. =650 \0$aShear test simulation. =650 \0$afinite element analysis. =650 \0$aStructural analysis (Engineering) =650 14$aAdhesive technology. =650 24$aTensile-shear test. =650 24$aSingle-lap joints. =650 24$aFinite element analysis. =650 24$aAnaerobic adhesives. =650 24$aSteel adherends. =650 24$aStepped substrates. =650 24$aShear test simulation. =700 1\$aÖchsner, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12242J.htm =LDR 02934nab a2200529 i 4500 =001 JTE12249J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12249J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12249J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.F55 =082 04$a363.72/88$223 =100 1\$aPandian, NS.,$eauthor. =245 10$aCalifornia Bearing Ratio Behavior of Soil/Fly Ash Mixtures /$cNS. Pandian, KC. Krishna, A. Sridharan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aFly ash is a hyproduct of the combustion of pulverized coal in thermal power plants. Energy and environmental considerations over the coming years point to greater use of coal and hence a further increase in the quantity of fly ash. Geotechnical and chemical characterization of fly ash and its interaction behavior with soil is likely to provide viable solutions for its large-scale disposal and utilization. Concerted efforts have been initiated in the laboratory to understand the effect of fly ash addition on the California Bearing Ratio (CBR) values of black cotton soil both for unsoaked and soaked conditions. The study indicates that CBR values of black cotton soil/fly ash mixtures increase up to an optimum fly ash content wherein fly ash acts as a coarser material. The CBR values decrease beyond this optimum fly ash content and again increase to an optimum value wherein black cotton soil acts as a binder. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFly ash. =650 \0$aCompaction. =650 \0$aBlack cotton soil. =650 \0$aCalifornia Bearing Ratio. =650 \0$aFly ash$xIndustrial applications. =650 \0$aFly ash$xEnvironmental aspects. =650 14$aCalifornia Bearing Ratio. =650 24$aCompaction. =650 24$aFly ash. =650 24$aBlack cotton soil. =700 1\$aKrishna, KC.,$eauthor. =700 1\$aSridharan, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12249J.htm =LDR 02333nab a2200517 i 4500 =001 JTE12247J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12247J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12247J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA664 =082 04$a624.1/8$223 =100 1\$aZhou, L.,$eauthor. =245 10$aProper Selection of the Stiffness of the Disk Spring Pile Cap in Pile Driving /$cL. Zhou, X. Zhou. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThis article analyzes the relationships among the stiffness of the composite disk spring pile cap, the pile penetration, and the dynamic stress within the body of the pile, in pile driving. The range for proper matching between the stiffness of the composite disk spring pile cap and the stiffness of the driven pile is determined through optimization analysis of the pile-driving process. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOptimization. =650 \0$aPile driving. =650 \0$aSpring stiffness. =650 \0$aDisk spring pile cap. =650 \0$aComposite construction. =650 \0$aStructural optimization. =650 14$aDisk spring pile cap. =650 24$aSpring stiffness. =650 24$aPile driving. =650 24$aOptimization. =700 1\$aZhou, X.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12247J.htm =LDR 03307nab a2200697 i 4500 =001 JTE12248J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12248J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12248J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHQ766 =082 04$a363.96$223 =100 1\$aKerr, LN.,$eauthor. =245 10$aCharacterization and Creation of Defects in Condoms /$cLN. Kerr, MP. Chaput, SM. Boyd, EA. Galevi, PA. Millward. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aDefects in condoms were examined, then characterized and compared with defects introduced using various techniques. Eighty-five percent of the condom defects examined were classified as either a hole (void in material) or a slit (puncture). Laser drilling and puncturing with a 160 ?m diameter acupuncture needle artificially introduced similar types of defects. Microscopic examination of the created defects, before and after FDA water leak testing, showed that this test method does not increase the size of preexisting microscopic defects. Examination also showed that these creation techniques generated reproducible defects within a condom type, with the size of acupuncture needle defects varying less than laser drilled defects. Results of water leak testing showed that the leakage characteristics of defects are affected by the material type, the condom shape and size, the type of defect and the defect size, and the presence of lubricant. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHoles. =650 \0$aLatex. =650 \0$aSlits. =650 \0$aCondoms. =650 \0$aDefects. =650 \0$aSynthetic. =650 \0$aPolyurethane. =650 \0$aDefect creation. =650 \0$aWater leak test. =650 \0$aCharacterization. =650 \0$aCondom use$xHealth aspects. =650 \0$aContraception. =650 14$aCondoms. =650 24$aWater leak test. =650 24$aDefects. =650 24$aDefect creation. =650 24$aCharacterization. =650 24$aLatex. =650 24$aSynthetic. =650 24$aPolyurethane. =650 24$aHoles. =650 24$aSlits. =700 1\$aChaput, MP.,$eauthor. =700 1\$aBoyd, SM.,$eauthor. =700 1\$aGalevi, EA.,$eauthor. =700 1\$aMillward, PA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12248J.htm =LDR 03170nab a2200601 i 4500 =001 JTE12245J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12245J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12245J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHQ766 =082 04$a363.96$223 =100 1\$aKerr, LN.,$eauthor. =245 10$aComparison of ISO/FDA and ASTM Condom Water Leak Test Methods /$cLN. Kerr, WS. Boivin, SL. Hamilton, SA. Mailhot, LG. O'Malley, SM. Boyd, VJB Pierdominici, HF. Bushar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThis research compares the ISO/FDA and ASTM water leak test methods for detecting defects in latex and synthetic condoms. Detection rates of standardized defects are quantified for four condom materials. The overall detection rate of the ISO/FDA method (53.4%) averages 12.3% higher than the ASTM method (41.1%) and is higher for each of the four condom materials. Detection rates for both test methods vary significantly by condom material. The ISO/FDA method is effective in detecting 30 ?m laser defects in polyurethane and latex condoms (79.9 and 69.7%, respectively), but is not very effective in baggy and high elongation condoms (24.4 and 39.7%). Due to the limited number of condoms tested, only four combinations of material, defect type, and hole location showed statistically significant differences in detection rates for ISO/FDA versus ASTM methods. Data produced by this research may help harmonize the ASTM and ISO/FDA water leak test methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCondom. =650 \0$aDefects. =650 \0$aWater leak test. =650 \0$aCondom use$xHealth aspects. =650 \0$aContraception. =650 14$aCondom. =650 24$aWater leak test. =650 24$aDefects. =650 24$aASTM. =650 24$aFDA. =650 24$aISO. =700 1\$aBoivin, WS.,$eauthor. =700 1\$aHamilton, SL.,$eauthor. =700 1\$aMailhot, SA.,$eauthor. =700 1\$aO'Malley, LG.,$eauthor. =700 1\$aBoyd, SM.,$eauthor. =700 1\$aPierdominici, VJB,$eauthor. =700 1\$aBushar, HF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12245J.htm =LDR 02757nab a2200577 i 4500 =001 JTE12243J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12243J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12243J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aHand, AJ.,$eauthor. =245 12$aA Performance Evaluation of Lightweight Non-Contact Pavement Profilers /$cAJ. Hand, AK. Mondal, DR. Ward. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aPavement smoothness was recently identified as the most significant factor the motoring public uses to judge the quality of U.S. roadways. A new generation of lightweight profilers has been developed that have the potential of providing nearly instantaneous smoothness measurements, giving contractors a tool to identify and address process control issues promptly and cost effectively. This new technology was cooperatively evaluated by a team of Purdue University and Indiana Department of Transportation (INDOT) researchers to assess the performance of the devices, as well as the potential for their use in Indiana. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPrecision. =650 \0$aProfile Index. =650 \0$aRepeatability. =650 \0$aReproducibility. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aAsphalt pavements. =650 24$aPortland cement concrete pavements. =650 24$aLightweight non-contact profiler. =650 24$aInternational Roughness Index. =650 24$aProfile Index. =650 24$aPrecision. =650 24$aRepeatability. =650 24$aReproducibility. =700 1\$aMondal, AK.,$eauthor. =700 1\$aWard, DR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12243J.htm =LDR 02992nab a2200601 i 4500 =001 JTE12237J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2001\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12237J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12237J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC176.8.M5 =082 04$a620.1/1892$223 =100 1\$aRaffard, D.,$eauthor. =245 10$aDisplacement and Strain Fields at a Stone/Mortar Interface by Digital Image Processing /$cD. Raffard, P. Ienny, J-P Henry. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2001. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThis work is part of a study of historical masonry behavior. It deals with the homogenization of periodic and heterogeneous structures like masonry, which is composed of stones linked by joints of mortar. Combined compressive-shearing tests were performed in order to study the mortar interface behavior. Deformation properties were measured, locally, by an optical extensometer. Like the speckle method, this principle uses digital image correlation processing. Compared to the volume of the joint, the size of aggregates induces heterogeneities. An experimental protocol is proposed to determine homogenous deformation according to joint width and localized deformation according to joint height. This approach accurately characterizes the interface at a microscale level and enhances high compaction strain at the interface. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMortar. =650 \0$aInterface. =650 \0$aGeomechanics. =650 \0$aLocalization. =650 \0$aStone masonry. =650 \0$aHomogenization. =650 \0$aOptical extensometer. =650 \0$aMicromechanics. =650 \0$aSolid state physics. =650 14$aStone masonry. =650 24$aGeomechanics. =650 24$aOptical extensometer. =650 24$aHomogenization. =650 24$aLocalization. =650 24$aInterface. =650 24$aMortar. =700 1\$aIenny, P.,$eauthor. =700 1\$aHenry, J-P,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 29, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2001$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12237J.htm =LDR 03950nab a2200601 i 4500 =001 JTE104576 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104576$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104576$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTG310 =082 04$a624.2/0218/73$223 =100 1\$aGonzález, Arturo,$eauthor. =245 10$aTesting of a Bridge Weigh-in-Motion Algorithm Utilising Multiple Longitudinal Sensor Locations /$cArturo González, Jason Dowling, Eugene J. O'Brien, Aleš Žnidaric. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b46 =520 3\$aA new bridge weigh-in-motion (WIM) algorithm is developed which makes use of strain sensors at multiple longitudinal locations of a bridge to calculate axle weights. The optimisation procedure at the core of the proposed algorithm seeks to minimise the difference between static theory and measurement, a procedure common in the majority of bridge WIM algorithms. In contrast to the single unique value calculated for each axle weight in common Bridge WIM algorithms, the new algorithm provides a time history for each axle based on a set of equations formulated for each sensor at each scan. Studying the determinant of this system of equations, those portions of the time history of calculated axle weights for which the equations are poorly conditioned are removed from the final reckoning of results. The accuracy of the algorithm is related to the ability to remove dynamics and the use of a precise influence line. These issues are addressed through the use of a robust moving average filter and a calibration procedure based on using trucks from ambient traffic. The influence of additional longitudinal sensor locations on the determinant of the system of equations is discussed. Sensitivity analyses are carried out to analyse the effect of a misread axle spacing or velocity on the predictions, and as a result, the algorithm reveals an ability to identify potentially erroneous predictions. The improvement in accuracy of the calculated axle weights with respect to common approaches is shown, first using numerical simulations based on a vehicle-bridge interaction finite-element model, and second using experimental data from a beam-and-slab bridge in Slovenia. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOptimization. =650 \0$aWeigh-in-motion. =650 \0$aBridge experiment. =650 \0$aInverse algorithm. =650 \0$aBridge weigh-in-motion. =650 \0$aBearing capacity. =650 \0$aWeigh in motion. =650 \0$aOverweight loads. =650 \0$aBridgedesign. =650 14$aBridge weigh-in-motion. =650 24$aWeigh-in-motion. =650 24$aWIM. =650 24$aInverse algorithm. =650 24$aOptimization. =650 24$aBridge experiment. =700 1\$aDowling, Jason,$eauthor. =700 1\$aO'Brien, Eugene J.,$eauthor. =700 1\$aŽnidaric, Aleš,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104576.htm =LDR 03610nab a2200541 i 4500 =001 JTE104460 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104460$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104460$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE215 =082 04$a625.734$223 =100 1\$aGerbino-Bevins, B. M.,$eauthor. =245 10$aEvaluation of Ice-Melting Capacities of Deicing Chemicals /$cB. M. Gerbino-Bevins, C. Y. Tuan, M. Mattison. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aCommon deicing chemicals include sodium chloride, magnesium chloride, calcium chloride, calcium magnesium acetate, potassium acetate, potassium formate, and corn or beet-based deicer solution. Liquid deicers are commonly used for pre-wetting road salt, sand or other solid deicers, or mixed with salt brine as liquid deicer. Although manufacturers provide performance data under specific conditions, a standardized test is very much needed. Samples of sodium chloride, magnesium chloride, calcium chloride, potassium acetate, and beet juice-based chemical deicers were selected for performance evaluation. The SHRP Ice-Melting Capacity Test has been used in many research projects, but the results do not always correlate well with field data. A simple and economical test has been developed to evaluate the ice-melting capacities of deicing chemicals using a martini shaker, which shows some potential to become a standardized test for ice-melting capacity evaluation. Field data was collected by the Nebraska Dept. of Roads using automatic vehicle location (AVL) and the maintenance decision support system (MDSS) installed on some plow trucks. The AVL takes roadway pictures from the cab and records vehicle location. The MDSS collects weather data from area weather stations. Although initial shaker test results correlate well with known deicer performance and limited field data provided by MDSS, further development work is necessary before the shaker test can be considered for official use. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIce-melting capacities. =650 \0$aTesting and evaluation. =650 \0$aDeicing chemicals. =650 \0$aDeicing chemicals$xEnvironmental aspects. =650 \0$aGroundwater$xPollution. =650 \0$aRoad drainage. =650 \0$aSalt$xEnvironmental aspects. =650 14$aDeicing chemicals. =650 24$aIce-melting capacities. =650 24$aWinter roadway maintenance. =650 24$aTesting and evaluation. =700 1\$aTuan, C. Y.,$eauthor. =700 1\$aMattison, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104460.htm =LDR 03741nab a2200589 i 4500 =001 JTE104641 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104641$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104641$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA681 =082 04$a666/.89$223 =100 1\$aKuo, Chin-kun,$eauthor. =245 10$aExamining Polymerization of Kaolinitic Concrete Using Scanning Electron Microscopy and Raman Spectroscopy /$cChin-kun Kuo, Edward H. Wang, Chao-Lung Hwang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aGeopolymers are environmentally friendly substitutes for Portland cement; in many applications, geopolymers not only reduce greenhouse gas emissions but also are recyclable. The hardening mechanism of geopolymer polymerization differs from that of ordinary Portland cement. In the present research, two methods are used to evaluate the microstructure of this inorganic material. In the first method, complete polymerization was observed by means of scanning electron microscopy (SEM) to reveal the foundations of strength establishment. The SEM results show that the synthesized geopolymer maintained a layer structure of metakaolinite particulates. Therefore, it was thought that the geopolymeric reaction mainly occurred at the surface of microflakes of metakaolinite particulates. In order to further investigate the polymerization process of the material, two Raman spectrum frequency ranges-875 nm and 325 nm-were used in the study because of their capability to characterize the mineral/hydrated phases under a thick post-treatment layer. Also, in order to facilitate quality control of the production and explore the extreme compressive strengths of metakaolin cement, the polymerization mechanism and microstructures of the products were monitored step by step using Raman spectroscopy. The lessons learned in the research program can be used to advance the research methodology needed for further investigation of the strength enhancement of the geopolymer. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEcology. =650 \0$aGeopolymer. =650 \0$aSustainability. =650 \0$aMetakaolin (MK) =650 \0$aRaman spectroscopy (RS) =650 \0$aConcrete coatings. =650 \0$aConcrete$xCuring. =650 \0$aConstruction Equipment, Materials & Supplies. =650 \0$aAtomic and Molecular Physics and Spectroscopy. =650 14$aScanning electron microscopy (SEM) =650 24$aRaman spectroscopy (RS) =650 24$aGeopolymer. =650 24$aMetakaolin (MK) =650 24$aSustainability. =650 24$aEcology. =700 1\$aWang, Edward H.,$eauthor. =700 1\$aHwang, Chao-Lung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104641.htm =LDR 02857nab a2200577 i 4500 =001 JTE103327 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103327$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103327$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA340 =082 04$a620/.001/82$223 =100 1\$aAslam, Muhammad,$eauthor. =245 10$aDesigning of Group Sampling Plans Based on Gamma-Poisson Distribution /$cMuhammad Aslam, Saminathan Balamurali, Chi-Hyuck Jun, Munir Ahmad, Mujahid Rasool. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aAcceptance sampling is an important tool for pressuring a producer to increase the quality of his or her products for consumers' use. In this paper, a group acceptance sampling plan is developed in which the number of nonconforming items follows a Poisson model and the fraction nonconforming has a gamma prior. The methodology and tables are presented for the design of the proposed plan. The design parameters of the proposed plan are determined using the two-point approach on the operating characteristic curve such that the specified producer's and consumer's risks should be satisfied. The results are also explained with examples. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGroup sampling. =650 \0$aConsumer's risk. =650 \0$aProducer's risk. =650 \0$aGamma distribution. =650 \0$aPoisson distribution. =650 \0$aDistributionPoisson. =650 \0$aDistributiongamma. =650 14$aGamma distribution. =650 24$aGroup sampling. =650 24$aPoisson distribution. =650 24$aProducer's risk. =650 24$aConsumer's risk. =700 1\$aBalamurali, Saminathan,$eauthor. =700 1\$aJun, Chi-Hyuck,$eauthor. =700 1\$aAhmad, Munir,$eauthor. =700 1\$aRasool, Mujahid,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103327.htm =LDR 03877nab a2200649 i 4500 =001 JTE103615 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103615$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103615$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL557.I3 =082 04$a629.132/5214$223 =100 1\$aAkin, Michelle,$eauthor. =245 10$aDevelopment of Standard Laboratory Testing Procedures to Evaluate the Performance of Deicers /$cMichelle Akin, Xianming Shi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThis work aims at identifying and developing standard laboratory testing protocols that can be used to evaluate the performance of deicing chemicals, additives, and mixtures of these used on roadways and other transportation facilities. Several test methods were evaluated for the purpose of developing a promising test protocol, including a differential scanning calorimetry (DSC) thermogram test for liquid deicers, modified Strategic Highway Research Program (SHRP) ice melting test for solid and liquid deicers, modified SHRP ice penetration test for solid and liquid deicers, and a modified ice undercutting test developed by Minnesota Department of Transportation (DOT) for solid and liquid deicers. These tests shed light on the complexity and challenges in evaluating various deicers, especially the poor reliability inherent in conventional test methods. The DSC-based method was demonstrated to be very reproducible for each deicer at a given dilution ratio and cooling/heating rate, and thus may serve as a "fingerprint" tool for quality assurance of deicers. The DSC data also showed strong correlation with the modified SHRP ice melting test data, which holds the promise of establishing the DSC-based method for evaluating the performance of liquid deicers (both in terms of characteristic temperature and ice melting capacity). The modified SHRP ice melting test used in this study incorporates a control substance for reference and various indicators to determine acceptability of the data, as discussed in the paper. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDeicer. =650 \0$aWinter maintenance. =650 \0$aLaboratory evaluation. =650 \0$aSHRP ice melting test. =650 \0$aStandard test protocol. =650 \0$aAirplanes. =650 \0$aDeicing chemicals. =650 \0$aHelicopters. =650 \0$aAirfoils. =650 \0$aDeicers. =650 \0$aDeicing. =650 \0$aIce. =650 \0$aIce formation. =650 \0$aIce prevention. =650 14$aWinter maintenance. =650 24$aDeicing chemicals. =650 24$aStandard test protocol. =650 24$aLaboratory evaluation. =650 24$aDeicer. =650 24$aDifferential scanning calorimetry (DSC) =650 24$aSHRP ice melting test. =700 1\$aShi, Xianming,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103615.htm =LDR 03053nab a2200613 i 4500 =001 JTE104584 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104584$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104584$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHJ8899.S86 2004eb =082 04$a336.3/435/091724$223 =100 1\$aLee, Mushang,$eauthor. =245 13$aAn Integral Predictive Model of Financial Distress /$cMushang Lee, Tsui-Chih Wu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b47 =520 3\$aTraditional statistic models for financial distress are subject to constraints which may lead to imprecise prediction. To contribute to the issue, we construct a two-staged integral model by applying a stepwise regression analysis and a data-mining approach. Specifically, we employ stepwise regression and rough set analysis in feature selection to sieve out variables, and perform decision tree, neural network, and logistic regression analysis to classify firms with financial distress. The findings show that the rates of accuracy for the combinations in descending order are stepwise regression-logistic, stepwise regression-neutral network, stepwise regression-decision tree, rough set theory-neutral network, rough set theory-decision tree, and rough set theory-logistic. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRough set. =650 \0$aData mining. =650 \0$aDecision tree. =650 \0$aNeural network. =650 \0$aLogistic regression. =650 \0$aStepwise regression. =650 \0$aFinancial literacy. =650 \0$aAccess to Finance. =650 \0$aBankruptcy and Resolution of Financial Distress. =650 \0$aDebt Markets. =650 \0$aFinance and Financial Sector Development. =650 14$aFinancial-distress-prediction model. =650 24$aStepwise regression. =650 24$aData mining. =650 24$aRough set. =650 24$aDecision tree. =650 24$aNeural network. =650 24$aLogistic regression. =700 1\$aWu, Tsui-Chih,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104584.htm =LDR 02883nab a2200517 i 4500 =001 JTE104529 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104529$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104529$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA664 =082 04$a624.1/8$223 =100 1\$aWang, Kuo-Hsiung,$eauthor. =245 10$aOptimization Analysis of the Machine Repair Problem with Balking and Variable Number of Servers /$cKuo-Hsiung Wang, Yuh-Ching Liou, Dong-Yuh Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThis paper analyzes the machine repair problem with a variable number of servers in which failed machines balk (do not enter) with a constant probability. Failure and repair times of the failed machines are assumed to be exponentially distributed. We apply a recursive method to derive analytic steady-state solutions, through which several system performance measures can be obtained. A cost model is developed to determine the optimal maximum number of busy servers and the optimal value of the balking probability. We use the direct search method and the Newton's method to find the minimum cost until the balking constraint is satisfied. Numerical results provided in which various system performance measures are evaluated under optimal operating conditions. Finally, an application example is provided to demonstrate how the queueing model could be used in real-life situations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOptimization. =650 \0$aNewton's method. =650 \0$aComposite construction. =650 \0$aStructural optimization. =650 14$aBalk. =650 24$aCost. =650 24$aOptimization. =650 24$aNewton's method. =650 24$aVariable number of servers. =700 1\$aLiou, Yuh-Ching,$eauthor. =700 1\$aYang, Dong-Yuh,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104529.htm =LDR 02990nab a2200625 i 4500 =001 JTE104379 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104379$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104379$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA4755.P58 =082 04$a620.192$223 =100 1\$aAndó, M.,$eauthor. =245 10$aInvestigation on the Flammability of Diverse Cast PA6 Semi-Finished Products /$cM. Andó, T. Czigány, G. Kalácska. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b37 =520 3\$aCast PA6 (magnesium-polyamide 6 (MgPA6)) compounds produced using a magnesium catalysis are presently replacing other polyamides in semi-finished engineering products. Because of this increased use, the flammability of MgPA6 containing montmorillonite, graphite, carbon black, and a plasticizer is investigated. In these studies, we observed that the presence of montmorillonite deteriorates rather than improves the flame-retardant properties of MgPA6. We also noted that the presence of a plasticizer enhances the dripping tendency and consequently the burning rate of PA6 in the UL 94 Test for Flammability of Plastic Materials. In addition, the presence of carbon black reduces the fire performance of the resin while graphite improves the UL 94 classification of PA6 to a V-2. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGraphite. =650 \0$aPolyamide 6. =650 \0$aCarbon black. =650 \0$aMontmorillonite. =650 \0$aFire performance. =650 \0$aMaterial testing. =650 \0$aPolymers. =650 \0$aFillers (Materials) =650 \0$aCarbon-black. =650 \0$aElastomers. =650 \0$aPlastics. =650 14$aUL 94. =650 24$aPolyamide 6. =650 24$aMontmorillonite. =650 24$aGraphite. =650 24$aCarbon black. =650 24$aFire performance. =650 24$aMaterial testing. =700 1\$aCzigány, T.,$eauthor. =700 1\$aKalácska, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104379.htm =LDR 03679nab a2200565 i 4500 =001 JTE104610 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104610$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104610$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8/4$223 =100 1\$aLacroix, Andrew,$eauthor. =245 10$aComparison of Dynamic Moduli for Asphalt Mixtures Determined from Different Geometries and Compactions /$cAndrew Lacroix, Y. Richard Kim, Consuelo Arellano. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe MEPDG (ARA, Inc., "NCHRP 1-37A Final Report: Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures," NCHRP Program 1-37A Project, National Research Council, Washington, D.C., 2004) introduces the dynamic modulus as the material property to characterize asphalt concrete. One of the challenges of acquiring the dynamic modulus from existing pavements is the standard dimensions of the test specimen. The specimen size specified in AASHTO TP62-07 (2007, "Standard Method of Test for Determining Dynamic Modulus of Hot-Mix Asphalt Concrete Mixtures," AASHTO, Washington, D.C.) cannot be obtained from many pavement layers. This study evaluates two other geometries, indirect tension specimens and prismatic specimens, to determine whether the measured dynamic modulus is the same as the modulus obtained from TP62 protocol. This study provides a comparison of the effects of a non-uniform state of stress and anisotropy. These effects are isolated by comparing specimens prepared by Superpave gyratory compaction and vibratory steel-wheel compaction. The comparisons are verified using four 12.5-mm surface course mixtures with different aggregate shapes and binder types, and one 25.0-mm base mixture. The results show that the difference between the dynamic modulus values obtained from different geometries is statistically insignificant. The results provide justification for using alternative methods for acquiring the dynamic modulus experimentally-specifically, for previously constructed pavements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGeometry. =650 \0$aCompaction. =650 \0$aField samples. =650 \0$aAsphalt mixture. =650 \0$aDynamic modulus. =650 \0$aAsphalt concrete. =650 \0$aMixtures$xDesign. =650 \0$aPavements, Asphalt concrete$xMaterials. =650 14$aAsphalt mixture. =650 24$aDynamic modulus. =650 24$aGeometry. =650 24$aCompaction. =650 24$aField samples. =700 1\$aKim, Y. Richard,$eauthor. =700 1\$aArellano, Consuelo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104610.htm =LDR 03256nab a2200601 i 4500 =001 JTE104273 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104273$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104273$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aP118.2 =082 04$a418$223 =100 1\$aChen, Yong-Guang,$eauthor. =245 12$aA New Method for Threat Assessment and Uncertainty Analysis of Air-Raid-Target-Based on Connection Number /$cYong-Guang Chen, Hong-Fa Ke, Ke. He. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aWith the aim of overcoming the deficiency of current threat-assessment approaches, which cannot make uncertainty analysis for the air-raid targets well, a new method based on connection number of set-pair analysis is proposed in this paper to make a dynamic threat assessment of air-raid targets. In principle, the interval value of the air-raid-target attribute starting from time t to time t + ?t will be normalized and transformed into the connection number of A + Bi type, whose modulus is utilized in the synthetic threat assessment of the air-raid target, and the i within the connection number will be employed to analyze its uncertainty. Examples of the threat assessment and the uncertainty analysis for five air-raid targets are carried out to prove the effectiveness and feasibility of this method. The results not only are compatible with the other methods, but also provide an uncertainty analysis as i varies and, thus, makes it more consistent with the actual situations in air warfare. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAir-raid target. =650 \0$aConnection number. =650 \0$aSet-pair analysis. =650 \0$aThreat assessment. =650 \0$aDynamic assessment. =650 \0$aUncertainty analysis. =650 \0$aDynamicassessment(Education) =650 \0$aSciences humaines. =650 \0$aSciences sociales. =650 \0$aEducation. =650 14$aAir-raid target. =650 24$aThreat assessment. =650 24$aDynamic assessment. =650 24$aUncertainty analysis. =650 24$aConnection number. =650 24$aSet-pair analysis. =700 1\$aKe, Hong-Fa,$eauthor. =700 1\$aHe, Ke.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104273.htm =LDR 03932nab a2200613 i 4500 =001 JTE104391 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104391$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104391$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.T45 =082 04$a621.3815/2$223 =100 1\$aHuang, Mengxi,$eauthor. =245 12$aA New Method for Strain Measurement in the Tensile Testing of Filamentous Materials /$cMengxi Huang, Fuqi Wu, Ziran Li, Yuanming Xia. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aA new method (common mode subtraction) for strain measurement in the tensile testing of filamentous materials is presented. In this method, crosshead displacements were divided into the specimen extension and the specimen extension error, the latter is associated with the testing system (machine frame, load-cell, load-string, and grips) and force, but assumed to be independent of the gage length. Common mode tension tests for steel and nylon tire cords at different gage lengths with two types of grips were performed at first. The test results showed an obvious existence of the specimen extension error, which leads to a dependence of the engineering strain on the gage length. The specimen extension error was found to be indeed independent of the gage length and increase with force nonlinearly. Then subtractions between any two of the obtained force-crosshead displacement curves were carried out to remove the specimen extension error, and then the actual force-strain curves (linear for steel cord and nonlinear for nylon cord) were obtained. Finally, comparisons between the common mode subtraction method and other methods, which were reported to be able to correct the specimen extension error, were made. The comparison revealed the relative stiffness is the key, that is, when the specimen is "weak" in relation to the testing system, the grip is the main source of error, but if the specimen is much "stronger," the influence of the system compliance will become significant. The comparison also showed the common mode subtraction method is clearer and more general in theory, as well as more applicable and efficient in practice. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTire cords. =650 \0$aTensile strain. =650 \0$aElastic modulus. =650 \0$aFilamentous materials. =650 \0$aCommon mode subtraction. =650 \0$aSpecimen extension error. =650 \0$aThin films. =650 \0$aPolymers. =650 \0$aBlock copolymers. =650 \0$aNanostructured materials. =650 14$aCommon mode subtraction. =650 24$aElastic modulus. =650 24$aFilamentous materials. =650 24$aSpecimen extension error. =650 24$aTire cords. =650 24$aTensile strain. =700 1\$aWu, Fuqi,$eauthor. =700 1\$aLi, Ziran,$eauthor. =700 1\$aXia, Yuanming,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104391.htm =LDR 03228nab a2200553 i 4500 =001 JTE104352 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104352$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104352$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA428.M3 =082 04$a691/.2$223 =100 1\$aSariisik, Gencay,$eauthor. =245 10$aDetermining Performance of Marble Finished Products on Their Usage Areas by a New Impact-Resistance Test Method /$cGencay Sariisik. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aThis study determined the performances of marble finished products, in accordance with their applications within the construction sector, using a new, experimental impact-resistance test. Eight different kinds of marbles, which were categorized according to their commonly used formations, were subjected to a range of characterization tests (mineralogical and petrographic characteristics, chemical properties, and physical and mechanical properties) and their impact-resistance characteristics were determined. The results were analyzed statistically to determine the relationship between physical and mechanical properties of the marbles and their impact-resistance characteristics. The breaking potential of the marbles were categorized according to the number of impacts and impact-resistance values. The performance of the marble types within their areas of application were determined by taking into consideration the Turkish Standards Institution (TS EN) guidance and statistical analysis results, and classifying the marbles based on their physical and mechanical properties and impact resistances. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNew method. =650 \0$aImpact resistance. =650 \0$aUsage performances. =650 \0$aConstruction sector. =650 \0$aMarble finished products. =650 \0$aMarble. =650 \0$aGranite. =650 \0$aBuilding stones$xMechanical properties. =650 14$aMarble finished products. =650 24$aImpact resistance. =650 24$aNew method. =650 24$aPhysical and mechanical properties. =650 24$aUsage performances. =650 24$aConstruction sector. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104352.htm =LDR 03224nab a2200541 i 4500 =001 JTE104134 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104134$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104134$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC794.6.S3 =082 04$a539.7/58$223 =100 1\$aChiu, Chien-Ching,$eauthor. =245 10$aSolving an Inverse Scattering Problem of an Embedded Perfectly Conducting Cylinder by Asynchronous Particle Swarm Optimization /$cChien-Ching Chiu, Jung-Chin Hsu, Wei-Chun Hsiao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b38 =520 3\$aWe present a computational approach to the imaging of a two-dimensional (2D) embedded perfectly conducting cylinder by the asynchronous particle swarm optimization (APSO). An embedded conducting cylinder of unknown shape scatters the incident transverse magnetic (TM) wave in a half space while the scattered field is recorded outside. Based on the boundary condition and the measured scattered field, a set of nonlinear integral equations is derived and the imaging problem is reformulated into an optimization problem. The inverse problem is solved by an optimization approach and the global searching scheme, the asynchronous particle swarm optimization is then employed to search the parameter space. This method is tested by several numerical examples, and it is found that the performance of the APSO is robust for reconstructing the perfectly conducting cylinder. Numerical simulations show that even when the measured scattered fields are contaminated with Gaussian noise, the quality of the reconstructed results obtained by the APSO algorithm is very good. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEmbedded conductor. =650 \0$aInverse scattering. =650 \0$aTransverse magnetic wave. =650 \0$aScattering(Physics) =650 \0$aInversescatteringtransform. =650 \0$aHearing. =650 \0$aSound. =650 14$aInverse scattering. =650 24$aEmbedded conductor. =650 24$aAsynchronous particle swarm optimization. =650 24$aTransverse magnetic wave. =700 1\$aHsu, Jung-Chin,$eauthor. =700 1\$aHsiao, Wei-Chun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104134.htm =LDR 03183nab a2200541 i 4500 =001 JTE103903 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103903$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103903$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK9202 =082 04$a333.7924$223 =100 1\$aAngeles-Herrera, D.,$eauthor. =245 10$aFracture-Toughness Evaluation in Submerged Arc-Welding Seam Welds in Nonstandard Curved SE(B) Specimens in the Short Radial Direction of API 5L Steel Pipe /$cD. Angeles-Herrera, J. González-Velázquez, A. J. de Morales-Ramírez. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aPlane-strain fracture toughness of submerged arc-welding seams of an API 5L steel pipe in the short radial direction was evaluated using nonstandard curved SE(B) test specimens. These specimens are directly cut from the pipe and require no machining other than the crack starter notch. The stress intensity factor function for the nonstandard curved SE(B) specimen was calibrated for three-point bending loading. The initiating notch was aligned to make the crack propagate through the weld-deposited metal zone. The measured fracture-toughness value was 56.3 ± 2.9 Mpa?m. A fractographic study of the tested specimens showed that the deposited metal fracture consists of a mixture of ductile tearing and cleavage that corresponds to the ferrite and the dendritic grains, respectively. The dendritic grains behave in a brittle way, thus being the main contributions to the relatively low fracture-toughness values obtained from the tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAPI 5L steel pipe. =650 \0$aMetal deposited (MD) =650 \0$aFracture toughness (KIC) =650 \0$aPipe, Steel$xFracture. =650 \0$aPipe, Steel$xWelding. =650 \0$aBoiling water reactors. =650 14$aSubmerged arc welding (SAW) =650 24$aFracture toughness (KIC) =650 24$aShort radial direction (SR) =650 24$aMetal deposited (MD) =650 24$aAPI 5L steel pipe. =700 1\$aGonzález-Velázquez, J.,$eauthor. =700 1\$ade Morales-Ramírez, A. J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103903.htm =LDR 03147nab a2200505 i 4500 =001 JTE104598 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104598$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104598$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1280 =082 04$a671.35$223 =100 1\$aHsu, Ya-Chen,$eauthor. =245 10$aPrecision Tool Condition Monitoring for Grinding Wheel in IC Manufacturing of Silicon Wafer /$cYa-Chen Hsu, W. L. Pearn, Ya-Fei Chuang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aIn integrated circuit (IC) manufacturing industries, wafer grinding is an important step because it improves wafer flatness and thickness. The diamond-grinding wheel used for grinding the wafers is expensive. Inevitably, the diamond-grinding wheel wears gradually during the grinding process, and the wafer surface is contaminated by grinding chips. Consequently, the fraction of defectives gradually becomes significant. In this situation, cost reduction is important for silicon wafer suppliers in the global market. Therefore, it is essential to monitor the grinding wheel in order to reduce the manufacturing cost and minimize the fraction of defectives. In this paper, we consider the grinding-wheel replacement problem in IC factories with the aim of determining the optimal replacement time for the grinding wheels. In order to maintain high wafer process quality and minimize the production cost, we propose a tool condition monitoring procedure for assessing the true capability at each time period of the grinding process and then find the optimal time for tool replacement. The procedure can be used practically for the silicon wafer manufacturing industry. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSilicon wafer. =650 \0$aProcess capability index. =650 \0$aGrinding and polishing. =650 \0$aGrinding wheel. =650 14$aGrinding wheel. =650 24$aProcess capability index. =650 24$aSilicon wafer. =650 24$aTool condition monitoring. =700 1\$aPearn, W. L.,$eauthor. =700 1\$aChuang, Ya-Fei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104598.htm =LDR 03478nab a2200553 i 4500 =001 JTE104607 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104607$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104607$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA435 =082 04$a620.1/35$223 =100 1\$aMohammad, Louay,$eauthor. =245 10$aMechanical Characteristics of Asphaltic Mixtures Containing Titanium-Dioxide Photocatalyst /$cLouay Mohammad, Marwa Hassan, Sam Cooper. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aPhotocatalysis pavements containing nano and ultrafine titanium dioxide (TiO2) can trap and degrade organic and inorganic particles in the air, removing harmful air pollutants, such as nitrogen oxides (NOx) and volatile organic compounds in the presence of UV light (sunlight). To accommodate the rapid development and adoption of this technology, performance characterization of photocatalytic mixture is needed. The objective of this study is to conduct a comprehensive laboratory evaluation of conventional HMA and WMA mixtures containing the nano TiO2 photocatalyst. To achieve this objective, two asphalt cement binder blends, consisting of an unmodified PG 64-22 and SBS polymer-modified PG 70-22, and a commercial crystallized anatase-based titanium-dioxide ultra-fine powder with an active surface area of 90 m2/g were prepared at a modification rate of 7 % by weight of the binder. The blends were used in 19-mm Superpave asphalt mixtures. The content of Evotherm J1 WMA additive was 1.0 % by weight of the binder. The mixture performance tests included modified Lottman test, SCB, LWT, and TSRST. Based on the results of the experimental program, the use of TiO2 as a modifier to HMA and WMA mixtures did not significantly alter the performance as compared to conventional mixes; therefore, TiO2 may be used to modify both HMA and WMA mixtures without damaging effects on performance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHot mix asphalt. =650 \0$aWarm mix asphalt. =650 \0$aCement$xTesting. =650 \0$aConcrete$xTesting. =650 \0$aCement. =650 \0$aOxides. =650 \0$aPhotocatalysis. =650 \0$aTitanium dioxide. =650 14$aTitanium dioxide. =650 24$aSustainable asphalt pavement. =650 24$aHot mix asphalt. =650 24$aWarm mix asphalt. =700 1\$aHassan, Marwa,$eauthor. =700 1\$aCooper, Sam,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104607.htm =LDR 02552nab a2200493 i 4500 =001 JTE104463 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104463$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104463$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.M3 =082 04$a620.1/87$223 =100 1\$aFrink, Elizabeth,$eauthor. =245 10$aMultiple-method CTOA Stable Tearing Characterization of Three Metallic Alloys /$cElizabeth Frink, Kevin Lease. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aOver the past several years, the crack tip opening angle (CTOA) has been identified as one of the most promising fracture parameters with which to characterize low constraint stable tearing and instability in structural metallic alloys. This study presents the results of experimental stable tearing characterizations performed on three typical structural metallic alloys, two aerospace grade aluminums and a titanium alloy. Specific attention is given to the measurement methods used and the correlation between CTOA and ?5. The effects of the material and the measurement method on CTOA are observed, and a clear relationship is seen. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStable tearing. =650 \0$aMagnesium. =650 \0$aMagnesium alloys. =650 \0$aMagnesium compounds. =650 \0$aMetallic composites. =650 14$aCrack tip opening angle. =650 24$aCrack opening displacement ?5. =650 24$aStable tearing. =700 1\$aLease, Kevin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104463.htm =LDR 02753nab a2200529 i 4500 =001 JTE104241 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104241$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104241$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aKF3570 =082 04$a344.73/0465$223 =100 1\$aWallin, Kim R. W.,$eauthor. =245 10$aInhomogeneity Screening Criterion for the ASTM E1921 T0 Estimate Based on the SINTAP Lower-Tail Methodology /$cKim R. W. Wallin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThe master curve brittle fracture toughness estimation method described in the ASTM E1921-11 test standard is based on a theoretical scatter and size effect assumption and makes use of a maximum likelihood estimation method to determine the fracture toughness transition temperature T0. The estimation method in E1921-11 is valid only for macroscopically homogeneous steels. If the steel is inhomogeneous, the maximum likelihood method applied in E1921-11 becomes unreliable. Here, a simple screening criterion, based on the SINTAP lower-tail estimation method, is proposed, and the efficiency and limitations of the criterion are shown for a variety of different types of inhomogeneity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMaster curve. =650 \0$aInhomogeneity. =650 \0$aScreening criteria. =650 \0$aSINTAP lower-tail method. =650 \0$aMedical screening$xLaw and legislation. =650 \0$aWorking class$xMedical examinations. =650 \0$aMass Screening. =650 \0$aOccupational Medicine. =650 14$aMaster curve. =650 24$aInhomogeneity. =650 24$aScreening criteria. =650 24$aSINTAP lower-tail method. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104241.htm =LDR 03171nab a2200541 i 4500 =001 JTE104315 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104315$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104315$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHG3324 =082 04$a332.1/0285$223 =100 1\$aWang, Yi-Hsien,$eauthor. =245 10$aMeasurement of Switching Cost on the Customer Retention in the Banking Industry /$cYi-Hsien Wang, Kuang-Hsun Shih, Ya-Chi Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b58 =520 3\$aThis study discusses the relationships among switching costs, inertia, and customer retention in the case of customers of banking service industries and discusses in depth whether inertia affects switching costs. In this study, we surveyed 500 existing banking account holders in Taiwan and acquired 404 valid responses. The respondents were required to submit viewpoints regarding their most familiar financial institutions. The results show that the perception of switching costs and inertia has a positive impact on banking service industries' customer retention. Customer word of mouth is a major factor in customer retention, the attraction of new customers, and customer retention intent. Financial service providers should also attach importance to customer segmentation in order to satisfy the real needs of various types of customers and thereby increase profits and competitiveness. This paper is an important empirical analysis highlighting the significance of the effects of switching costs and inertia on customer retention in banks. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBank management. =650 \0$aCustomer retention. =650 \0$aInertia. =650 \0$aSwitching costs. =650 \0$aEngineering Economics, Organization, Logistics, Marketing. =650 \0$aInformation Systems and Communication Service. =650 14$aBank management. =650 24$aFinancial service marketing. =650 24$aCustomer retention. =650 24$aInertia. =650 24$aSwitching costs. =700 1\$aShih, Kuang-Hsun,$eauthor. =700 1\$aHuang, Ya-Chi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104315.htm =LDR 03410nab a2200553 i 4500 =001 JTE104200 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE104200$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE104200$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.8/028/7$223 =100 1\$aSeo, Youngguk,$eauthor. =245 10$aFatigue Crack Assessment of Asphalt Concrete Pavement on a Single Span Highway Bridge Subjected to a Moving Truck /$cYoungguk Seo, Cheolmin Baek, Y. Richard Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aCharacterization of fatigue crack in asphalt concrete (AC) pavement placed on the bridge is quite complex because it involves not only viscoelastic behavior of AC mixture but also dynamic interaction between bridge and traffic. In this study, a new approach that accounts for these material and structural aspects of the problem has been proposed to evaluate the fatigue crack potential of AC pavement on the bridge. A highway bridge surfaced with the 13-mm stone mastic asphalt (SMA) pavement that was subjected to a moving two-axle dump truck was selected as a simulation target and its equation of motion was derived using the Lagrange's formulation. Given the range of testing variables, the maximum center deflections of the bridge were calculated and converted into the peak strains at the bottom of the SMA pavement. A simplified linear viscoelastic continuum damage model (S-VECD) was then implemented for the strains ranging from the largest peak strain to the specified allowable strain to predict the fatigue life of the SMA. The outputs showed that the fatigue life of the SMA got shorter as strain increases, and that hard SMA failed earlier than soft SMA. It was also found that SMA's temperature was more influential than vehicle's speed in causing fatigue cracks. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBridge. =650 \0$aFatigue crack. =650 \0$aAsphalt concrete. =650 \0$aContinuum damage. =650 \0$aStone mastic asphalt. =650 \0$aPavements$xTesting. =650 \0$aAsphalt concrete$xFatigue$xTesting. =650 14$aStone mastic asphalt. =650 24$aAsphalt concrete. =650 24$aBridge. =650 24$aContinuum damage. =650 24$aFatigue crack. =700 1\$aBaek, Cheolmin,$eauthor. =700 1\$aKim, Y. Richard,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE104200.htm =LDR 02867nab a2200601 i 4500 =001 JTE10943J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10943J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10943J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD9502.U54 =082 04$a333.79/0973$223 =100 1\$aAleszka, JC.,$eauthor. =245 10$aLow Energy Impact Behavior of Composite Panels /$cJC. Aleszka. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aCurrent results of an experimental study to determine the resistance of eight-ply AS/3501-5 graphite/epoxy, [±45 deg/0 deg/90 deg]s, to impact loadings incurred during ground handling and routine maintenance of aircraft are presented. The impact loading was simulated by dropping a 249-g (8 troy oz) cylindrical weight with a hemispherical head through a guide tube onto the panels. The configuration of the drop weight head was designed to simulate a blunt instrument while the total weight approximated that of a typical hand tool. This technique, which enabled up to 3.6 J (2.7 ft-lb) to be imparted to the panels, was found to be more versatile and informative than the conventional ball drop test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGuide tube. =650 \0$aDrop weight. =650 \0$aLoads (forces) =650 \0$aAbsorbed energy. =650 \0$aImpact strength. =650 \0$aIncipient damage. =650 \0$aComposite materials. =650 \0$aInstrumented impact tests. =650 \0$aEnergyindustries$xCorrupt practices. =650 \0$aBusiness failures. =650 14$aComposite materials. =650 24$aImpact strength. =650 24$aLoads (forces) =650 24$aGuide tube. =650 24$aDrop weight. =650 24$aInstrumented impact tests. =650 24$aAbsorbed energy. =650 24$aIncipient damage. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10943J.htm =LDR 03083nab a2200577 i 4500 =001 JTE10940J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10940J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10940J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620.1126$223 =100 1\$aPierce, WS.,$eauthor. =245 10$aSurface-Crack Shape Change in Bending Fatigue Using an Inexpensive Resonant Fatiguing Apparatus /$cWS. Pierce, JL. Shannon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aAn inexpensive device for producing surface cracks of controlled size and shape is described along with results of its use which show how the shape of the surface crack changes as it grows in bending fatigue from a variety of crack starter shapes. The growth pattern for any crack is uniquely defined by the crack starter configuration and appears to be independent of alloy. Shape changes are substantial and all growth curves tend toward a common growth curve. Circular cracks tend to become elliptical with an associated increase in stress intensity factor. This increase accelerates the crack growth rate and proximity to the critical flaw size. Through-cracks produced by the extension of a surface crack in a bending stress field will have length ten times the section thickness. The results demonstrate the necessity of taking into account changing crack shape in the calculation of structural life when bending is a significant component of the stress field. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBending. =650 \0$aCrack shape. =650 \0$aCrack growth. =650 \0$aCrack propagation. =650 \0$aFracture toughness. =650 \0$aFractures (materials) =650 \0$aFatigue. =650 \0$aMaterials. =650 \0$aMaterials$xFatigue$xTesting. =650 14$aFractures (materials) =650 24$aCrack propagation. =650 24$aBending. =650 24$aCrack growth. =650 24$aFracture toughness. =650 24$aCrack shape. =700 1\$aShannon, JL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10940J.htm =LDR 02527nab a2200493 i 4500 =001 JTE10942J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10942J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10942J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aPZ73 =082 04$a813/.54$223 =100 1\$aGross, B.,$eauthor. =245 10$aDisplacement Coefficients Along the Inner Boundaries of Radially Cracked Ring Segments Subject to Forces and Couples /$cB. Gross. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aDisplacement results of plane boundary collocation analysis are given for various locations on the inner boundaries of radially cracked ring segments (C-shaped specimens) subject to two complementary types of loading. Results are presented for ratios of outer to inner radius Ro/Ri in the range of 1.1 to 2.5 and ratios in the range of 1.1 to 2.5 and ratios a/W in the range 0.1 to 0.8, where a is the crack length for a specimen of wall thickness W. By combination of these results the resultant displacement coefficient ? or the corresponding influence coefficient E'BV/P can be obtained for any practical load line location of a pinloaded specimen. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDisplacement. =650 \0$aLoads (forces) =650 \0$aFractures (materials) =650 \0$aFractures. =650 \0$aHospitals. =650 \0$aMedical care. =650 14$aDisplacement. =650 24$aFractures (materials) =650 24$aLoads (forces) =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10942J.htm =LDR 03462nab a2200637 i 4500 =001 JTE10939J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10939J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10939J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC963.48 =082 04$a155.9/042$223 =100 1\$aVosikovsky, O.,$eauthor. =245 10$aFrequency, Stress Ratio, and Potential Effects on Fatigue Crack Growth of HY130 Steel in Salt Water /$cO. Vosikovsky. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aFatigue crack growth rates over wide ranges of stress intensities (from threshold to nearly critical stress intensity) were measured on HY130 steel in 3.5% sodium chloride aqueous solution at several cyclic frequencies, stress ratios, and potentials. The growth rates are compared with reference data measured in laboratory air. The growth rate curves for both environments can be approximated by two linear sections converging at low stress intensity ranges to the same threshold, which depends only on the stress ratio. The upper parts of the lines with lower slopes converge again to the point where maximum stress intensity approaches its terminal value. As a result, the maximum environmental acceleration of crack growth appears at intermediate stress intensities, and it increases with decreasing frequency and potential. Data indicate a relatively low susceptibility of HY130 steel to corrosion fatigue. With increasing stress ratio R the fatigue crack growth threshold is shifted to lower stress intensity ranges by the same amount in both air and salt water environments. The effect of R on growth rate can be introduced into a power law expression. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aFrequency. =650 \0$aSalt water. =650 \0$aStress ratio. =650 \0$aFatigue tests. =650 \0$aCorrosion fatigue. =650 \0$aCrack propagation. =650 \0$aCathodic protection. =650 \0$aEnvironmental tests. =650 \0$aFatigue. =650 \0$aEmergency medical personnel$xJob stress. =650 \0$aNuclear power plant operators$xJob stress. =650 14$aCorrosion fatigue. =650 24$aCrack propagation. =650 24$aSteels. =650 24$aFrequency. =650 24$aStress ratio. =650 24$aCathodic protection. =650 24$aSalt water. =650 24$aFatigue tests. =650 24$aEnvironmental tests. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10939J.htm =LDR 03523nab a2200625 i 4500 =001 JTE10944J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10944J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10944J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS375 =082 04$a673.3256$223 =100 1\$aFox, A.,$eauthor. =245 10$aMechanical Properties in Bending at Elevated Temperature of High Strength Copper Alloy Flat Spring Materials /$cA. Fox, EO. Fuchs. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe yield strength and modulus of elasticity in bending for several high strength copper alloy flat spring materials were determined in the temperature range 23 to 232°C (73 to 450°F) by both static and dynamic measurements. Results obtained by both methods are compared with those obtained by using a simple, short-time stress-relaxation test, and their applicability to the design of flat springs or connectors is discussed. The short-time stress-relaxation test is proposed as a simple acceptance test for flat spring materials. The alloys studied include one copper-nickel-tin alloy strengthened by spinodal decomposition (92% copper-4% nickel-4% tin), copper beryllium alloy (CA 172), copper cadmium alloy (CA 162), and copperiron-phosphorus alloy (CA 196). Long-time stress-relaxation data (2000 h) for the temperature range 23 to 232°C (73 to 450°F) confirm the observations made during the short-time relaxation tests, which showed that for extended service life applications springs made from either precipitation heat-treated CA 172 or appropriately aged 9244 alloy would operate satisfactorily at temperatures below 121°C (250°F) while those made from either of the other two alloys would not. Similar conclusions could not be drawn on the basis of bending yield strength. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aYielding. =650 \0$aBend tests. =650 \0$aDeformation. =650 \0$aFlat springs. =650 \0$aCopper alloys. =650 \0$aStress relaxation. =650 \0$aElastic properties. =650 \0$aMechanical properties. =650 \0$aCopperalloys. =650 \0$aPrecious metals. =650 \0$aEngineering. =650 14$aBend tests. =650 24$aCopper alloys. =650 24$aDeformation. =650 24$aElastic properties. =650 24$aFlat springs. =650 24$aMechanical properties. =650 24$aStress relaxation. =650 24$aYielding. =700 1\$aFuchs, EO.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10944J.htm =LDR 02867nab a2200517 i 4500 =001 JTE10937J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10937J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10937J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.A6 =082 04$a620.1/86$223 =100 1\$aKuc, AP.,$eauthor. =245 14$aThe Effect of Interference on the Dimpled, Loaded-Hole Fatigue Strength of 2024-T3 Alclad® Aluminum Alloy /$cAP. Kuc, J. Shewchuk. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe effect of interference fit on the fatigue strength of loaded holes is well known. Recently a new technique has been developed for increasing this strength in thin sheet material. The technique consists of dimpling the material centering about the region where the hole is to be made and thus introducing tensile plastic strain. The dimple is then flattened and the hole drilled, leaving the region around the hole under residual compressive stress. Experiments were carried out to obtain the combined effect of interference and dimpling in loaded-hole fatigue applications. In zero-totension fatigue tests on nominally 1.60-mm (0.063-in.) thick 2024-T3 Alclad® aluminum alloy specimens, combined optimum tapered-pin interference and dimpling gave a fatigue strength improvement factor of 4.0 while the dimpling technique increased the fatigue strength by a factor of 2.85 at 106 cycles to failure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDimpling. =650 \0$aLoads (forces) =650 \0$aAluminum alloys. =650 \0$aFatigue (materials) =650 \0$aAluminumalloys. =650 \0$aMetals$xHeat treatment. =650 14$aAluminum alloys. =650 24$aFatigue (materials) =650 24$aLoads (forces) =650 24$aDimpling. =700 1\$aShewchuk, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10937J.htm =LDR 03395nab a2200649 i 4500 =001 JTE10938J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10938J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10938J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5386 =082 04$a650.1$223 =100 1\$aSaxena, A.,$eauthor. =245 10$aComputer-Controlled Decreasing Stress Intensity Technique for Low Rate Fatigue Crack Growth Testing /$cA. Saxena, SJ. Hudak, JK. Donald, DW. Schmidt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aAn automated test system utilizing computer control was developed to obtain crack growth rate data down to the fatigue crack growth threshold with a decreasing stress intensity technique and compact type specimens. The starting stress intensity range ?K0 was chosen to yield crack growth rates in the range of 2.54 x 10-8 m/cycle (10-6 in./cycle) and subsequent values of ?K are controlled to the equation ?K = ?K0 exp [C(a - a0)] (a0 and a are the initial and instantaneous crack lengths and C is a test variable). Crack length is continuously monitored by using the elastic compliance technique, thereby enabling ?K to be decreased continuously. Comparison crack growth data were also obtained by the more conventional constant load amplitude or K-increasing method. Excellent agreement was observed between data obtained from the two procedures for a Society of Automotive Engineers 1045 steel at load ratios R of 0.1 and 0.5, an A356-T6 sand-cast aluminum alloy at load ratios of 0.1 and 0.8, and a 2219-T851 aluminum alloy at a load ratio of 0.1. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aComputers. =650 \0$aThreshold. =650 \0$aStress intensity. =650 \0$aCrack propagation. =650 \0$aFracture mechanics. =650 \0$aFatigue (materials) =650 \0$aStressmanagement. =650 \0$aSelf-realization. =650 \0$aCreative ability in business. =650 14$aFatigue (materials) =650 24$aCrack propagation. =650 24$aStresses. =650 24$aThreshold. =650 24$aComputers. =650 24$aStress intensity. =650 24$aFracture mechanics. =650 24$a1045 steel. =650 24$a356 aluminum. =700 1\$aHudak, SJ.,$eauthor. =700 1\$aDonald, JK.,$eauthor. =700 1\$aSchmidt, DW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10938J.htm =LDR 02698nab a2200493 i 4500 =001 JTE10945J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10945J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10945J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P58 =082 04$a620.1/9204292$223 =100 1\$aYoung, CT.,$eauthor. =245 10$aEvaluation of Correction Methods for Determining Load-Independent Knoop Microhardness /$cCT. Young, SK. Rhee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThe correction methods proposed in the literature for determining load-independent Knoop microhardness were surveyed. The methods were evaluated by using the results from seven samples and two testers. Adding a constant correction factor for each sample to the measured long diagonals to obtain the unrecovered diagonal lengths was found to be quite successful. The correction factor includes terms from elastic recovery, visibility error, and calibration error. This factor, when applied, corrects the elastic recovery in the diagonals and the systematic errors associated with the tester employed, and thus results in Knoop hardness numbers independent of load and tester, which can be taken as the true hardness. The correction factor is load-independent but varies with sample and tester. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aKnoop hardness. =650 \0$aElastic properties. =650 \0$aMicrohardness. =650 \0$aPolymers$xTesting. =650 \0$aPolymers$xMechanical properties. =650 14$aMicrohardness. =650 24$aElastic properties. =650 24$aKnoop hardness. =700 1\$aRhee, SK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10945J.htm =LDR 02738nab a2200577 i 4500 =001 JTE10941J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10941J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10941J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD131 =082 04$a543$223 =100 1\$aDonachie, MJ.,$eauthor. =245 10$aPhase Extraction and Analysis in Superalloys-Second Summary of Investigations by ASTM Subcommittee E04.91 /$cMJ. Donachie. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aAdditional phase identification procedures for superalloys have been evaluated. Reproducibility of results has been assessed and some tentative procedures for extraction of powdered metals and for the separation of extracted carbide and Laves phases have been evaluated. A definite procedure has been established to minimize errors in the identification of X-ray diffraction patterns of superalloy phases. The need for integrated use of analytical techniques to identify phases and characterize alloys by combined extraction, optical, electron optical, microprobe, and X-ray diffraction techniques has been recognized. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPhases. =650 \0$aMicroscopy. =650 \0$aTurbine engines. =650 \0$aX ray diffraction. =650 \0$aElectron microscopy. =650 \0$aHeat resistant alloys. =650 \0$achemical analysis. =650 \0$aPlants$xAnalysis. =650 \0$aWater$xAnalysis. =650 14$aHeat resistant alloys. =650 24$aX ray diffraction. =650 24$aChemical analysis. =650 24$aPhases. =650 24$aMicroscopy. =650 24$aElectron microscopy. =650 24$aTurbine engines. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10941J.htm =LDR 02583nab a2200517 i 4500 =001 JTE10946J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1978\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10946J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10946J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS198.6.C8 =082 04$a688.8$223 =100 1\$aNassar, EM.,$eauthor. =245 10$aEvaluation of Cushion Dynamic Properties by Impedance Measurements /$cEM. Nassar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1978. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA method is proposed for the evaluation of cushions in dynamic environments. With the mechanical impedance technique the cushion properties are determined in terms of equivalent distributions of stiffness, damping, and mass parameters. Test results on a specific material show that these parameters may be considered of constant magnitude within limited ranges of frequencies and input levels. The equivalent cushion parameters are presented in dimensionless form as functions of the geometry and the input levels. The results warrant future tests at broader ranges of input and geometrical variables for further development of the method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInsulation. =650 \0$aImpact shock. =650 \0$aVibration tests. =650 \0$aMechanical impedance. =650 \0$acushioning materials. =650 \0$aCushioningmaterials$xMathematical models. =650 14$aImpact shock. =650 24$aInsulation. =650 24$aVibration tests. =650 24$aMechanical impedance. =650 24$aCushioning materials. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 6, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1978$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10946J.htm =LDR 02894nab a2200529 i 4500 =001 JTE10158J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10158J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10158J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA410 =082 04$a620.11$223 =100 1\$aHamstad, MA.,$eauthor. =245 10$aAcoustic Emission Testing of Unflawed 7075-T6 Aluminum /$cMA. Hamstad, AK. Mukherjee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aTensile tests were performed to study the differences in the continuous acoustic emission from 7075-T6 aluminum plates made by five manufacturers. The grain structures and the chemical compositions of these plates were determined. Results are given on a sixth plate, which emitted burst-type acoustic emission super-imposed on the continuous acoustic emission. The effect of orientation with respect to the rolling direction within a single plate was studied. Results from interrupted tensile tests are also reported; these tests were stopped at about 4.5% strain for different time periods before they were resumed. The tests indicate that acoustic emission is very sensitive to differences between plates of 7075-T6 aluminum that do not show up on a stress-strain curve. Furthermore, the dislocation mechanisms that cause the continuous acoustic emission in this aluminum alloy are altered by room temperature, diffusion-based aging. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAluminum. =650 \0$aTension tests. =650 \0$aAcoustic emission. =650 \0$aStress-strain diagrams. =650 \0$aStrains and stresses. =650 \0$aStrength of materials. =650 \0$aStress. =650 14$aAcoustic emission. =650 24$aAluminum. =650 24$aTension tests. =650 24$aStress-strain diagrams. =700 1\$aMukherjee, AK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10158J.htm =LDR 02749nab a2200637 i 4500 =001 JTE10167J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10167J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10167J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC795.32.R3 =082 04$a539.7/7$223 =100 1\$aBeeler, JR.,$eauthor. =245 10$aRadiation Damage Units for Steel /$cJR. Beeler. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aDamage units are needed to correlate radiation effects data from different types of radiation sources and to standardize experimental and testing procedures. In the case of radiation-induced changes in the mechanical properties of structural materials, useful damage units are the production rates per unit volume of mobile defects, immobile defect clusters, and interstitial dislocation loops. Quantitative recipes are given for the production of these and other related defects in steel at reactor operating temperatures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aDosimetry. =650 \0$aDamage units. =650 \0$aDefect annealing. =650 \0$aRadiation damage. =650 \0$aRadiation effects. =650 \0$aNeutron irradiation. =650 \0$aComputer experiments. =650 \0$aMechanical properties. =650 \0$aRadiation dosimetry. =650 \0$aRadiometry. =650 14$aDosimetry. =650 24$aRadiation effects. =650 24$aSteels. =650 24$aRadiation damage. =650 24$aNuclear reactor materials. =650 24$aMechanical properties. =650 24$aNeutron irradiation. =650 24$aComputer experiments. =650 24$aDefect annealing. =650 24$aDamage units. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10167J.htm =LDR 02534nab a2200505 i 4500 =001 JTE10163J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10163J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10163J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.C5 =082 04$a546/.732$223 =100 1\$aBerman, HA.,$eauthor. =245 10$aDetermination of Low Levels of Chloride in Hardened Portland Cement Paste, Mortar, and Concrete /$cHA. Berman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aErrors occur in the analysis of cement and concrete samples containing less than 0.02% Cl when the potentiometric ion electrode titration method published earlier is used (Journal of Materials, JMLSA, Volume 7, No. 3, 1972, pp. 330-335). Slow nucleation of AgCl and slow equilibration produce large initial voltage increments which may be mistaken for the end point. A preliminary addition of 1 or 2 ml of 0.01 N NaCl delays the end point and places it in a nonambiguous region of the titration. Examples are given of titrations with and without the NaCl addition and a technique for handling millivoltmeter needle instability is described. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aChlorides. =650 \0$aConcretes. =650 \0$aPortland cements. =650 \0$aMortars (material) =650 \0$aBiochemistry. =650 \0$aChlorine compounds. =650 14$aChlorides. =650 24$aPortland cements. =650 24$aConcretes. =650 24$aMortars (material) =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10163J.htm =LDR 02813nab a2200637 i 4500 =001 JTE10164J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10164J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10164J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC795.32.R3 =082 04$a539.7/7$223 =100 1\$aKam, FBK,$eauthor. =245 10$aNeutron Spectrum Analysis from Dosimetry Experiments /$cFBK Kam, FW. Stallmann. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aA fairly good approximation to a neutron spectrum can be obtained commensurable with the accuracy of the activity and cross-sectional measurements. However, these approximations are valid only in regions where the coverage is determined by the cross sections and spectrum used and may be locally disturbed by poor resolution. Coverage and resolution are two properties which determine the goodness of a given monitor set. The trial spectrum influences the outcome of the unfolding only to the extent that the monitor set fails to provide the necessary coverage and resolution. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCoverage. =650 \0$aDosimetry. =650 \0$aIteration. =650 \0$aResolution. =650 \0$aNeutron flux. =650 \0$aReaction time. =650 \0$aNeutron spectra. =650 \0$aRadiation effects. =650 \0$aNuclear cross sections. =650 \0$aRadiation dosimetry. =650 \0$aDose Response Relationship, Radiation. =650 14$aDosimetry. =650 24$aNeutron spectra. =650 24$aNuclear cross sections. =650 24$aNeutron flux. =650 24$aReaction time. =650 24$aRadiation effects. =650 24$aCoverage. =650 24$aResolution. =650 24$aIteration. =700 1\$aStallmann, FW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10164J.htm =LDR 03180nab a2200661 i 4500 =001 JTE10166J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10166J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10166J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC795.32.R3 =082 04$a539.7/7$223 =100 1\$aMcElroy, WN.,$eauthor. =245 10$aDamage Function Analysis /$cWN. McElroy, RL. Simons, DG. Doran, GR. Odette. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b43 =520 3\$aThis paper reviews the current status and procedures associated with damage function analysis as it applies to the development, design, and operation of nuclear reactors. Damage function analysis provides a systematic applied engineering approach for estimating fluence limits and their uncertainties for neutron-induced property changes for reactor materials and components. A summary of derived, quasi-empirical damage functions is provided and emphasis is placed on the need for standardization in their definition and application. Included is a discussion of the calculation and use of displacement production as an energy-dependent measure of exposure and displacement cross sections for damage function analysis. A brief review is given of the current and projected status of the neutron flux-fluence spectra characterisation that is essential for damage function analysis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFuels. =650 \0$aDamage. =650 \0$aNeutron flux. =650 \0$aNeutron fluence. =650 \0$aNeutron sources. =650 \0$aNeutron spectra. =650 \0$aRadiation effects. =650 \0$aNuclear cross sections. =650 \0$aDosimetry. =650 \0$aRadiation dosimetry. =650 14$aDosimetry. =650 24$aDamage. =650 24$aRadiation effects. =650 24$aNuclear cross sections. =650 24$aNeutron sources. =650 24$aNeutron flux. =650 24$aNeutron spectra. =650 24$aNeutron fluence. =650 24$aNuclear reactor materials. =650 24$aFuels. =700 1\$aSimons, RL.,$eauthor. =700 1\$aDoran, DG.,$eauthor. =700 1\$aOdette, GR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10166J.htm =LDR 02567nab a2200505 i 4500 =001 JTE10159J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10159J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10159J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.A6 =082 04$a620.1/86$223 =100 1\$aJones, MH.,$eauthor. =245 10$aNote on Performance of Tapered Grip Tensile Loading Devices /$cMH. Jones, WF. Brown. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aAlignment results are presented in terms of percent bending for a quick release, tapered grip, tensile loading device that has been proposed for testing sharply notched specimens of aluminum and magnesium alloys by a Task Group of the ASTM Committee E-24 on Fracture Testing of Metals. The results show that the bending introduced by the fixtures is strongly dependent on their relative rotational positions in respect to the loading rods which adapt them to the tensile machine. For one set of tapered grips the highest bending was about 15%. Recommendations are made for improvement in the design of the tapered grips which should reduce the bending stresses substantially. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNotch tests. =650 \0$aMagnesium alloys. =650 \0$aTensile loading devices. =650 \0$aAluminum. =650 \0$aAluminum alloys. =650 14$aNotch tests. =650 24$aTensile loading devices. =650 24$aAluminum alloys. =650 24$aMagnesium alloys. =700 1\$aBrown, WF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10159J.htm =LDR 02708nab a2200553 i 4500 =001 JTE10161J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10161J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10161J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA479.S7 =082 04$a620.1/7$223 =100 1\$aWillertz, LE.,$eauthor. =245 10$aCorrelation of Damping and Fatigue Properties of an AISI 403 Stainless Steel /$cLE. Willertz, DM. Moon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe changes in the damping properties of AISI 403 with cyclical torsional fatigue stressing have been determined in order to define the cyclical stress sensitivity limit (CSSL) of the material. Comparison of the data with observations of changes in surface features and the torsional and push-pull fatigue lives shows that the CSSL is a good indication of the minimum stress which can cause permanent fatigue damage in this material. The type of test used to determine the CSSL is rapid in that less than one day's testing on one specimen is required to define it, whereas the usual fatigue limit requires testing times of several weeks and a number of different specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamping. =650 \0$aStresses. =650 \0$aDislocations. =650 \0$aStainless steels. =650 \0$aFatigue (materials) =650 \0$aStainless steel. =650 \0$aBuilding materials. =650 14$aDamping. =650 24$aFatigue (materials) =650 24$aStainless steels. =650 24$aStresses. =650 24$aCyclical stress sensitivity limit. =650 24$aDislocations. =700 1\$aMoon, DM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10161J.htm =LDR 02721nab a2200637 i 4500 =001 JTE10157J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10157J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10157J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBF575.S75 =082 04$a155.9$223 =100 1\$aDucker, WL.,$eauthor. =245 13$aAn Analysis of the Design of Beam Testing Apparatus /$cWL. Ducker, CVG Vallabhan, WS. McMullin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aA critical evaluation of the mechanical design of beam testing apparatus used to determine the flexural strength of concrete by ASTM methods C 78-64(1972) and C 293-68 is presented. Two approaches were used in the evaluation: (1) an experimental deformation of the concrete beam analysis and (2) a stress-deformation analysis of the same by the finite element method. An alternative design of beam testing fixtures is presented by which the tests can be performed more efficiently and accurately. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDesign. =650 \0$aStresses. =650 \0$aConcretes. =650 \0$aBeam tests. =650 \0$aDeformation. =650 \0$aTest equipment. =650 \0$aFlexural strength. =650 \0$aFinite element method. =650 \0$aStress. =650 \0$aStress, Psychological. =650 \0$aStress (Physiology) =650 14$aConcretes. =650 24$aFlexural strength. =650 24$aDesign. =650 24$aTest equipment. =650 24$aDeformation. =650 24$aStresses. =650 24$aFinite element method. =650 24$aBeam tests. =700 1\$aVallabhan, CVG,$eauthor. =700 1\$aMcMullin, WS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10157J.htm =LDR 02429nab a2200529 i 4500 =001 JTE10165J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10165J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10165J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD601.2 =082 04$a539.2$223 =100 1\$aMorgan, WC.,$eauthor. =245 10$aLong-Term Dosimetry /$cWC. Morgan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIt should be assumed that the shape of the neutron energy spectrum and the neutron flux intensity will change during a long-term materials irradiation. The neutron dosimetry effort should have three primary goals: (1) dosimetry should be concentrated on the range of neutron energies of most importance for the radiation damage process; (2) the effective half-lives of the dosimeters should be less than the irradiation duration; and (3) appropriate corrections should be made for changes in the neutron spectrum and flux intensity during the irradiation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDosimetry. =650 \0$aNeutron flux. =650 \0$aNeutron fluence. =650 \0$aNeutron spectra. =650 \0$aIrradiation. =650 \0$aRadiation effects. =650 14$aDosimetry. =650 24$aNeutron spectra. =650 24$aNeutron flux. =650 24$aIrradiation. =650 24$aNeutron fluence. =650 24$aRadiation effects. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10165J.htm =LDR 03021nab a2200613 i 4500 =001 JTE10160J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10160J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10160J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.2 =082 04$a620.1/1232$223 =100 1\$aSharma, MG.,$eauthor. =245 10$aNonlinear Viscoelastic Properties of Bituminous Concretes /$cMG. Sharma, KS. Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aViscoelastic properties of bituminous concretes have been studied by observing creep behavior under a large range of compressive stress levels and temperatures. Effect of air void content on the creep properties has been observed. Results indicate that the test materials display linear viscoelastic properties only at low stress levels and temperatures. Master creep compliance curves corresponding to the linear range were obtained using the time-temperature shift hypothesis. The nonlinear creep behavior that is found to occur at higher stress levels and temperature has been characterized by the nonlinear viscoelasticity theory and the creep compliance functions based upon this theory were evaluated for the test materials. It is found that an increase in air void ratio leads to higher creep strains for a given stress level. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aPavements. =650 \0$aAir void ratio. =650 \0$aCreep properties. =650 \0$aKernel functions. =650 \0$aBituminous concretes. =650 \0$aTime-temperature shift. =650 \0$aViscoelasticity. =650 \0$aStress. =650 14$aBituminous concretes. =650 24$aViscoelasticity. =650 24$aCreep properties. =650 24$aStresses. =650 24$aPavements. =650 24$aTime-temperature shift. =650 24$aAir void ratio. =650 24$aKernel functions. =650 24$aDynamic modulus of elasticity. =700 1\$aKim, KS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10160J.htm =LDR 03067nab a2200601 i 4500 =001 JTE10156J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10156J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10156J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA406.7 =082 04$a620.105$223 =100 1\$aPohle, EM.,$eauthor. =245 10$aInterlaboratory Test for Wool Fineness Using the PiMc Particle Measurement Computer System /$cEM. Pohle. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe application of a particle measurement computer (PiMc) system for measuring average fiber diameter and variability of wool and other animal fibers has been demonstrated. Three lots of wool top and three lots of scoured wool cores representing fine (19 to 20 µm), medium (27 to 28 µm), and coarse (34 to 35 µm) grades were used. Preparation of slides of cut wool fibers and different mounting media were tested. Based on analyses from results of two laboratories, testing six lots of wool, only one had a difference in average fiber diameter between methods that was significant at the 0.05 probability level. This difference was 0.32 µm. Also, the analysis did not detect any bias or systematic error attributable to the PiMc system, nor was the difference between laboratories using different machines significant. The system reproduced its measurement results very closely. In this study, there were 24 comparisons and all differences were within theoretical differences due to chance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWool. =650 \0$aFibers. =650 \0$aFineness. =650 \0$aAnalysing. =650 \0$aComputers. =650 \0$aPrecision. =650 \0$aParticle measurement. =650 \0$aAccuracy. =650 \0$astandardisation. =650 14$aWool. =650 24$aFineness. =650 24$aComputers. =650 24$aParticle measurement. =650 24$aAnalysing. =650 24$aPrecision. =650 24$aAccuracy. =650 24$aStandardisation. =650 24$aFibers. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10156J.htm =LDR 03281nab a2200745 i 4500 =001 JTE10162J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10162J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10162J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS213 =082 04$a671.3/6$223 =100 1\$aMatejka, WA.,$eauthor. =245 12$aA High Purity Approach to High Chromium Ferritic Stainless Steels /$cWA. Matejka, RJ. Knoth. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThis paper discusses merits of a high chromium ferritic stainless steel with extremely low levels of carbon and nitrogen. Data are shown on effects of carbon, nitrogen, and other impurity elements on alloy corrosion properties, mechanical properties, mill processing, and fabricability. Properties of Type XM-27, a 26Cr-1Mo high purity ferritic made by electron-beam refining, are discussed for various product forms. Weldability and fabrication characteristics are reviewed with emphasis on heat exchangers and pressure vessels. Use of Type XM-27 in chemical, petroleum, and fertilizer processing equipment is described. Service performance results, in some cases showing 24-month data, are presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPurity. =650 \0$aWelding. =650 \0$aFabrication. =650 \0$aPerformance. =650 \0$aStabilizers. =650 \0$aInterstitials. =650 \0$aHeat exchangers. =650 \0$aMill processing. =650 \0$aPressure vessels. =650 \0$aMechanical properties. =650 \0$aElectron beam refining. =650 \0$aFerritic stainless steels. =650 \0$aStress corrosion. =650 \0$aConstruction materials. =650 14$aFerritic stainless steels. =650 24$aPurity. =650 24$aConstruction materials. =650 24$aStress corrosion resistance. =650 24$aInterstitials. =650 24$aStabilizers. =650 24$aDuctile brittle transition. =650 24$aElectron beam refining. =650 24$aWelding. =650 24$aFabrication. =650 24$aPerformance. =650 24$aMechanical properties. =650 24$aHeat exchangers. =650 24$aPressure vessels. =650 24$aMill processing. =700 1\$aKnoth, RJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10162J.htm =LDR 03455nab a2200589 i 4500 =001 JTE10168J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10168J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10168J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR905 =082 04$a612/.01448$223 =100 1\$aDudey, ND.,$eauthor. =245 10$aDosimetry Related to Controlled Thermonuclear Research /$cND. Dudey. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aControlled thermonuclear research (CTR) dosimetry is presently concerned with measurements of neutron flux, fluence, and neutron spectra. This information is being used to (1) correlate radiation effects data, (2) evaluate and describe the irradiation environment of currently available neutron sources, and (3) provide diagnostics for plasma physics studies. Current radiation effects studies are emphasising surface phenonena such as sputtering, and are utilising (d,t) and Be(d,n) reactions as the sources of neutrons. The energy region of 8 to 15 MeV is of most interest for CTR purposes. Experimental constraints necessitate use of the foil activation technique for dosimetry measurements. For the cases of monoenergetic neutron sources (RTNS), accuracies of about 7.5% are being obtained. Cross section uncertainties are limiting the accuracy for broad spectrum measurements, such as from Be-d sources. Because no present neutron source adequately represents the type of radiation environment expected to be encountered in future CTR devices, emphasis must be placed on carefully documenting and standardizing the dosimetry measurements so that the radiation effects data can ultimately be extrapolated to anticipated CTR conditions. Future efforts in CTR dosimetry must develop methods for characterizing charged and neutral particle radiation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDosimetry. =650 \0$aNeutron flux. =650 \0$aNeutron fluence. =650 \0$aNeutron sources. =650 \0$aNeutron spectra. =650 \0$aRadiation damage. =650 \0$aRadiation effects. =650 \0$aRadiation dosimetry. =650 \0$aRadiometry. =650 14$aDosimetry. =650 24$aControlled thermonuclear research. =650 24$aNeutron sources. =650 24$aRadiation damage. =650 24$aNeutron flux. =650 24$aNeutron fluence. =650 24$aNeutron spectra. =650 24$aRadiation effects. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10168J.htm =LDR 02790nab a2200553 i 4500 =001 JTE10649J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10649J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10649J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aKargol, JA.,$eauthor. =245 12$aA Fracture Mechanics Method for Determining the Crack Propagation Resistance of Embrittled Aluminum Bicrystals /$cJA. Kargol, DL. Albright. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aA fracture mechanics testing method has been adapted to the study of the crack propagation resistance of high purity aluminum bicrystals which fail under liquid metal embrittlement conditions. The tapered double cantilever beam fracture test makes it possible to determine the threshold crack extension force for a propagating crack and the crack velocity as a function of driving force above this threshold. Modifications of this test have been made so that it can be used to determine GILME and crack velocity for 99.99+% pure aluminum bicrystals in a Hg-3 a/o Ga atmosphere. The test is shown to be reproducible, and variations in GILME due to differences in crystallographic orientation of the bicrystals are attainable. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAluminum. =650 \0$aBicrystals. =650 \0$aEmbrittlement. =650 \0$aGrain boundaries. =650 \0$aCrack propagation. =650 \0$aFracture mechanics. =650 \0$aStructural dynamics. =650 14$aFracture mechanics. =650 24$aCrack propagation. =650 24$aAluminum. =650 24$aBicrystals. =650 24$aGrain boundaries. =650 24$aEmbrittlement. =700 1\$aAlbright, DL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10649J.htm =LDR 03100nab a2200565 i 4500 =001 JTE100097 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100097$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100097$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLB1075 =082 04$a150$223 =100 1\$aPurnowidodo, Anindito,$eauthor. =245 10$aCrack Growth Behavior in Overloaded Specimens with Sharp Notch in Low Carbon Steel /$cAnindito Purnowidodo, Shingo Fukuzato, Akihide Saimoto, Chobin Makabe. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe purpose of the present study is to evaluate fatigue crack propagation after tensile overloading. A 6-mm long u-shaped notch was cut in the center section of the specimen. Notch root radii of 0.1, 1, and 2 mm were chosen for ?. These were regarded as center-notched specimens. The crack propagation behavior of these specimens was compared with a center-cracked specimen. Push-pull fatigue tests were carried out under stress ratios R=0, -1, and -1.5. A special investigation was made into the results for ?=1 mm. After overload, retardation of crack growth was observed under R=0 and -1 for the notched specimens and center-cracked specimens. However, where R=-1.5, crack growth acceleration was observed after overload in both types of specimens. Even though crack growth was accelerated or decelerated, the rate was able to be evaluated by the effective stress intensity factor range after 0.2 mm of crack growth from the notch root. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOverload. =650 \0$aStress ratio. =650 \0$aNotched specimen. =650 \0$aStress intensity factor. =650 \0$aFatigue crack propagation. =650 \0$aFatigue. =650 \0$aExhaustion. =650 14$aFatigue crack propagation. =650 24$aOverload. =650 24$aStress ratio. =650 24$aNotched specimen. =650 24$aStress intensity factor. =700 1\$aFukuzato, Shingo,$eauthor. =700 1\$aSaimoto, Akihide,$eauthor. =700 1\$aMakabe, Chobin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100097.htm =LDR 02877nab a2200529 i 4500 =001 JTE100758 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100758$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100758$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ172.5.E77 =082 04$a500$223 =100 1\$aFan, Xianfeng,$eauthor. =245 10$aGearbox Fault Feature Extraction Using Hilbert Transform, S-Transform, and a Statistical Indicator /$cXianfeng Fan, Ming J. Zuo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aVibration analysis has been widely used in machine fault feature extraction and diagnosis of rotating machinery. The effects of modulation and nonstationarity in vibration signals collected from a faulty gearbox present challenges for fault feature extraction. Hilbert transform and S-transform have the ability to address these issues through demodulation and time-frequency analysis, respectively. In this paper, we propose to use a feature indicator to represent the S-transform coefficients. The proposed method integrates the advantages of Hilbert transform, S-transform, and the proposed feature indicator (FI). The validity of the proposed method is verified with a simulated signal and real gearbox vibration signals. Comparison studies show that the proposed method is more effective and does not require the operators to have a lot of diagnostic experience. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGearbox. =650 \0$aS-transform. =650 \0$aFeature indicator. =650 \0$aHilbert transform. =650 \0$aFault features extraction. =650 \0$aErrors, Scientific. =650 14$aGearbox. =650 24$aFault features extraction. =650 24$aHilbert transform. =650 24$aS-transform. =650 24$aFeature indicator. =700 1\$aZuo, Ming J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100758.htm =LDR 02963nab a2200553 i 4500 =001 JTE100192 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100192$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100192$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC915 =082 04$a551.57/1$223 =100 1\$aGonçalves, T. Diaz,$eauthor. =245 10$aTesting of Salt-Contaminated Materials :$bUse of Aqueous Solutions for Control of Relative Humidity /$cT. Diaz Gonçalves, M. Marinho Abreu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aToday, many kinds of laboratory tests are performed on salt-contaminated materials. In these tests the relative humidity is often controlled inside closed containers by means of selected salt solutions or pure water. This paper discusses the influence of the contaminant salts on the environmental conditions inside such containers. Two experiments were performed by monitoring the relative humidity and temperature when NaCl samples were kept over pure water. The results showed that the NaCl samples significantly disturbed the environmental conditions inside the containers. This indicates that methods of generating constant relative humidity by means of salt solutions or pure water can be inappropriate in the case of salt-contaminated materials. As a precautionary measure, monitoring of the environmental parameters inside the containers should be carried out. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSalt decay. =650 \0$aSoluble salts. =650 \0$aSalt solutions. =650 \0$aAqueous solutions. =650 \0$aRelative humidity. =650 \0$aHumidity. =650 \0$aAtmospheric humidity. =650 14$aRelative humidity. =650 24$aControl of relative humidity. =650 24$aAqueous solutions. =650 24$aSalt solutions. =650 24$aSoluble salts. =650 24$aSalt decay. =700 1\$aAbreu, M. Marinho,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100192.htm =LDR 02959nab a2200517 i 4500 =001 JTE100831 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100831$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100831$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA931 =082 04$a531/.382$223 =100 1\$aZhang, J.,$eauthor. =245 10$aMeasurement of Strain Distribution and Material Flow in Bulk Deformation by the Screw Method /$cJ. Zhang, S. J. Yuan, Z. B. He. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aA new method for the observation of material flow and measurement of plastic strain in deformed parts is proposed. First, a specimen with machined threaded holes containing threaded bolts was deformed and then sectioned along the mid-section of the bolts. The deformed screw interfaces at the section were observed and measured by a microscope. The plastic strain on the screw interfaces was calculated by the change of screw pitch. The experimental results and numerical simulation show good agreement. In contrast to other physical modeling methods, this method utilizes the actual metal for sensor and workpiece, rather than using substitute materials. Furthermore, the proposed method can be used to observe and measure material flow and plastic strain inside the specimen without splitting it before deformation. It can be used to study material flow and predict strain distribution in general bulk metal forming processes such as upsetting, extrusion, die forging, etc. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMaterial flow. =650 \0$aPhysical modeling. =650 \0$aBulk metal forming. =650 \0$aStrain measurement. =650 \0$aStrains and stresses. =650 14$aStrain measurement. =650 24$aMaterial flow. =650 24$aBulk metal forming. =650 24$aPhysical modeling. =700 1\$aYuan, S. J.,$eauthor. =700 1\$aHe, Z. B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100831.htm =LDR 03086nab a2200577 i 4500 =001 JTE100721 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100721$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100721$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS227 =082 04$a671.5/2$223 =100 1\$aRomero, Jesús,$eauthor. =245 10$aReconstitution Process by Stud Welding for the Surveillance Program in Mexico /$cJesús Romero, Rogelio Hernández, Filiberto Fernández, Fortino Mercado, Eric van Walle. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThis paper describes the development of the stud welding process for reconstitution of Charpy specimens for the surveillance program at the Mexican nuclear power plants. The surveillance program objective is to evaluate in advance the degree of embrittlement of the vessel over its service life. However, the number of capsules with test specimens was only foreseen for the plant's design lifetime, and, at present, nuclear power plants can take measures that extend their lifetime by up to 20 additional years; hence the importance of this test material, which stores specific information on accumulated damage due to irradiation. This material needs to be reused after being destructively tested and, hence, there is the need to develop a reconstitution process to obtain other reconstructed Charpy specimens. These will be reinserted into the reactor both for the surveillance program and potential plant life extension. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture. =650 \0$aToughness. =650 \0$aSurveillance. =650 \0$aEmbrittlement. =650 \0$aWelding. =650 \0$aManufacturing processes. =650 14$aEmbrittlement. =650 24$aFracture. =650 24$aToughness. =650 24$aSurveillance. =650 24$aStud. =650 24$aWelding. =700 1\$aHernández, Rogelio,$eauthor. =700 1\$aFernández, Filiberto,$eauthor. =700 1\$aMercado, Fortino,$eauthor. =700 1\$avan Walle, Eric,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100721.htm =LDR 02842nab a2200493 i 4500 =001 JTE100050 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100050$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100050$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP690.4 =082 04$a665.533$223 =100 1\$aYan, Xiangqiao,$eauthor. =245 10$aNumerical Analysis of Rectangular Plate with Symmetric Edge Cracks and Edge Half-Circular Hole Cracks in Tension /$cXiangqiao Yan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThis paper is concerned with the stress intensity factors (SIFs) of a rectangular plate with symmetric edge cracks and edge half-circular-hole cracks in tension (see Figs. 1 and 2) by using the displacement discontinuity method with crack-tip elements (a boundary element method) proposed recently by the author. It is found that the boundary element method is simple, yet accurate for calculating the SIFs of complex crack problems not only in infinite plate [1] but also in finite plate [2]. Specifically, detail solutions of the SIFs of the two plane elastic crack problems are given, which can reveal the effect of H/W on the SIFs. By comparing the calculated SIFs of the symmetric edge half-circular-hole cracks (Fig. 2) with those of the symmetric edge cracks (Fig. 1); in addition, a shielding effect of the half-circular hole on the SIFs of the symmetric edge half-circular-hole cracks are discussed in detail. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack. =650 \0$aCrack-tip element. =650 \0$aStress intensity factor. =650 \0$aCracking process. =650 \0$aDistillation, Destructive. =650 14$aStress intensity factor. =650 24$aCrack. =650 24$aCrack-tip element. =650 24$aDisplacement discontinuity. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100050.htm =LDR 02576nab a2200493 i 4500 =001 JTE100272 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100272$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100272$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQK898.C42 =082 04$a572/.56682$223 =100 1\$aBrenner, Richard,$eauthor. =245 10$aEvaluation of A Humidity Sensor for Use in An Environment Exposed to Radiation /$cRichard Brenner, Nils Bingefors, Bjarte Mohn. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aHumidity sensors tolerant to ionizing radiation are used in high-energy physics experiments where radiation doses are large and the sensors are inaccessible for replacement due to the highly activated environment. Other fields that have to meet the same demands are nuclear industry and space technology. In this paper cellulose crystallite humidity sensors that have been qualified by the manufacturer for use in radiation environments have been characterized and calibrated with the purpose of evaluating their suitability for use in the CERN ATLAS experiment for high-energy physics research. The impact of protons on the sensor was studied up to a fluence of 2•1014 p/cm2. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRadiation hard. =650 \0$aHumidity sensor. =650 \0$aCellulose. =650 \0$aGlucans. =650 14$aHumidity sensor. =650 24$aCellulose. =650 24$aRadiation hard. =700 1\$aBingefors, Nils,$eauthor. =700 1\$aMohn, Bjarte,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100272.htm =LDR 02887nab a2200493 i 4500 =001 JTE100565 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100565$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100565$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS180.5 =082 04$a669/.0028/9$223 =100 1\$aLiu, L.,$eauthor. =245 10$aQuantification of Constitutive Behavior of Sheet Metals Subjected to Dynamic Bulge Loading /$cL. Liu, N. Petrinic, B. Elliot, C. Ruiz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aA newly developed method has been employed to quantify the mechanical behavior of sheet metals (both isotropic and orthotropic) subjected to dynamic bulge loading at strain rates of up to 400 s-1. Using newly developed dynamic bulge testing equipment with stereoscopic imaging, the exact shape of the bulging dome has been obtained and represented using high order polynomials before further constitutive analysis. The bulge profile functions discerned have been used to calculate the actual radius of curvature at the pole, thus replacing the spherical shape generally assumed in traditional bulge test analysis. Furthermore, the calculation of the thickness of the bulge has been improved by employing "dome volume" approaches. Effective strain and stress at the dome's pole have been calculated considering both isotropic and orthotropic materials. The effect of gage length on the obtained values of strain and stress has been assessed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrashworthiness. =650 \0$aDynamic bulge test. =650 \0$aLoading and unloading. =650 14$aDynamic bulge test. =650 24$aBiaxial stress-strain relationship. =650 24$aCrashworthiness. =700 1\$aPetrinic, N.,$eauthor. =700 1\$aElliot, B.,$eauthor. =700 1\$aRuiz, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100565.htm =LDR 03308nab a2200493 i 4500 =001 JTE100771 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100771$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100771$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD169 =082 04$a301.31$223 =100 1\$aBillets, Stephen,$eauthor. =245 10$aHistory and Accomplishments of the U.S. Environmental Protection Agency's Superfund Innovative Technology Evaluation (SITE) Monitoring and Measurement Technology (MMT) Program /$cStephen Billets, Amy Dindal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThis manuscript presents a detailed narrative of the history, accomplishments, and evolution of the U.S. Environmental Protection Agency's (EPA) Superfund Innovative Technology Evaluation (SITE) Monitoring and Measurement Technology (MMT) Verification Program. This includes a discussion of how fundamental concepts of a performance testing/verification program were developed in response to the 1986 Congressional legislation that was enacted to bring together technology developers, users, and EPA's credibility in a national testing program. One impetus for the program was the technology developers' need for a cost effective and technically credible program for showcasing the performance of their technologies to EPA regions, other federal agencies, and other clients. The SITE Program was EPA's first technology verification program and it has served as a model for subsequent evaluation programs. The performance characteristics of 70 technologies have been verified by the SITE MMT Program. A survey of developers that have participated in the program indicated their overall satisfaction and a summary of their observations is presented. The outcome of the program and its legacy represents an important contribution to the EPA Superfund Program and the use of field analytical technologies. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSITE Program. =650 \0$aTechnology evaluation. =650 \0$aMonitoring technologies. =650 \0$aEnvironmental protection. =650 14$aU.S. EPA. =650 24$aSITE Program. =650 24$aMonitoring technologies. =650 24$aTechnology evaluation. =700 1\$aDindal, Amy,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100771.htm =LDR 03767nab a2200517 i 4500 =001 JTE100166 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100166$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100166$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS198.3.P5 =082 04$a668.4/97$223 =100 1\$aSingh, S. Paul,$eauthor. =245 10$aTesting and Evaluation of Quality Changes of Treated Fresh-Cut Tropical Fruits Packaged in Thermoformed Plastic Containers /$cS. Paul Singh, V. Chonhenchob, Y. Chantarasomboon, J. Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aFresh-cut fruit accounted for nearlyUSD300 at retail in the U.S. in 2004, with projected sales ranging betweenUSD1 andUSD2 billion by 2008. The choice of packaging materials and the atmospheric conditions both inside and outside the package contribute significantly to the shelf-life of these products. This study evaluated quality changes such as firmness, color, total soluble solids (TSS), titratable acidity (TA), sensory quality, and microbial safety of fresh-cut mangoes, pineapples, melons, and mixes of these fruits. Chemical treatments to reduce browning, firmness loss, and decay for these fruits were also investigated. The most effective treatments for fresh-cut mangoes, pineapples, and melons were 0.1 M ascorbic acid, 0.2 M ascorbic acid, and 0.2 M ascorbic acid plus 0.2 M calcium chloride, respectively. These fresh-cut tropical fruits were packaged in three semi-rigid containers made of polyethylene terephthalate (PET), oriented polystyrene (OPS), and oriented poly(lactide) (OPLA). Gas composition in the package headspace and the time to reach steady-state conditions were observed to vary among fresh-cut packaging systems and affected their quality and shelf-life. The effects of package permeability, with regards to O2 and CO2, on quality and shelf-life of the fresh-cut products are discussed in this paper. Extended shelf-life was observed in fresh-cut mangoes, pineapples, and mixes packaged in PET due to reduced O2 and elevated CO2 atmosphere. Modified atmosphere of 6% O2 and 14% CO2 achieved in PET extended the shelf-life of fresh-cut pineapples from 6 to 13 days. The results suggest that shelf-life of fresh-cut fruit could be extended using appropriate semi-rigid containers. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPackaging. =650 \0$aFresh-cut fruit. =650 \0$aModified atmosphere. =650 \0$aPlastic containers. =650 14$aFresh-cut fruit. =650 24$aPackaging. =650 24$aModified atmosphere. =650 24$aPlastic containers. =700 1\$aChonhenchob, V.,$eauthor. =700 1\$aChantarasomboon, Y.,$eauthor. =700 1\$aSingh, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100166.htm =LDR 02925nab a2200577 i 4500 =001 JTE14102 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE14102$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE14102$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aSD11 =082 04$a634.9$223 =100 1\$aLeichti, Robert,$eauthor. =245 10$aFlexural Creep Apparatus and Testing for Structural Composite Lumber /$cRobert Leichti, Milo Clauson, Daniel Cheney. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aA specification to test and evaluate the flexural creep and duration of load effects for structural wood-based products was finalized as ASTM D 6815-02. The test method requires relatively large forces be sustained for at least 90 days. Further, the test is conducted in an environment that is moisture and temperature controlled. The typical apparatus for this test uses weights and ratio pulleys, but the heavy loads make loading and unloading difficult and potentially dangerous and the footprint must be large enough to provide space for lifting. This paper describes an apparatus that requires a minimum of floor space and uses hydraulic loading so that it is safer to load and unload. Operation and typical data for the test are used to demonstrate the specification and the apparatus. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aFlexural creep. =650 \0$aDuration of load. =650 \0$aWood-based products. =650 \0$aFractional deflection. =650 \0$aLumber$xMeasurement. =650 \0$aWood$xTesting. =650 \0$aLumber$xTesting. =650 \0$aStrength of materials. =650 14$aCreep. =650 24$aWood-based products. =650 24$aDuration of load. =650 24$aFractional deflection. =650 24$aFlexural creep. =700 1\$aClauson, Milo,$eauthor. =700 1\$aCheney, Daniel,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE14102.htm =LDR 03950nab a2200529 i 4500 =001 JTE100877 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100877$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100877$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLB1075 =082 04$a150$223 =100 1\$aChen, Dar Hao,$eauthor. =245 10$aVerification and Calibration of VESYS5W Fatigue Cracking Model Using Results from Accelerated Pavement Testing /$cDar Hao Chen, Fujie Zhou, Jianbo Yuan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aCost effective design methodology demands accurate performance modeling. Fatigue cracking is one of the major performance indicators in flexible pavement systems. Through literature review, a decision was made to modify the fatigue cracking model in the original VESYS5 program. The revised model in VESYS5W has the same basic form as suggested by the Asphalt Institute (AI) and the 2002 Mechanistic-Empirical Pavement Design Guide (MEPDG). The main challenge in modeling fatigue cracking is to determine appropriate input parameters. Efforts were made to compare the experimental results of full-scale accelerated pavement testing (APT) to the VESY5W predictions using the material parameters suggested by AI and the 2002 MEPDG. The test data employed in this paper are obtained from the full-scale APT conducted by the Federal Highway Administration (FHWA) under a national pooled fund study TPF-5(019). Test results from five lanes at testing temperatures of 19°C were utilized in the comparisons. It was found that the VESYS5W prediction using the material parameters from 2002 MEPDG yielded a much better fit to the experimental results than those using AI material parameters. The VESYS5W predictions using the AI material parameters always underestimated the fatigue cracking life. To match experimental results, shift factors were applied. The shift factors ranged from 0.48 to 3.1 for the predictions using the material parameters from the 2002 MEPDG. However, the shift factors for the AI material parameters ranged from 3.6 to 14.4. In summary, VESYS5W predictions using 2002 MEPDG material parameters provided satisfactory fits to the experimental results with relatively small (?3.1) shift factors. Based on the FHWA's APT test results and the VESYS5W analyses, two equations are recommended for prediction of fatigue cracking in pavements with conventional mix and with asphalt modifier. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModeling. =650 \0$aFatigue cracking. =650 \0$aAsphalt institute. =650 \0$aFatigue. =650 \0$aExhaustion. =650 14$aFatigue cracking. =650 24$aAccelerated pavement testing. =650 24$aModeling. =650 24$aMechanistic-empirical pavement design guide. =650 24$aAsphalt institute. =700 1\$aZhou, Fujie,$eauthor. =700 1\$aYuan, Jianbo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100877.htm =LDR 03004nab a2200505 i 4500 =001 JTE100707 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100707$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100707$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGN418 =082 04$a391$223 =100 1\$aHuang, Jianhua,$eauthor. =245 10$aAssessment of Clothing Effects in Thermal Comfort Standards :$bA Review /$cJianhua Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b56 =520 3\$aThere are four international standards covering the measurement of thermal resistance of clothing, i.e., ISO 15831, ASTM F 1291, ASTM F 1720, and EN 342. They employ the same measurement technique, but they differ in manikin size, test conditions, formula for calculating the insulation, and the parameters for reporting the test results. ASTM F 2370 is the only standard that addresses the measurement of evaporative resistance of clothing. It specifies the configuration of sweating thermal manikin, test protocol and test conditions, and does not call for a specific technique to simulate body sweating. ISO 9920 provides formulas for estimating thermal insulation and evaporative resistance of clothing. The international standards for the assessment of thermal comfort or thermal strain of a clothed body include ISO 7730, ISO/TR 11079 and ISO 7933, for evaluating moderate thermal, cold and hot environments, respectively. Their applications of thermal properties of clothing, principles, and limitations vary. Several suggestions are finally projected with regard to the future revision of these standards. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aClothing. =650 \0$aThermal comfort. =650 \0$aThermal property. =650 \0$aThermal environment. =650 \0$aClothing and dress. =650 \0$aManners and customs. =650 14$aClothing. =650 24$aThermal property. =650 24$aThermal comfort. =650 24$aThermal environment. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100707.htm =LDR 02860nab a2200541 i 4500 =001 JTE100161 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100161$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100161$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQK647 =082 04$a582.16/04/1$223 =100 1\$aLeichti, Robert J.,$eauthor. =245 10$aBoundary Condition Role in Tests of Wood Compression Webs /$cRobert J. Leichti, Karl Kleemann, Thomas H. Miller. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThe important role of boundary conditions in tests of compression members was evaluated when determining the instability loads of asymmetric and nonprismatic compression webs for wood trusses. The compression webs were created by nailing a side member to the truss web so that the cross section was L-shaped. In the analytical investigation, the side members were assumed to be as long as the truss web, and the boundary conditions were for pinned and elastically restrained connections. In the experiments, L-reinforced webs were tested with pinned and metal-plate-connected boundary conditions and with side members of various lengths. The boundary conditions had a significant effect on stability load and the failure mode. Capacity of the L-reinforced truss web may be governed by the metal connector plate rather than wood strength or instability. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTimber. =650 \0$aTruss web. =650 \0$aBoundary conditions. =650 \0$aNonprismatic column. =650 \0$aWood. =650 \0$aBuilding materials. =650 14$aWood. =650 24$aNonprismatic column. =650 24$aBoundary conditions. =650 24$aTimber. =650 24$aTruss web. =700 1\$aKleemann, Karl,$eauthor. =700 1\$aMiller, Thomas H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100161.htm =LDR 02809nab a2200553 i 4500 =001 JTE100784 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100784$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100784$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTC160 =082 04$a620.1/06$223 =100 1\$aCary, Richard T.,$eauthor. =245 14$aThe Development of ASTM D 4772 :$bThe Water Flow Test Method /$cRichard T. Cary. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aASTM D 4772, "Standard Test Method for Surface Water Absorption of Terry Fabrics (Water Flow)," is a nondestructive test method for determining the effectiveness of terry fabrics and terry fabric products to remove water from various surfaces. Based on the water flow apparatus invented by employees of the former J. P. Stevens and Company, ASTM D 4772 was developed by the ASTM D 13.59 Task Group for the absorbency of woven fabrics. ASTM D 4772 was developed for use in ASTM D 5433 "Standard Performance Specification for Towel Products for Institutional and Household Use." The single-material single-operator precision and the single-laboratory predictive validity of ASTM D 4772 were found to be good. However, the single-material interlaboratory precision of ASTM D 4772 was found to be poor. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTowel. =650 \0$aTerry fabric. =650 \0$aWater absorption. =650 \0$aWater flow test method. =650 \0$aSurface water absorption. =650 \0$aHydraulics. =650 \0$aFlow of water. =650 14$aASTM D 4772. =650 24$aASTM D 5433. =650 24$aSurface water absorption. =650 24$aTerry fabric. =650 24$aTowel. =650 24$aWater absorption. =650 24$aWater flow test method. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100784.htm =LDR 02157nab a2200409 i 4500 =001 JTE10999J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10999J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10999J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC320 =082 04$a621.4022$223 =100 1\$aVan Geem, MG.,$eauthor. =245 10$aOverview of the Workshop for Hot Box Operators /$cMG. Van Geem. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe following five papers were presented at a Workshop for Hot Box Operators sponsored by ASTM Committee C-16 on Thermal Insulation and the Building Thermal Envelope Coordinating Council (BTECC) Research Coordinating Committee (RCC) on Heat and Mass Transfer.The Workshop was held with 31 in attendance in Colorado Springs, Colorado, on 28-29 March 1985, following the regular spring seminannual meeting of Committee C-16-Attendees represented 14 companies and organizations that maintain calibrated hot boxes (ASTM C 976) or guarded hot boxes (ASTM C 236) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMasstransfer. =650 \0$aHeat$xTransmission. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10999J.htm =LDR 02870nab a2200613 i 4500 =001 JTE11004J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11004J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11004J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC320 =082 04$a536.2$223 =100 1\$aVan Geem, MG.,$eauthor. =245 10$aMeasuring Thermal Performance of Wall Assemblies under Dynamic Temperature Conditions /$cMG. Van Geem. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThe calibrated hot box (ASTM Test for Thermal Performance of Building Assemblies by Means of a Calibrated Hot Box [C 976]) is used to measure thermal performance of wall assemblies under dynamic temperature conditions. ASTM C 976 does not specify procedures for dynamic testing, or analysis and presentation of results. Dynamic testing procedures used by Construction Technology Laboratories (CTL), including instrumentation of test specimens, derivation of dynamic temperature cycles, acquisition of test data, and presentation of results, are described in this paper. Since 1979, CTL has applied dynamic temperature cycles to 25 wall assemblies using the calibrated hot box. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWalls. =650 \0$aEnergy. =650 \0$aThermal inertia. =650 \0$aHeat transmission. =650 \0$aCalibrated hot box. =650 \0$aThermal resistance. =650 \0$aTransient response. =650 \0$aThermal storage capacity. =650 \0$aHeat$xTransmission. =650 \0$aHeat. =650 \0$aThermodynamique. =650 14$aCalibrated hot box. =650 24$aEnergy. =650 24$aHeat transmission. =650 24$aThermal resistance. =650 24$aThermal inertia. =650 24$aThermal storage capacity. =650 24$aTransient response. =650 24$aWalls. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11004J.htm =LDR 03732nab a2200625 i 4500 =001 JTE11000J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11000J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11000J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT50 =082 04$a620/.0044$223 =100 1\$aGerace, RR.,$eauthor. =245 13$aAn Operational Procedure for Guarded Hot Box Testing /$cRR. Gerace, GD. Derderian, PC. Cirignano, RD. Orlandi, LS. Shu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aAn operational procedure for guarded hot box (GHB) testing has been developed in the Thermal Measurements Laboratory (TML) of the Construction Products Division of W. R. Grace and Co. The GHB operational procedures consisting of specimen preparation, "calibration", testing, data analysis, and reporting are presented in this report. These procedures follow the general guidelines given in ASTM Test for Steady-State Thermal Performance of Building Assemblies by Means of a Guarded Hot Box (C 236). In the specimen preparation procedure, material handling, specimen construction, specimen mounting into the specimen frame, and instrumentation placement and method of attachment are discussed in detail. The "calibration" procedure developed accounts for any variations in the thermal conductance of the metering box walls caused by design or construction. The experimentally determined setting for the thermopile electromotive force is controlled during testing so that the net heat flow through the metering box walls is negligible. The "calibration" procedure does not require knowledge of the thermal conductance of the specimen. A testing procedure is discussed that provides steady-state operation as defined by six steady 4-h periods of temperature and heat flow data within 1% of each other. The test data are analyzed and a GHB test report is generated by a computer software package. Examples of a typical GHB test report and a testing procedure data sheet are presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTesting. =650 \0$aReporting. =650 \0$aData analysis. =650 \0$aGuarded hot box. =650 \0$aSpecimen preparation. =650 \0$aOperational procedure. =650 \0$aCalibration. =650 \0$aMeasurement. =650 \0$aQuality assurance. =650 14$aGuarded hot box. =650 24$aOperational procedure. =650 24$aSpecimen preparation. =650 24$aCalibration. =650 24$aTesting. =650 24$aData analysis. =650 24$aReporting. =700 1\$aDerderian, GD.,$eauthor. =700 1\$aCirignano, PC.,$eauthor. =700 1\$aOrlandi, RD.,$eauthor. =700 1\$aShu, LS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11000J.htm =LDR 03030nab a2200553 i 4500 =001 JTE11003J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11003J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11003J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT50 =082 04$a620/.0044$223 =100 1\$aZarr, RR.,$eauthor. =245 10$aCalibration of the NBS Calibrated Hot Box /$cRR. Zarr, DM. Burch, TK. Faison, CE. Arnold, ME. O'Connell. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aA series of calibration tests were conducted in the laboratory in order to determine the overall experimental error and uncertainty for the NBS calibrated hot box. For these tests, 10 cm (4 in.) and 20 cm (8 in.) thick polystyrene wall specimens having independently measured thermal resistances were installed in a support frame and sandwiched between the metering and climatic chambers. The metering chamber was operated at a typical indoor condition for a residence, while the climatic chamber was operated at selected steady outdoor winter conditions. For each of the tests, an energy balance was performed on the metering chamber. The heat transfer that flanks the wall specimen and passes through the support frame was predicted using a finite-difference model. The other heat losses and gains for the energy balance were measured. The residual energy loss for the energy balance of the metering chamber represents the overall experimental error and uncertainty. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlanking loss. =650 \0$aCalibrated hot box. =650 \0$aWall heat transmission. =650 \0$aCalibration. =650 \0$aMeasurement. =650 \0$aQuality assurance. =650 14$aCalibration. =650 24$aCalibrated hot box. =650 24$aFlanking loss. =650 24$aWall heat transmission. =700 1\$aBurch, DM.,$eauthor. =700 1\$aFaison, TK.,$eauthor. =700 1\$aArnold, CE.,$eauthor. =700 1\$aO'Connell, ME.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11003J.htm =LDR 02445nab a2200517 i 4500 =001 JTE11002J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11002J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11002J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD75.4.C34 =082 04$a621.37/2$223 =100 1\$aMiller, RG.,$eauthor. =245 10$aHot Box Operating Techniques and Procedures :$bA Survey /$cRG. Miller. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aA questionnaire dealing with operating techniques and procedures of guarded and calibrated hot boxes was mailed to 14 hot box operators in the United States and Canada. Questions pertaining to testing capabilities, instrumentation, calibration specimens, steady-state criteria, etc., were asked. Responses from the 13 laboratories returning the survey are summarized in the paper. This information should be of interest to hot box operators, as well as prove helpful in future revisions of the guarded and calibrated hot box test methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSurvey. =650 \0$aGuarded hot box. =650 \0$aHot box operators. =650 \0$aCalibrated hot box. =650 \0$aOperating techniques. =650 \0$aCalibration. =650 14$aGuarded hot box. =650 24$aCalibrated hot box. =650 24$aHot box operators. =650 24$aOperating techniques. =650 24$aSurvey. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11002J.htm =LDR 03407nab a2200805 i 4500 =001 JTE10997J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10997J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10997J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a639.9/7573$223 =100 1\$aIshai, I.,$eauthor. =245 12$aA Suggested Methodology for the Analysis of Asphalt Age-Hardening /$cI. Ishai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThis paper discusses a suggested approach for utilization of rheological aging curves for prediction of inservice age-hardening of asphalt which can affect pavement durability. The standard "one point" evaluation of laboratory aging of asphalts is quite limited with regard to a meaningful, rational, and comprehensive evaluation of asphalt aging with respect to pavement durability. On the other hand, the temperature-time domain should be characterized and investigated by aging curves over a wide range of the two-parameter coordinates. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAging curves. =650 \0$aAsphalt aging. =650 \0$aAsphalt rheology. =650 \0$aAsphalt hardening. =650 \0$aAsphalt durability. =650 \0$aAsphalt composition. =650 \0$aAsphalt consistency. =650 \0$aAsphaltic pavements. =650 \0$aBituminous mixtures. =650 \0$aPavement durability. =650 \0$aMicrofilm oven tests. =650 \0$aPavement performance. =650 \0$aThin-film oven tests. =650 \0$aConsistency aging index. =650 \0$aTemperature-time domain. =650 \0$aIn-service asphalt aging. =650 \0$aPavements,Asphalt. =650 \0$aPavements,Asphalt$xEnvironmental aspects. =650 \0$aRoads$xDesign and construction. =650 14$aAsphalt durability. =650 24$aPavement durability. =650 24$aPavement performance. =650 24$aAsphalt rheology. =650 24$aAsphalt consistency. =650 24$aAsphalt aging. =650 24$aAsphalt hardening. =650 24$aAging curves. =650 24$aTemperature-time domain. =650 24$aThin-film oven tests. =650 24$aMicrofilm oven tests. =650 24$aBituminous mixtures. =650 24$aAsphaltic pavements. =650 24$aAsphalt composition. =650 24$aConsistency aging index. =650 24$aIn-service asphalt aging. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10997J.htm =LDR 02304nab a2200469 i 4500 =001 JTE10998J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10998J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10998J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA656.2 =082 04$a624/.171$223 =100 1\$aPapirno, R.,$eauthor. =245 10$aInelastic Buckling of ASTM Standard E 9 Compression Specimens /$cR. Papirno. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA tutorial exposition is given of methods for calculating the inelastic buckling stress of specimens tested in accordance with ASTM Standard E 9 on Compression Testing of Metallic Materials at Room Temperature. The recommended round specimen sizes will buckle inelastically for all non-brittle metals, but ASTM E 9 refers only to Euler elastic buckling. An inelastic buckling relation based upon the tangent modulus is given, and methods of calculating the inelastic buckling stress are demonstrated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInelastic buckling. =650 \0$aCompression specimen. =650 \0$aBuckling(Mechanics) =650 \0$aStructural analysis. =650 14$aInelastic buckling. =650 24$aCompression specimen. =650 24$aASTM Standard E 9. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10998J.htm =LDR 02853nab a2200565 i 4500 =001 JTE11001J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11001J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11001J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT50 =082 04$a620/.0044$223 =100 1\$aBroderick, TB.,$eauthor. =245 10$aDesign and Calibration of a Guard Added to an Existing Hot Box /$cTB. Broderick. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThe 6.10 by 4.27 m (20 by 14 ft) vertical heat flow hot box at the Owens-Corning Fiberglas Technical Center has recently been used to make measurements on a variety of roof/ceiling insulation systems used in the steel bar joist and metal deck construction typical in commercial buildings. Since these systems varied in geometry from one with roof insulation only to one combining roof insulation, a plenum, and an insulated hung ceiling, the sample support needed to be nearly 1.22 m (4 ft) tall. This meant that the extraneous energy flows through this support would be a substantial fraction of the sample energy flow for well-insulated samples. Furthermore, these relatively large flows combined with the variety of system geometries would have required that calibrations be developed for multiple geometries. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInsulation. =650 \0$aThermal model. =650 \0$aEnergy balance. =650 \0$aThermal guarding. =650 \0$aCalibrated hot box. =650 \0$aCommercial building. =650 \0$aCalibration. =650 \0$aMeasurement. =650 \0$aQuality assurance. =650 14$aCalibrated hot box. =650 24$aThermal guarding. =650 24$aEnergy balance. =650 24$aInsulation. =650 24$aCommercial building. =650 24$aThermal model. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11001J.htm =LDR 02765nab a2200553 i 4500 =001 JTE102940 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102940$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102940$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1770 =082 04$a677$223 =100 1\$aFerreño, D.,$eauthor. =245 10$aValidation Through Finite Element Simulation of the Behaviour of a Polyurethane Shock Absorber Under In-Service and Extreme Conditions /$cD. Ferreño, S. Cicero, I. Carrascal, E. Meng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe safety rules for the construction and installation of lifts, currently in force in Europe, include several requirements concerning the behaviour of the shock absorbers when stopping an elevator. In this paper, a finite element model simulating the behaviour of a cellular polyurethane shock absorber has been developed. The material mechanical behaviour was simulated by means of an elastomeric foam theoretical model, previously calibrated in a former paper. Several in-service and extreme condition scenarios have been analysed with this numerical model, thus verifying the fulfilment of the requirements of the standard. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFinite elements. =650 \0$aDynamic simulation. =650 \0$aNon-linear behaviour. =650 \0$aElastomers. =650 \0$aRubber. =650 \0$aIndustrial fabrics. =650 14$aFinite elements. =650 24$aCellular polyurethane elastomer. =650 24$aABAQUS. =650 24$aDynamic simulation. =650 24$aNon-linear behaviour. =700 1\$aCicero, S.,$eauthor. =700 1\$aCarrascal, I.,$eauthor. =700 1\$aMeng, E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102940.htm =LDR 03378nab a2200493 i 4500 =001 JTE102972 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102972$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102972$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH7683.H42 =082 04$a621.402$223 =100 1\$aRose, William B.,$eauthor. =245 10$aInsulation Draws Water /$cWilliam B. Rose. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aIn the late 1930s, an architect and two researchers created a version of hygrothermal building science for the United States that focused on moisture conditions in exterior materials during cold weather. The version they created was partial, and it was biased: It highlighted the importance of vapor transport, while it obscured the importance of temperature impact. They based their argument on the prevention of "condensation," yet they failed to provide a definition of condensation sufficient for use as a performance measure or criterion. They produced prescriptive recommendations that later became code requirements, and these prescriptions embodied the incomplete and biased nature of their analysis. They supported their argument with a flawed and misleading analogy. They and their followers left a legacy of consumer fear of ill-defined moisture effects in buildings and of designers assigning excessive importance to prescriptive measures. Their version provides inadequate preparation for the anticipated re-insulation of millions of U.S. buildings in the years to come. This paper will provide a short description of the hygrothermal issues involved. It will trace the development of the condensation version by Rogers, Teesdale, and Rowley and the efforts that followed up to 1952. It will explain the legacy and impact of this approach related to existing building re-insulation and professional practice in design and architecture. It will propose a framework for reviewing the link between moisture control prescriptive requirements and performance outcomes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInsulation. =650 \0$aCondensation. =650 \0$aMoisture control. =650 \0$aMoisture. =650 \0$aWater harvesting. =650 \0$aHumidity$xControl. =650 14$aCondensation. =650 24$aMoisture control. =650 24$aInsulation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102972.htm =LDR 03537nab a2200589 i 4500 =001 JTE102871 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102871$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102871$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC78.7.T6 =082 04$a616.07/572$223 =100 1\$aPepper, M. Reese,$eauthor. =245 10$aEvaluation of a Rotary Laser Body Scanner for Body Volume and Fat Assessment /$cM. Reese Pepper, Jeanne H. Freeland-Graves, Wurong Yu, Philip R. Stanforth, Bugao Xu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aThis paper reports the evaluation tests on the reliability and validity of a three-dimensional (3D) laser body scanner for the estimation of body volume and percent fat. Repeated measures of body imaging were performed for reproducibility analysis. The validity of the instrument was assessed by the comparison of the measures of body volume by imaging to hydrodensitometry, and body fat was compared to hydrodensitometry and dual energy X-ray absorptiometry. Reproducibility analysis showed little difference between within-subjects measurements of volume (intraclass correlation coefficient (ICC)>=0.99 and p<0.01). Body volume estimations by laser body scanner and hydrodensitometry were strongly related (r=0.99 and p<0.01), and agreement was high (ICC=0.99 and p<0.01). Measurements of percent body fat also agreed strongly with each other between methods (ICC=0.86 and p<0.01), and mean percent fat estimates by body imaging did not differ from criterion methods (p>0.05). These findings indicate that the 3D laser body scanner is a reliable and valid technique for the estimation of body volume. Furthermore, body imaging is an accurate measure of body fat, as compared to dual energy X-ray absorptiometry. This new instrument is promising as a quick, simple to use, and inexpensive method of body composition analysis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aObesity. =650 \0$aBody fat. =650 \0$aBody volume. =650 \0$aBody scanning. =650 \0$aHydrodensitometry. =650 \0$aHuman anatomy. =650 \0$aTomography. =650 \0$aHuman anatomy$xAtlases. =650 14$aBody scanning. =650 24$aHydrodensitometry. =650 24$aBody fat. =650 24$aBody volume. =650 24$aObesity. =700 1\$aFreeland-Graves, Jeanne H.,$eauthor. =700 1\$aYu, Wurong,$eauthor. =700 1\$aStanforth, Philip R.,$eauthor. =700 1\$aXu, Bugao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102871.htm =LDR 03347nab a2200577 i 4500 =001 JTE103001 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103001$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103001$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.F55 =082 04$a363.72/88$223 =100 1\$aShanthakumar, S.,$eauthor. =245 10$aDetermining Residual Ammonia in Flue Gas Conditioned Fly Ashes and Its Influence on the Pozzolanic Activity /$cS. Shanthakumar, D. N. Singh, R. C. Phadke. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b39 =520 3\$aThermal power stations employ flue gas conditioning (FGC) technique to reduce the emission of suspended particulate matter in the surrounding atmosphere substantially. This technique involves the treatment of flue gases by adding the chemical agents (viz., ammonia and/or sulfur trioxide) to the flue gas, which in turn increases the collection efficiency of electrostatic precipitators. Since the pozzolanic activity of the fly ash is important for its suitability as a cementitious material in the construction industry, the presence of residual ammonia in fly ash may adversely affect its utilization. Hence, it becomes mandatory to establish the presence of residual ammonia in the fly ash, and its influence on the pozzolanic activity of the fly ash needs to be studied in details. With this in view, fly ash samples from coal based thermal power stations in India, where FGC is being done, were collected, and the residual ammonia as well as pozzolanic activity was determined. Based on these investigations, it has been demonstrated that the influence of residual ammonia from FGC on pozzolanic activity of the fly ash is insignificant. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFly ash. =650 \0$aPower plants. =650 \0$aAir pollution. =650 \0$aResidual ammonia. =650 \0$aPozzolanic activity. =650 \0$aFlue gas conditioning. =650 \0$aFly ash$xIndustrial applications. =650 \0$aFly ash$xEnvironmental aspects. =650 14$aPower plants. =650 24$aAir pollution. =650 24$aFly ash. =650 24$aFlue gas conditioning. =650 24$aResidual ammonia. =650 24$aPozzolanic activity. =700 1\$aSingh, D. N.,$eauthor. =700 1\$aPhadke, R. C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103001.htm =LDR 02671nab a2200481 i 4500 =001 JTE102724 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102724$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102724$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ180.55.M4 =082 04$a507.2/4$223 =100 1\$aLuo, Hui,$eauthor. =245 10$aFull-Scale Experimental Research on PE Sheathing of Stay-Cable /$cHui Luo, Zi. Jianmin, Hongping Zhu, Huiming Fang, Wensheng Xu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThe polyethylene (PE) sheathing of a stay-cable is easily damaged during the setup process due to the incorrect clamping choices, improper rubber blankets for the clamp, or inappropriate clamping force. In this paper, a full-scale experiment was carried out to study the compressive and tensile performances of the high-density PE sheathing during clamping. The clamping force, the length of the clamp, and the type of the rubber blankets used for clamping were evaluated in full-scale tests on Su-Tong Yangtze River Bridge, which is the cable-stayed bridge of the largest span in the world. During the setup process of the stayed-cables of Su-Tong Yangtze River Bridge, neither the cable clamp sliding nor the PE sheathing crushing occurred. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aScience$xExperiments$xMethodology. =650 \0$aResearch Design. =650 \0$aSCIENCE$xResearch & Methodology. =650 \0$aResearch$xMethodology. =700 1\$aJianmin, Zi.,$eauthor. =700 1\$aZhu, Hongping,$eauthor. =700 1\$aFang, Huiming,$eauthor. =700 1\$aXu, Wensheng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102724.htm =LDR 02828nab a2200589 i 4500 =001 JTE102733 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102733$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102733$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE571 =082 04$a551.3$223 =100 1\$aMeged, Y.,$eauthor. =245 10$aRanking of Materials' Erosion Resistance and of Erosion Test Methods' Intensity by the Transient Response Method /$cY. Meged. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aModeling of cumulative erosion-time curves by the transient response method is based on the response curve of first-order servo systems to a step input. According to this model, it is possible to accurately model erosion-time curves by means of three parameters: Maximal erosion level, MDEF (MDE denotes mean depth of erosion) (?m), time constant, ? (h), and time lag (h). This method is adequate for ranking of materials by their erosion resistance and ranking of erosion test methods by their intensity. These rankings are performed for five metallic reference materials and seven erosion test methods for 22 erosion tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTime lag. =650 \0$aTime constant. =650 \0$aTransient response. =650 \0$aMaximum erosion rate. =650 \0$aMaximum erosion level. =650 \0$aNominal incubation time. =650 \0$aFeedback control systems. =650 \0$aErosion. =650 \0$aGeologic erosion. =650 14$aCumulative erosion-time curves. =650 24$aMaximum erosion rate. =650 24$aNominal incubation time. =650 24$aFeedback control systems. =650 24$aTransient response. =650 24$aMaximum erosion level. =650 24$aTime constant. =650 24$aTime lag. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102733.htm =LDR 04189nab a2200541 i 4500 =001 JTE103087 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103087$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103087$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aCC79.X73 =082 04$a930.1$223 =100 1\$aHejzlar, Zdenek,$eauthor. =245 10$aX-Ray Fluorescence in Corrosive Drywall Investigations :$bStrontium Levels in Several Corrosive and Non-Corrosive Drywalls and Effects of Drywall Finish on XRF Strontium Detection /$cZdenek Hejzlar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aA U.S. building boom in the 1990s and 2000s resulted in imports of drywall from foreign sources particularly from China. Some of the homeowners began experiencing problems with homes built during this time. A number of investigations found that the problems could be related to imported Chinese drywall. Limited testing indicated the problem drywall contained elevated levels of strontium (Sr) and suggested that portable X-ray fluorescence (XRF) was a useful screening tool to identify potentially corrosive drywall from non-corrosive drywall. Some investigators suggested that XRF could be used to detect corrosive drywall and differentiate between non-corrosive drywall in a residence by measuring strontium levels through the wall finish. The first part of this paper presents selected XRF data obtained from research of certified gypsum standards and various corrosive and non-corrosive drywalls. The second part of this paper presents XRF data obtained from field samples exhibiting different wall finishes. The results show that although strontium levels in corrosive drywalls are typically higher than some of the non-corrosive drywalls, there are number of non-corrosive domestic and imported drywalls that have strontium levels above the 1200 parts per million (ppm) level referenced in the Consumer Product Safety Commission report (Saltzman, L. E., U.S. Consumer Product Safety Commission Staff Summary of Contractor's Indoor Air Quality Assessment of Homes Containing Chinese Drywall, CPSC Division of Health Sciences, 2009). The results also document some corrosive drywalls with strontium levels below 600 ppm. The results from the evaluation of the impact of the drywall finish indicate that it can reduce the detected strontium value by over 90 %. The combined results indicate that false positives and false negatives can be readily encountered, thus potentially reducing the reliability of these approaches. The results indicate that the investigators should use caution in interpreting the results from the XRF analysis and should seek corroborating data to verify the results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aX-ray. =650 \0$aFluorescence. =650 \0$aChinese drywall. =650 \0$aStrontium levels. =650 \0$aCorrosive drywall. =650 \0$aFluorescences. =650 \0$aX-Ray Fluorescence. =650 \0$aFluorescence spectroscopy. =650 14$aX-ray. =650 24$aFluorescence. =650 24$aCorrosive drywall. =650 24$aChinese drywall. =650 24$aStrontium levels. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103087.htm =LDR 03353nab a2200481 i 4500 =001 JTE102896 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102896$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102896$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH146 =082 04$a690$223 =100 1\$aTenWolde, Anton,$eauthor. =245 12$aA Review of ASHRAE Standard 160-Criteria for Moisture Control Design Analysis in Buildings /$cAnton TenWolde. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aMany of our current recommendations for moisture and condensation control are not based on quantitative analysis under a consistent set of design assumptions, even though a growing number of computer tools are beginning to make such analysis practical. To address this issue, the American Society of Heating, Refrigerating, and Air-Conditioning Engineers (ASHRAE) published ASHRAE Standard 160, "Criteria for Moisture-Control Design Analysis in Buildings," in January 2009. The standard provides performance-based procedures and criteria for moisture design analysis for buildings. It sets criteria for moisture design loads, moisture analysis methods, and satisfactory building performance. The standard can be used for the design analysis of the building envelope or to help guide specifications for HVAC equipment and controls. Eventually, it should form the basis for prescriptive moisture design rules based on a uniform set of design assumptions and loads. It is intended to help reduce building failures in service, provide consistency in design approach and recommendations, offer more flexibility in design for moisture control and better ability to incorporate new materials, and provide greater transparency by requiring reporting of design assumptions. This paper describes the rationale behind this standard, what is in it, its potential uses, and areas of uncertainties. A standing ASHRAE Standard Project Committee has now been formed to update the standard. The paper discusses some of the main changes that are likely to occur in the next update. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDesign. =650 \0$aMoisture. =650 \0$aHouse construction. =650 \0$aBuilding. =650 14$aBuilding. =650 24$aMoisture. =650 24$aMold. =650 24$aDesign. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102896.htm =LDR 03585nab a2200553 i 4500 =001 JTE102699 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102699$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102699$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.8/5$223 =100 1\$aXiao, Feipeng,$eauthor. =245 10$aFatigue and Stiffness Evaluations of Reclaimed Asphalt Pavement in Hot Mix Asphalt Mixtures /$cFeipeng Xiao, Serji N. Amirkhanian, Boli Wu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aThe recycling of existing asphalt pavement materials produces new pavements with considerable savings in material, money, and energy. Understanding the ability of an asphalt pavement containing reclaimed asphalt pavement (RAP) to resist fracture from repeated loads is essential for the design of hot mix asphalt (HMA) mixtures. However, reaching a better understanding of fatigue behaviors of these pavements continues to challenge researchers all over the world, particularly, as recycled materials with more complex properties are being used in HMA pavements. This study explores the utilization of the conventional fatigue analysis approach in investigating the fatigue life of asphalt mixtures containing RAP. The fatigue beams were made with two asphalt binders, two aggregate sources, four RAP contents (0 %, 15 %, 25 %, and 30 %), and tested at 5 and 20°C. A total of eight mixtures was evaluated and 64 fatigue beams were tested in this study. The test results indicated that the addition of RAP, as expected, increased the viscosity, G*sin?, and creep stiffness values while reducing the m-values. However, no obvious trends were found for stiffness and fatigue life of mixtures as the RAP content increased. Statistical analysis results indicated that for binders and mixtures containing 30 % RAP, the utilization of softer binder significantly decreased the viscosity, G*sin?, and creep stiffness values; however, there were no significant differences in the stiffness and fatigue life values of these mixtures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStiffness. =650 \0$aViscosity. =650 \0$aFatigue life. =650 \0$aDissipated energy. =650 \0$aPavements, Asphalt. =650 \0$aAsphalt. =650 14$aReclaimed asphalt pavement. =650 24$aViscosity. =650 24$aG*sin?. =650 24$aStiffness. =650 24$aDissipated energy. =650 24$aFatigue life. =700 1\$aAmirkhanian, Serji N.,$eauthor. =700 1\$aWu, Boli,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102699.htm =LDR 02807nab a2200493 i 4500 =001 JTE103085 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103085$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103085$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.T54 =082 04$a669/.7322$223 =100 1\$aSanders, Matthew,$eauthor. =245 10$aSmall-Scale Mechanical Characterization of Aluminum and Titanium Alloys /$cMatthew Sanders, Frank Di Bella, Hong Liang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aA Small Punch Test method with 3 mm diameter and 0.5 mm thick specimens was utilized to characterize 3003-H14 aluminum, 2618-T61 aluminum, and Ti-6Al-4V alloys. The method was found to be repeatable and the effect of surface roughness negligible within the range of 0.450-3.011 ?m. In addition, the titanium has shown higher strength and elastic modulus than the aluminum specimens. The addition of iron, copper, and nickel elements to Al makes the alloy stronger and more ductile. The research shows that the Small Punch Test can be used to qualitatively compare such mechanical properties as surface hardness, ductility, toughness, yield strength, and ultimate tensile strength of small volume test specimens in aluminum and titanium alloys. The advantage of such a method is its ability to obtain consistent evaluation of mechanical properties from small specimen volumes effectively. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSmall Punch Test. =650 \0$aTitanium. =650 \0$aTitanium Alloys. =650 \0$aMaterial characterization. =650 14$aSmall Punch Test. =650 24$aTi-6Al-4V. =650 24$aMaterial characterization. =700 1\$aDi Bella, Frank,$eauthor. =700 1\$aLiang, Hong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103085.htm =LDR 02917nab a2200421 i 4500 =001 JTE103027 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE103027$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE103027$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aCC79.X73 =082 04$a930.1$223 =100 1\$aHejzlar, Zdenek,$eauthor. =245 10$aApplications of X-Ray Fluorescence to Confirm Sulfur Impact of Corrosive Drywall /$cZdenek Hejzlar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aA U.S. building boom that started in the late 1990s and peaked in early to mid 2000s resulted in imports of gypsum board, commonly known as drywall, from foreign sources particularly from China. Some of the homeowners began experiencing problems with homes built during this time. The complaints included sulfur based attack on the copper in the residences. The purpose of the paper is to present data obtained from a copper conductor exposure test designed to evaluate the use of X-ray fluorescence (XRF) in detecting and evaluating the sulfur impact on the exposed copper. In the experiment, small segments of copper were exposed to 45 different samples of drywall and evaluated using the XRF. The results show that the method can detect impacts on copper due to emissions from drywall and distinguish between corrosive and noncorrosive drywalls. The method affords corroborating evidence required by the interim guidance published in January 2010 by the Consumer Product Safety Commission and Department of Housing and Urban Development for homeowners in identifying homes with corrosion from problematic drywall. It also provides corroborating evidence for the Florida Department of Health Case Definition (12-18-09), Criteria 3.3. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFluorescence. =650 \0$aX-Ray Fluorescence. =650 \0$aFluorescence spectroscopy. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE103027.htm =LDR 03045nab a2200577 i 4500 =001 JTE102933 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102933$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102933$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN605 =082 04$a669$223 =100 1\$aReddy, K. Harshavardhan,$eauthor. =245 10$aUse of Miniature Specimen Test and Finite Element Method for Evaluation of Yield Strength and Fracture Toughness in Metallic Alloys /$cK. Harshavardhan Reddy, G. Partheepan, R. K. Pandey, D. K. Sehgal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThe present paper describes the method for evaluation of yield strength and fracture toughness of three materials, namely, linepipe steel, aluminum (Al) alloy, and gray cast iron using miniature specimen test. Conventional standard test methods consume more material and money and may damage the integrity of the in-service component. Miniature specimen tests overcome all these demerits. A method is outlined to predict the yield strength and fracture toughness from the miniature test through the empirical relations. The validation of results has been carried out by conducting standard tensile and fracture toughness tests according to ASTM standards. Further, the finite element method has been used to simulate the miniature test. A close agreement is observed between the results of the miniature test and standard tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTensile test. =650 \0$aYield strength. =650 \0$aMiniature specimen. =650 \0$aFracture toughness test. =650 \0$aMetallic Alloys. =650 \0$aMetallic composites. =650 \0$aAlloys. =650 14$aMiniature specimen. =650 24$aFracture toughness test. =650 24$aYield strength. =650 24$aTensile test. =650 24$aFEM. =650 24$aABAQUS. =700 1\$aPartheepan, G.,$eauthor. =700 1\$aPandey, R. K.,$eauthor. =700 1\$aSehgal, D. K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102933.htm =LDR 03954nab a2200541 i 4500 =001 JTE102760 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102760$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102760$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP692.4.A8 =082 04$a665/.4$223 =100 1\$aZofka, Adam,$eauthor. =245 10$aAlternative Procedure for Determination of Hot Mix Asphalt Creep Compliance /$cAdam Zofka, Iliya Yut. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aCreep compliance function is one of the fundamental properties of viscoelastic materials. In asphalt research, creep compliance is used in the prediction of low-temperature cracking, which is a prevalent distress in asphalt pavements in northern parts of the United States and Canada. The thermal cracking prediction model included in the current version of the Mechanistic-Empirical Pavement Design Guide requires the creep compliance of hot mix asphalt (HMA) materials as a primary input. The current AASHTO procedure for determining creep compliance of HMA is based on the indirect tension (IDT) test. The IDT test is performed on relatively thick cylindrical specimens, which makes this test unsuitable for field cores from thin layers and construction lifts. In addition, thick specimens do not allow for investigation of the gradual aging that occurs in asphalt layers due to oxidation and volatilization. This paper outlines the procedure that uses the bending beam rheometer (BBR) as an alternative to the IDT test to determine the low-temperature creep compliance of HMA using thin beam specimens. Twenty different HMA mixtures are tested at three temperature levels using both the IDT and the BBR instruments. The analysis of test results is presented in two parts. First, the variability in creep compliance values obtained from the IDT and the BBR tests is discussed. Next, the artificial neural networks (ANNs) are trained to (1) predict IDT results from BBR measurements using design parameters of HMA mixture and testing temperature as the model inputs and (2) backcalculate HMA creep compliance from the binder creep compliance and vice versa. It is concluded that testing HMA beams can be used instead of IDT specimens for the low-temperature characterization of HMA mixtures, and the ANN can be successfully used for the backcalculation of the creep compliance measured by both IDT and BBR devices. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt binder. =650 \0$aHot mix asphalt. =650 \0$aCreep compliance. =650 \0$aIndirect tension test. =650 \0$aBeam bending rheometer. =650 \0$aAsphalt. =650 14$aAsphalt binder. =650 24$aArtificial neural networks. =650 24$aBeam bending rheometer. =650 24$aCreep compliance. =650 24$aHot mix asphalt. =650 24$aIndirect tension test. =700 1\$aYut, Iliya,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102760.htm =LDR 03478nab a2200577 i 4500 =001 JTE102385 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102385$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102385$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.8/5$223 =100 1\$aKim, Kwang W.,$eauthor. =245 12$aA New Static Strength Test for Characterization of Rutting of Dense-Graded Asphalt Mixtures /$cKwang W. Kim, Serji N. Amirkhanian, Hyun H. Kim, Moonsup Lee, Yong S. Doh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b34 =520 3\$aA new static-test protocol was developed for measuring the deformation resistance of asphalt mixtures at high temperature, 60°C. A round edge loading head was used for estimating rut-related performance by statically pressing a specimen at the flat top center. The value measured by this test is considered as a strength against deformation or deformation strength and designated as "SD." The SD has shown a high correlation with the rut depths of wheel tracking (WT) and the asphalt pavement analyzer (APA) tests. In this study, the feasibility of utilizing this test method to predict the rutting potential of asphalt mixtures is shown. Stiffness (G*/sin ?) test data for asphalt binders, two rutting tests' (WT and APA) data, and SD data for various laboratory mixtures were used in this evaluation. More than 50 field mixtures were also used for APA and SD tests. Correlation analyses showed that the SD had very high correlation with the stiffness of the binder (R2=0.9), with rut depth of WT (R2>0.90) and somewhat less with rut depth of APA (R2=0.77). It was concluded that the newly developed test is comparable to WT and APA and that the SD is a property providing a reasonable estimation of rut potential of asphalt mixtures at high temperatures, even though it is a static-test property. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWheel tracking. =650 \0$aAsphalt mixture. =650 \0$aDeformation strength. =650 \0$aPavements, Asphalt. =650 \0$aAsphalt. =650 14$aDeformation strength. =650 24$aSD. =650 24$aAsphalt mixture. =650 24$aRut. =650 24$aWheel tracking. =650 24$aAsphalt pavement analyzer. =650 24$aDSR. =700 1\$aAmirkhanian, Serji N.,$eauthor. =700 1\$aKim, Hyun H.,$eauthor. =700 1\$aLee, Moonsup,$eauthor. =700 1\$aDoh, Yong S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102385.htm =LDR 02651nab a2200493 i 4500 =001 JTE101910 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2011\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101910$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101910$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.M3 =082 04$a669/.723$223 =100 1\$aLi, Bo.,$eauthor. =245 10$aTemperature Distribution during Friction Stir Spot Welding of Magnesium Alloy AM60B /$cBo. Li, Hong-Tae Kang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2011. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThis study investigated the effects of welding parameters on temperature distribution of magnesium alloy AM60B during Friction Stir Spot Welding (FSSW). The welding parameters included tool rotational velocity, plunge depth, and holding time. These parameters were selected from previous test results. The temperature distributions were measured with type-K thermocouples during FSSW with various welding parameter combinations. The measurement locations were placed along the centerline in longitudinal direction of the coupons. The temperature distributions during FSSW were also calculated with finite element analysis (FEA) for each combination of the welding parameters. The experimental results were compared with those obtained from FEA. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFEA simulation. =650 \0$aTemperature distribution. =650 \0$aMagnesium. =650 \0$aMagnesium alloys. =650 14$aFriction stir spot welding. =650 24$aMagnesium alloys. =650 24$aTemperature distribution. =650 24$aFEA simulation. =700 1\$aKang, Hong-Tae,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 39, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2011$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101910.htm =LDR 02172nab a2200577 i 4500 =001 JTE10148J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10148J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10148J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/126$223 =100 1\$aThompson, AW.,$eauthor. =245 10$aDiscussion of "Dependence of Fatigue Notch Factor on Plasticity and Duration of Crack Growth" by C. V. B. Gowda, B. N. Leis, and K. N. Smith /$cAW. Thompson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrains. =650 \0$aStresses. =650 \0$aCrack initiation. =650 \0$aCrack propagation. =650 \0$aFatigue (materials) =650 \0$aFatigue notch factor. =650 \0$aSize effect plasticity. =650 \0$aElasticity. =650 \0$aFracture mechanics. =650 \0$aPlasticity. =650 14$aFatigue (materials) =650 24$aStresses. =650 24$aStrains. =650 24$aCrack propagation. =650 24$aFatigue notch factor. =650 24$aCrack initiation. =650 24$aSize effect plasticity. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10148J.htm =LDR 03654nab a2200709 i 4500 =001 JTE10145J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10145J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10145J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.N6 =082 04$a620.1/8823$223 =100 1\$aWallace, W.,$eauthor. =245 10$aProperties of 713LC Compacts, Hot Isostatically Pressed at Supersolidus Temperatures /$cW. Wallace, RT. Holt, EP. Whelan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aNickel-base superalloy (713LC) powders produced by two techniques have been consolidated by a single-stage, hot isostatic pressing operation to obtain fully dense, coarse-grained (ASTM 1-2) material. After heat treatment the compacts produced by powder from the rotating electrode process gave tensile strengths between 95 and 112% of that of the as-cast alloy, and stress rupture lifetimes at 980°C and 152 N/mm2 of between 30 and 63% of the as-cast alloy. Compacts produced from argon-atomized powder were heat-treated to give better 760°C stress rupture strengths than cast 713LC. The tensile and stress rupture ductilities of these compacts were generally lower than those of equivalent cast material. At low temperature the ductility is limited by grain boundary precipitates of carbides and sulfocarbides, and at high temperature (980°C) interstitial elements and impurity elements in solid solution are thought to give rise to grain boundary embrittlement. The relationships between microstructure, mechanical properties, and fracture behavior are examined, and the limitations of supersolidus treatment of these alloys are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDuctility. =650 \0$aFracturing. =650 \0$aGrain growth. =650 \0$aHeat treatment. =650 \0$aMicrostructure. =650 \0$aTensile strength. =650 \0$aPowder metallurgy. =650 \0$aHeat resistant alloys. =650 \0$aMechanical properties. =650 \0$aHigh temperature tests. =650 \0$aStress rupture strength. =650 \0$aNickel alloys. =650 \0$aAlloys. =650 14$aNickel alloys. =650 24$aPowder metallurgy. =650 24$aHigh temperature tests. =650 24$aMechanical properties. =650 24$aMicrostructure. =650 24$aFracturing. =650 24$aTensile strength. =650 24$aStress rupture strength. =650 24$aDuctility. =650 24$aGrain growth. =650 24$aHeat treatment. =650 24$aHeat resistant alloys. =700 1\$aHolt, RT.,$eauthor. =700 1\$aWhelan, EP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10145J.htm =LDR 01831nab a2200469 i 4500 =001 JTE10146J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10146J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10146J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL507.T6 =082 04$a629.13$223 =100 1\$aThompson, AW.,$eauthor. =245 10$aDiscussion of "High Cycle Fatigue Crack Propagation Rates in Copper" by Yoshifumi Nakano and B. I. Sandor /$cAW. Thompson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCopper. =650 \0$aCrack propagation. =650 \0$aFatigue (materials) =650 \0$aMetals$xFatigue. =650 \0$aCopper$xTesting. =650 14$aFatigue (materials) =650 24$aCopper. =650 24$aCrack propagation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10146J.htm =LDR 02672nab a2200601 i 4500 =001 JTE10149J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10149J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10149J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS156 =082 04$a658.5/62$223 =100 1\$aStarr, CD.,$eauthor. =245 10$aEvaluation of an 80Ni-20Cr Alloy in an Enclosed Heating Element /$cCD. Starr. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aAccelerated life tests on enclosed heating elements were conducted using a constant power cyclic type of test that caused failure in about 500 h. The results were compared to those on a cyclic test run near rated power of the element where failure occurred in approximately 5000 h. The change in both the hot and cold resistance of the heater wire in the accelerated test was about five times greater than in the rated power test. This correlated with a much larger loss in chromium and silicon from the heating coil tested under accelerated conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConvection. =650 \0$aEmissivity. =650 \0$aLife tests. =650 \0$aResistance. =650 \0$aHeating coils. =650 \0$aMagnesium oxides. =650 \0$aNickel-chromium alloys. =650 \0$aQuality control. =650 \0$aFactory management. =650 \0$aSampling (Statistics) =650 14$aLife tests. =650 24$aNickel-chromium alloys. =650 24$aHeating coils. =650 24$aQuality control. =650 24$aMagnesium oxides. =650 24$aResistance. =650 24$aEmissivity. =650 24$aConvection. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10149J.htm =LDR 03011nab a2200685 i 4500 =001 JTE10150J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10150J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10150J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P58 =082 04$a547.7046$223 =100 1\$aEvans, RE.,$eauthor. =245 14$aThe Measurement of the Coefficient of Friction of Polymer Pellets Under Extruder Conditions /$cRE. Evans. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aA modification of a friction and wear test apparatus is described which permits measurement of the coefficient of friction (COF) of polymer pellets at conditions comparable to those in the solids feed section of an extruder. A specimen holder containing three pellet-filled cylinders is rotated against a stationary plate under prescribed conditions; the effects of pressure, velocity, temperature, roughness, and surface cleanliness can be investigated. The device is connected to an electronic load cell and recorder so that a continuous record of COF versus time is obtained. The utility of the apparatus is demonstrated by measuring the change in the COF of thermoplastic pellets as a function of several test parameters. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWear. =650 \0$aFriction. =650 \0$aPolymers. =650 \0$aPressure. =650 \0$aVelocity. =650 \0$aExtruders. =650 \0$aRoughness. =650 \0$aSolids feed. =650 \0$aTemperature. =650 \0$aConveying rates. =650 \0$aSurface cleanliness. =650 \0$aPolymere. =650 \0$aPolymeride. =650 \0$aEngineering materials. =650 14$aFriction. =650 24$aWear. =650 24$aPolymers. =650 24$aExtruders. =650 24$aSolids feed. =650 24$aConveying rates. =650 24$aTemperature. =650 24$aPressure. =650 24$aVelocity. =650 24$aRoughness. =650 24$aSurface cleanliness. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10150J.htm =LDR 02629nab a2200613 i 4500 =001 JTE10144J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10144J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10144J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a624.1/834$223 =100 1\$aMahmood, N.,$eauthor. =245 14$aThe Strength of Concrete Subjected to Compression-Compression-Tension Stress Systems /$cN. Mahmood, DJ. Hannant. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b37 =520 3\$aAn experimental investigation into the failure of a particular concrete subjected to stress fields varying between biaxial compression, compression-compression-tension, and uniaxial tension is described. The results are compared with published data for related stress systems, and the shape of the failure surface in the compression-tension quadrants of stress space is shown to be of the simple hexagonal pyramid type. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFailure. =650 \0$aStresses. =650 \0$aConcretes. =650 \0$aTensile strength. =650 \0$aSurface properties. =650 \0$aCompressive strength. =650 \0$aCracking (fracturing) =650 \0$aMechanical properties. =650 \0$aConcrete. =650 \0$aBuilding materials. =650 14$aConcretes. =650 24$aStresses. =650 24$aMechanical properties. =650 24$aCompressive strength. =650 24$aTensile strength. =650 24$aCracking (fracturing) =650 24$aSurface properties. =650 24$aFailure. =700 1\$aHannant, DJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10144J.htm =LDR 04039nab a2200721 i 4500 =001 JTE10143J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10143J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10143J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS300 =082 04$a669$223 =100 1\$aViswanathan, R.,$eauthor. =245 10$aStrength and Ductility of Cr-Mo-V Steels in Creep at Elevated Temperatures /$cR. Viswanathan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b43 =520 3\$aA state-of-the-art survey of literature pertaining to low alloy Cr-Mo-V steels has been completed with a view to elucidate the effects of composition, heat treatment, and microstructure on the creep strength and ductility of the steels. It appears that minor amounts of alloy additions such as boron, titanium, and cerium and impurity elements phosphorus, sulfur, tin, antimony, aluminum, and copper may affect the creep strength or ductility or both of the steels. Higher austenitizing and lower tempering temperatures lead to improved strength at the expense of rupture ductility. An upper bainite microstructure is associated with the highest creep strength and the lowest ductility, for temperatures up to 1050°F (565°C) and for times of at least up to 10,000 h. In bainite-ferrite aggregates, creep and rupture strengths increase in proportion to the amount of bainite, and the difference in strength between the various structures is maintained at least up to 10,000 h at 1070°F (575°C). Stress rupture strengths in general increase linearly with room temperature tensile strength for temperatures up to 1000°F (538°C) and times up to 10,000 h. Variation of rupture strength and minimum creep rate with temperature and time can be adequately described by the Orr-Sherby-Dorn parameter. Activation energies for both creep and for rupture are determined to be about 90 kcal/mole (375 kJ/mole). Further, it is observed that ?? x tr ? 3.3 and that tt ? 0.3 tr, where ?? tt, and tr are the minimum creep rate, time for transition from second- to third-stage creep, and time to rupture, respectively. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aBainite. =650 \0$aFerrite. =650 \0$aPearlite. =650 \0$aDuctility. =650 \0$aMartensite. =650 \0$aCompositions. =650 \0$aHeat treatment. =650 \0$aMicrostructure. =650 \0$aCreep properties. =650 \0$aTensile strength. =650 \0$aCreep rupture strength. =650 \0$aHigh temperature tests. =650 \0$aSteel. =650 14$aSteels. =650 24$aCreep properties. =650 24$aHigh temperature tests. =650 24$aChromium-molybdenum-vanadium steels. =650 24$aCreep rupture strength. =650 24$aDuctility. =650 24$aTensile strength. =650 24$aMicrostructure. =650 24$aCompositions. =650 24$aHeat treatment. =650 24$aBainite. =650 24$aFerrite. =650 24$aMartensite. =650 24$aPearlite. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10143J.htm =LDR 02776nab a2200685 i 4500 =001 JTE10151J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10151J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10151J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a624.1/7$223 =100 1\$aOlshausen, KD.,$eauthor. =245 12$aA System for Computer Analysis of Stress-Strain Curves /$cKD. Olshausen, JK. Larsen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aA system for recording and processing of data obtained in tensile tests is described. The electronics (hardware) consists of signal amplifiers (load and elongation), digital voltmeters with binary code decimal output, serializer, and incremental magnetic tape recorder. The operation sequence is controlled by a system of relays, time delays, and an electronic clock. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAluminum. =650 \0$aComputers. =650 \0$aZircaloys. =650 \0$aElongation. =650 \0$aTension tests. =650 \0$aYield strength. =650 \0$aTensile properties. =650 \0$aMechanical properties. =650 \0$aReed-Hill coefficient. =650 \0$aStress strain diagrams. =650 \0$aStrains and stresses. =650 \0$aStructural dynamics. =650 14$aStress strain diagrams. =650 24$aComputers. =650 24$aTension tests. =650 24$aMechanical properties. =650 24$aZircaloys. =650 24$aAluminum. =650 24$aTensile properties. =650 24$aYield strength. =650 24$aUltimate tensile strength. =650 24$aElongation. =650 24$aStrain-hardening coefficient. =650 24$aReed-Hill coefficient. =700 1\$aLarsen, JK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10151J.htm =LDR 02778nab a2200565 i 4500 =001 JTE10142J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10142J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10142J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.B4 =082 04$a546.391$223 =100 1\$aCooper, RE.,$eauthor. =245 12$aA Study of Crack Tip Plastic Zone Topography in Beryllium /$cRE. Cooper. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aMultiple-beam interferometry has been used to study the size and shape of plastic zones both at the tip of subcritical cracks and at the edges of running cracks in rolled ingot and in hot pressed, fully dense and porous beryllium. It is shown that from the zone shape an effective yield stress for the material can be derived and that this stress corresponds to somewhere between the 0.2% proof stress and the microyield stress of the material as measured under uniaxial tension. The relevance of this effective yield stress to practical fracture toughness testing is discussed and it is shown that from the points of view of both overall crack tip plastic zone shape and of the effects of plasticity on elastic stress redistribution, the 0.2% proof stress is probably the best choice. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrains. =650 \0$aStresses. =650 \0$aBrittleness. =650 \0$aFracture tests. =650 \0$aInterferometers. =650 \0$aMechanical properties. =650 \0$aBeryllium. =650 \0$aGlucinium. =650 14$aBeryllium. =650 24$aMechanical properties. =650 24$aInterferometers. =650 24$aStresses. =650 24$aFracture tests. =650 24$aBrittleness. =650 24$aStrains. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10142J.htm =LDR 02441nab a2200601 i 4500 =001 JTE10152J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10152J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10152J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a624.1/7$223 =100 1\$aClough, RB.,$eauthor. =245 12$aA New Method for Determination of Proportional Limit and Machine Stiffness /$cRB. Clough. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aA new method for determining the proportional limit of engineering materials, characterized by maximum stress rate, is presented. Simultaneous measurement of stress rate and strain rate also permits a new means of measuring machine stiffness which has certain advantages over present techniques. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTests. =650 \0$aStresses. =650 \0$aStiffness. =650 \0$aStrain rate. =650 \0$aElastic properties. =650 \0$aProportional limit. =650 \0$aMechanical properties. =650 \0$aStress strain diagrams. =650 \0$aStrains and stresses. =650 \0$aStructural dynamics. =650 14$aProportional limit. =650 24$aStiffness. =650 24$aTests. =650 24$aStress strain diagrams. =650 24$aElastic properties. =650 24$aMechanical properties. =650 24$aStresses. =650 24$aStrain rate. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10152J.htm =LDR 03457nab a2200637 i 4500 =001 JTE10153J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10153J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10153J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC137.5 =082 04$a531./3$223 =100 1\$aNoronha, PJ.,$eauthor. =245 13$aAn Ultrasonic Technique for the Measurement of Residual Stress /$cPJ. Noronha, JJ. Wert. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aAn ultrasonic shear wave technique to measure stress in metals is described. The technique utilizes a pulse-echo system operating at 7 MHz to measure changes in the time of travel of the ultrasonic shear wave to 1 part per million. Linear changes in the velocity of a shear wave occur with stress and are dependent on the higher order elastic constants of the material. The linear change in velocity with stress allows the definition of a constant called the stress acoustic constant for the material. The amount of birefringence in a specimen is measured, and after accounting for the portion caused by anisotropy of the material, the remainder gives an accurate measure of the residual stress in the material. The amount of birefringence caused by anisotropy is a constant for specimens having the same nominal mechanical and thermal treatments. Measurements using the ultrasonic technique of simulated residual stress, introduced by bending of a 6-ft (1.8-m) section of A-36 steel I-beam, yielded values in the vicinity of those measured using strain gage and O-ring techniques. Application of this technique to the measurement of other simple states of stress is suggested, along with the precautions to be observed for measuring stress. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aAcoustics. =650 \0$aAnisotropy. =650 \0$aResidual stress. =650 \0$aSecondary waves. =650 \0$aUltrasonic tests. =650 \0$aElastic properties. =650 \0$aNondestructive tests. =650 \0$aSpeed. =650 \0$aVelocity. =650 \0$aSpeed$xMeasurement. =650 14$aResidual stress. =650 24$aUltrasonic tests. =650 24$aNondestructive tests. =650 24$aSecondary waves. =650 24$aVelocity. =650 24$aElastic properties. =650 24$aAcoustics. =650 24$aAnisotropy. =650 24$aStresses. =700 1\$aWert, JJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10153J.htm =LDR 02790nab a2200589 i 4500 =001 JTE11372J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11372J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11372J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ180.55.S7 =082 04$a507.2/7$223 =100 1\$aGoldenberg, K.,$eauthor. =245 10$aStructural Tests of Aerodynamic Surfaces :$bA Systems Approach to Analysis and Design /$cK. Goldenberg. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aOne of the primary tasks in structural ground testing of aerodynamic surfaces is to resolve complex, curvilinear pressure fields into applied test loads. A systems approach is presented which optimally performs this analysis and integrates it with major subsequent phases of the engineering operation: specifically, correlation of actual/theoretical shear and moment curves, selection of loading pad geometry, test fixture analysis, and graphical display of the results. Computer programs are available to calculate these results rapidly using curve fitting and statistical methods modified for test data evaluation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAlgorithm. =650 \0$aStructural test. =650 \0$aDigital computer. =650 \0$aSystems approach. =650 \0$aFlight simulation. =650 \0$aPressure distribution. =650 \0$aPressure field detection. =650 \0$aCurve fitting. =650 14$aAerodynamic configurations. =650 24$aFlight simulation. =650 24$aPressure field detection. =650 24$aPressure distribution. =650 24$aStructural test. =650 24$aCurve fitting. =650 24$aAlgorithm. =650 24$aDigital computer. =650 24$aSystems approach. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11372J.htm =LDR 02797nab a2200469 i 4500 =001 JTE11374J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11374J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11374J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA462 =082 04$a620.1/1223$223 =100 1\$aSkidmore, KF.,$eauthor. =245 10$aCorrosion and Dezincification of Brasses in Water /$cKF. Skidmore, H. Schwartzbart. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aA study of the corrosion and, specifically, dezincification resistance of several commercial and proprietary red, semi-red, and yellow brasses in water is reported. The primary variables were the composition, method of manufacture, and thermomechanical history of the metal, the composition and temperature of the water, and the exposure time. Two types of tests were utilized: (1) static immersion tests of 17 days' duration in a solution specially formulated to reveal dezincification attack and (2) static immersion tests of one year's duration in a synthesized, aggressive, potable water at room and elevated temperatures. The principal findings were that sand-cast red and semi-red brasses (CDA Alloys 836, 844, and 848) exhibited excellent dezincification resistance, as did the newly developed yellow brasses. The CDA 377 forging brass had poor dezincification resistance. Lead pitting can occur in long time exposure to water on machined surfaces of cast leaded red and leaded semi-red brasses and in free cutting brass. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBrasses. =650 \0$aDezincification. =650 \0$aCorrosion. =650 14$aCorrosion. =650 24$aDezincification. =650 24$aBrasses. =700 1\$aSchwartzbart, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11374J.htm =LDR 02249nab a2200457 i 4500 =001 JTE11375J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11375J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11375J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA462 =082 04$a620.1/1223$223 =100 1\$aLoginow, AW.,$eauthor. =245 10$aEvaluation of Intergranular Corrosion in Stainless Steel /$cAW. Loginow. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aSpecimens of Type 304 austenitic stainless steel with carbon contents of 0.017, 0.024, 0.046, and 0.059% were subjected to intergranular corrosion tests in acidified copper sulfate solutions with and without additions of metallic copper. In the annealed condition the steels were not attacked by either of the test environments. After a sensitizing heat treatment, both test procedures showed essentially the same behavior; intergranular corrosion occurred only on steels with 0.046 and 0.059% carbon. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStainless steels. =650 \0$aIntergranular corrosion. =650 \0$aCorrosion. =650 14$aStainless steels. =650 24$aCorrosion. =650 24$aIntergranular corrosion. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11375J.htm =LDR 01920nab a2200469 i 4500 =001 JTE11373J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11373J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11373J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126$223 =100 1\$aShannon, JL.,$eauthor. =245 10$aDiscussion of "Unusual Potential Drop During the Application of the Electrical Potential Method in a Fracture Mechanics Test" by V. Bachmann and D. Munz /$cJL. Shannon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture tests. =650 \0$aCrack propagation. =650 \0$aElectric potential. =650 \0$aFracture mechanics. =650 \0$aFracture mechanics$xMathematical models. =650 14$aFracture tests. =650 24$aElectric potential. =650 24$aCrack propagation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11373J.htm =LDR 02421nab a2200517 i 4500 =001 JTE11369J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11369J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11369J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.C43 =082 04$a620.14$223 =100 1\$aAdams, M.,$eauthor. =245 10$aMethods for Determining the Strength of Brittle Materials in Compressive Stress States /$cM. Adams, G. Sines. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aTesting techniques capable of stressing brittle materials in any biaxial compressive stress state have been developed. The design of the specimen, the test devices, and the testing procedures are described in detail. Test results obtained with these techniques, which define the compressive biaxial failure envelope for WESGO AL-995 alumina, are presented. The general problems inherent in the compression testing of very strong brittle materials are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCeramics. =650 \0$aBiaxial stresses. =650 \0$aCompression tests. =650 \0$aConcrete$xFracture$xCongresses. =650 \0$aCeramics$xFracture$xCongresses. =650 \0$aBrittleness. =650 14$aCompression tests. =650 24$aBrittleness. =650 24$aBiaxial stresses. =650 24$aCeramics. =700 1\$aSines, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11369J.htm =LDR 02435nab a2200493 i 4500 =001 JTE11370J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11370J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11370J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA367 =082 04$a620.28$223 =100 1\$aKlima, SJ.,$eauthor. =245 10$aMonitoring Crack Extension in Fracture Toughness Tests by Ultrasonics /$cSJ. Klima, DM. Fisher, RJ. Buzzard. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aAn ultrasonic method was used to observe the onset of crack extension and to monitor continued crack growth in fracture toughness specimens during three-point bend tests. A 20-MHz transducer was used with commercially available equipment to detect average crack extension less than 0.09 mm. The material tested was a 300-grade maraging steel in the annealed condition. A crack extension resistance curve was developed to demonstrate the usefulness of the ultrasonic method for minimizing the number of tests required to generate such curves. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aUltrasonic tests. =650 \0$aCrack propagation. =650 \0$aFractures (materials) =650 \0$aUltrasonics. =650 14$aUltrasonic tests. =650 24$aCrack propagation. =650 24$aFractures (materials) =700 1\$aFisher, DM.,$eauthor. =700 1\$aBuzzard, RJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11370J.htm =LDR 02984nab a2200613 i 4500 =001 JTE11376J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11376J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11376J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.74 =082 04$a620.1/1223$223 =100 1\$aChriss, S.,$eauthor. =245 10$aCorrelation of Strength of Cement Mortar Cured by 28-Day Standard and Accelerated Methods /$cS. Chriss. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aBased on the results of an experimental preliminary investigation, two correlations are presented between the standard 28-day strengths of 2-in. (50.8-mm) portland cement mortar cube specimens and the strengths of companion specimens cured under standard conditions for 1 day, and then subjected to accelerated curing for 1, 2, and 3 days in a water bath at 95°C. The proposed correlations, although by no means conclusive, seem to indicate that a unified approach to prediction of standard 28-day strengths may be possible without resorting to development of individual "standard curing-accelerated curing" relationships for each kind of cement of different quality. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCorrelation. =650 \0$aPortland cement. =650 \0$aAccelerated tests. =650 \0$aMortars (material) =650 \0$aStrength prediction. =650 \0$aStandard 28-day strength. =650 \0$aCorrosion and anti-corrosives$xTesting$xCongresses. =650 \0$aAccelerated life testing$xCongresses. =650 \0$aStress corrosion$xTesting$xCongresses. =650 \0$aCorrosion. =650 \0$aTests. =650 14$aAccelerated tests. =650 24$aMortars (material) =650 24$aPortland cement. =650 24$aAccelerated curing strength. =650 24$aCorrelation. =650 24$aPortland cement mortar cubes. =650 24$aStandard 28-day strength. =650 24$aStrength prediction. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11376J.htm =LDR 03001nab a2200481 i 4500 =001 JTE11371J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11371J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11371J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.T46 =082 04$a721/.0449$223 =100 1\$aChrist, BW.,$eauthor. =245 10$aAlignment Problems in the Tensile Test /$cBW. Christ, SR. Swanson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b40 =520 3\$aUniaxial tensile testing is a method used throughout the world to measure the strength and ductility of materials. An important aspect of uniaxial tensile testing which often goes unrecognized is test system alignment. Poor alignment can significantly influence test results at small strains, especially the fracture strengths of materials in a brittle state. The purpose of this review paper is to enable a reader to identify sources of misalignment, recognize the effects of misalignment on tests results, evaluate the extreme surface bending strains and stresses, and become acquainted with some techniques for reducing misalignments to within tolerable limits. Numerous references are made to the literature which describes how misalignment may be influenced by couplings in the loading train and by specimen design. A quantitative assessment of the devices and techniques discussed in this literature is made in those cases where sufficient data have been provided. The literature surveyed indicates that misalignment in carefully designed and precisely machined testing systems ranges between 3 and 15% bending. The need for reporting the misalignment at which a given test result is obtained is pointed out. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aAlignment. =650 \0$aTension tests. =650 \0$aTensile architecture. =650 14$aTension tests. =650 24$aAlignment. =650 24$aStresses. =700 1\$aSwanson, SR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11371J.htm =LDR 02571nab a2200601 i 4500 =001 JTE11512J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11512J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11512J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ212 =082 04$a681/.2/05$223 =100 1\$aBareket, N.,$eauthor. =245 13$aAn Optical Comparator for Evaluation of Fine Sieves /$cN. Bareket, EW. Poluianov, FP. Mancini. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aAn optical comparator for testing the compliance of fine sieves with existing standards was designed and built. It is a portable, low-cost instrument, featuring a range of magnification from x8 to x270 and scanning capabilities over a 30-cm-diameter surface. The design principles are discussed and test results regarding the accuracy and speed of operation are presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSieves. =650 \0$aStandards. =650 \0$aSieve analysis. =650 \0$aQuality control. =650 \0$aOptical comparators. =650 \0$aMeasuring instruments. =650 \0$aDimensional measurements. =650 \0$aMeasuring instruments$xPeriodicals. =650 \0$aAutomatic control. =650 14$aOptical comparators. =650 24$aMeasuring instruments. =650 24$aSieves. =650 24$aDimensional measurements. =650 24$aSieve analysis. =650 24$aQuality control. =650 24$aStandards. =700 1\$aPoluianov, EW.,$eauthor. =700 1\$aMancini, FP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11512J.htm =LDR 03532nab a2200661 i 4500 =001 JTE11507J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11507J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11507J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.22 =082 04$a620.11233$223 =100 1\$aErdei, CK.,$eauthor. =245 12$aA New Load-Transmitting Medium to Measure Strength of Brittle Materials /$cCK. Erdei. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aA testing apparatus based on the principle of a new load-transmitting medium developed by the author is presented in this paper. Instead of solid bearing platens, "Lamina Pack" bearing platens are used in a compression test to overcome the shortcomings of current testing techniques. Data obtained in past investigations of nonmetallic brittle materials demonstrated that machines using solid bearing platens in contact with the specimen cause significant lateral restraint to the specimen and severe disturbances to the specified stress state, resulting in misleading apparent strength measurements. Previous attempts to replace testing machines with solid bearing platens have failed as the machines proposed do not have sufficient load capacity to measure the compressive strength under combined stresses of most of the brittle materials of engineering use. The apparatus exerts no appreciable lateral restraint to the specimen and has a high load-transmitting capacity. Strain measurements on specimens subjected to uniaxial compression applied by lamina platens show uniform deformation and indicate that the specified stress state (purely normal stresses applied to the boundaries of the specimen) has been closely approached. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrength. =650 \0$aStresses. =650 \0$aDeformation. =650 \0$aUniaxial load. =650 \0$aLoads (forces) =650 \0$aTriaxial loads. =650 \0$aTriaxial stresses. =650 \0$aMortars (material) =650 \0$aCompressive strength. =650 \0$aBrittleness. =650 \0$aFracture mechanics. =650 \0$aMaterials at high temperatures. =650 \0$aMaterials$xCreep. =650 14$aLoads (forces) =650 24$aCompressive strength. =650 24$aBrittleness. =650 24$aUniaxial load. =650 24$aDeformation. =650 24$aMortars (material) =650 24$aStrength. =650 24$aStresses. =650 24$aTriaxial loads. =650 24$aTriaxial stresses. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11507J.htm =LDR 03068nab a2200517 i 4500 =001 JTE11508J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11508J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11508J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aOldfield, W.,$eauthor. =245 10$aFitting Curves to Toughness Data /$cW. Oldfield. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aCurve-fitting (regression) procedures for toughness data have been examined. Approaches using the normal probability function and the tanh function to model the transition between brittle and ductile behavior have been briefly reviewed. The objectives of fitting such curves have been summarized in the context of the study of nuclear pressure vessel steels as (1) convenient summarization of test data to permit comparison of materials and testing methods; (2) development of statistical statements concerning the data, and (3) the study of changes in material behavior, particularly radiation damage. These objectives impose differing demands on the curves, which result in several versions of each approach. The computational and mathematical procedures that can be used with the tanh function have been described in detail, with examples of the different curves that can be fitted to the data. Six different algorithms to be used for situations involving different constraints have been summarized. Weighted regression has been reviewed briefly, with emphasis on the use of models to describe the changes in variance between the different modes of material behavior. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aToughness. =650 \0$aCurve fitting. =650 \0$aRegression analysis. =650 \0$aStatistical analysis. =650 \0$aMechanical properties. =650 \0$aFracture mechanics. =650 14$aRegression analysis. =650 24$aCurve fitting. =650 24$aToughness. =650 24$aStatistical analysis. =650 24$aMechanical properties. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11508J.htm =LDR 02527nab a2200541 i 4500 =001 JTE11510J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11510J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11510J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD547 =082 04$a541.3/3$223 =100 1\$aAce, HL.,$eauthor. =245 10$aReproducibility of the Surface Area of Some Powders as Measured by the Monosorb® Surface-Area Analyzer Using the Brunauer-Emmett-Teller Equation /$cHL. Ace, DS. Parsons. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe precision of the measurement of the specific surface area of powders was studied for 15 different materials. Measurements were obtained in such a way that both instrument and sampling contributions to the total errors could be estimated. The overall coefficient of variation was 6.5%. The instrument reproducibility was 2.7%. The total reproducibility of free-flowing powders was 4.2%, but for non-free-flowing powders, which are hard to sample, the total reproducibility was 8.5%. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFines. =650 \0$aStatistics. =650 \0$aReproducibility. =650 \0$aPowder (particles) =650 \0$aPowders. =650 \0$aPorous materials. =650 14$aPowder (particles) =650 24$aFines. =650 24$aArea. =650 24$aBrunauer-Emmett-Teller equation. =650 24$aReproducibility. =650 24$aStatistics. =700 1\$aParsons, DS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11510J.htm =LDR 02008nab a2200409 i 4500 =001 JTE11509J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11509J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11509J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =245 04$aThe United States and Union of Soviet Socialist Republics Cooperative Exchange Program on Fatigue. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (40 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis report was prepared by K. L. Jerina, Texas A&M University, and L. F. Coffin, General Electric Corp., under National Science Foundation Grant INT 76-02622. Funds for the project were supplied by the National Science Foundation, Division of International Programs, U.S.S.R. Programs Office. L. F. Coffin was the principal participant and K. L. Jerina was the co-principal participant. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11509J.htm =LDR 03137nab a2200637 i 4500 =001 JTE11511J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11511J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11511J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS335 =082 04$a632.90182$223 =100 1\$aBluck, WV.,$eauthor. =245 10$aHigh-Speed Sampling Cutters and Their Effect on Bias /$cWV. Bluck, R. Hanson, FR. Huntington. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aCurrently, in the United States, systems used to obtain a gross sample of flowable bulk material on a conveyor belt generally use a cross-chute sampler. With higher tonnage material handling systems, it would be advantageous to employ higher cutter speeds to keep the size of the gross sample collected within practical limits. Current cross-chute sample cutters are somewhat limited to cutter speeds in the range of 30 to 61 cm/s (12 to 24 in./s), primarily because of mechanical and structural limitations. Swing-arm-type samplers have features that permit higher cutter speeds, which reduce the quantity of primary increment taken. This paper presents the results of a test program for swing-arm samplers operating at cutter speeds up to 122 cm/s (48 in./s) and determines the parameters of control that must be considered to stay within acceptable statistical limits for bias. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSampling. =650 \0$aSave sample. =650 \0$aCutter speed. =650 \0$aGross sample. =650 \0$aSwing arm cutters. =650 \0$aStopped belt sample. =650 \0$aCross stream cutters. =650 \0$aSampling (Statistics) =650 \0$aSequential analysis. =650 14$aSampling. =650 24$aBias. =650 24$aCoal. =650 24$aCutter speed. =650 24$aGross sample. =650 24$aCross stream cutters. =650 24$aSwing arm cutters. =650 24$aStopped belt sample. =650 24$aCutter angle primary increment. =650 24$aSave sample. =700 1\$aHanson, R.,$eauthor. =700 1\$aHuntington, FR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11511J.htm =LDR 02891nab a2200553 i 4500 =001 JTE11506J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11506J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11506J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aNguyen-Duy, P.,$eauthor. =245 10$aDetermination of the Fracture-Energy Criterion JIc of Two Steels by Static and Dynamic Testing /$cP. Nguyen-Duy, G. Phélippeau. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThe fracture energy criterion JIc was determined on two carbon-manganese steels, SA-516-70 and SA-105-B, from a single specimen. A graphic method is proposed for verifying the validity of measured values of JIc. Static JIc and dynamic JIcD experiments on precracked Charpy V-notch specimens at ambient temperature enabled the observation of the effect of loading rate on the value of JIc. For these two steels, the effect of side grooves was detected only in dynamic testing. For SA-516-70 steel, JIcD > JIc, while JIcD > JIc for SA-105-B steel, because of transition temperature fracture behavior. For SA-516-70, static testing was performed on three-point bend specimens of different dimensions to determine the effect of geometrical parameters on the value of JIc. A ligament 1-cm long is the lower limit for the determination of JIc. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImpact. =650 \0$aSteels. =650 \0$aJ-integral. =650 \0$aFracture properties. =650 \0$aThree-point bending. =650 \0$aFractures (materials) =650 \0$aFracture mechanics. =650 14$aFractures (materials) =650 24$aFracture properties. =650 24$aSteels. =650 24$aImpact. =650 24$aThree-point bending. =650 24$aJ-integral. =700 1\$aPhélippeau, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11506J.htm =LDR 02452nab a2200625 i 4500 =001 JTE11505J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11505J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11505J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.T46 =082 04$a721/.0449$223 =100 1\$aLudwigson, DC.,$eauthor. =245 12$aA Rapid Test for the Assessment of Steel Sheet and Tinplate Properties /$cDC. Ludwigson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe "RAPID-n" test is capable of measuring accurately the yield and ultimate strengths, elongation, strain-hardening exponent, and strain ratio of steel sheet, tinplate, and other sheet materials in less than 5 min from sample reception. Five units are now in service. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aTinplate. =650 \0$aElongation. =650 \0$aFormability. =650 \0$aStrain ratio. =650 \0$aTension test. =650 \0$aYield strength. =650 \0$aUltimate strength. =650 \0$aTensile properties. =650 \0$aTensile architecture. =650 14$aElongation. =650 24$aFormability. =650 24$aSteels. =650 24$aStrain hardening exponent. =650 24$aStrain ratio. =650 24$aTensile properties. =650 24$aTension test. =650 24$aTinplate. =650 24$aUltimate strength. =650 24$aYield strength. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11505J.htm =LDR 02505nab a2200565 i 4500 =001 JTE11566J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11566J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11566J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA403.5 =082 04$a500.2/01/515723$223 =100 1\$aShetty, D.,$eauthor. =245 10$aLaser Evaluation of Cutting Angle and Surface Finish in Scalpel Blades /$cD. Shetty. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aA simple inexpensive technique to assess the sharpness of scalpel blades by laser diffraction is presented. Two of the factors that contribute to edge sharpness such as cutting angle and grinding finish of the side faces are evaluated by optical transformation techniques. One could therefore arrive at an optimum set of values of the above two factors which would in turn lead to the production of sharper blades. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBlades. =650 \0$aCutting angle. =650 \0$aGrinding finish. =650 \0$aSurface roughness. =650 \0$aSharpness evaluation. =650 \0$aFourier transformation. =650 \0$aFourierTransformation. =650 \0$aMathematische Physik. =650 14$aBlades. =650 24$aFourier transformation. =650 24$aSurface roughness. =650 24$aSharpness evaluation. =650 24$aOptical transformation technique. =650 24$aCutting angle. =650 24$aGrinding finish. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11566J.htm =LDR 01895nab a2200505 i 4500 =001 JTE11567J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11567J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11567J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126$223 =100 1\$aFindley, WN.,$eauthor. =245 10$aDiscussion of "Statistical Fatigue Failure Analysis" by G. G. Trantina /$cWN. Findley. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aSize effect. =650 \0$aFatigue (materials) =650 \0$aStatistical analysis. =650 \0$aFracture mechanics. =650 \0$aMaterials$xFatigue. =650 \0$aChemistry. =650 14$aFatigue (materials) =650 24$aStatistical analysis. =650 24$aStresses. =650 24$aSize effect. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11567J.htm =LDR 03328nab a2200613 i 4500 =001 JTE11562J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11562J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11562J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aKhan, MA.,$eauthor. =245 10$aCharacterization of the Crack Toughness Behavior of Structural Steels by the Tearing Modulus Parameter and Acoustic Emission /$cMA. Khan, T. Shoji, H. Takahashi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aThe combination of elastic-plastic fracture mechanics and acoustic emission techniques is used for evaluating the fracture toughness behavior of structural steels. The results show that for certain situations the acoustic emission technique can be used to accurately estimate the J integral at a growing crack and therefore provide predictive information regarding failure in laboratory specimens of different geometries and sizes. The invariance of the normalized J resistance curve is demonstrated for the compact and bend configurations. A simple and realistic test method is proposed for the evaluation of a critical value of the J integral and the tearing modulus parameter in cases in which the scatter is of particular concern. Correlation between acoustic emission and the tearing modulus parameter is presented that permits an acoustic "rating" of the material. In addition, the significance of an extending ductile tear on the structural integrity in terms of tearing modulus and acoustic emission is discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGeometry effect. =650 \0$aTearing fracture. =650 \0$aAcoustic emission. =650 \0$aCrack propagation. =650 \0$aStructural steels. =650 \0$aJ contour integral. =650 \0$aStable crack growth. =650 \0$aFractures (materials) =650 \0$aFracture mechanics. =650 14$aCrack propagation. =650 24$aStructural steels. =650 24$aFractures (materials) =650 24$aAcoustic emission. =650 24$aTearing fracture. =650 24$aJ contour integral. =650 24$aStable crack growth. =650 24$aGeometry effect. =700 1\$aShoji, T.,$eauthor. =700 1\$aTakahashi, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11562J.htm =LDR 02546nab a2200553 i 4500 =001 JTE11563J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11563J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11563J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a620.1/127$223 =100 1\$aLee, SS.,$eauthor. =245 10$aAcoustic Emission During Unloading of Elastically Stressed Magnesium Alloy /$cSS. Lee, JH. Williams. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aAcoustic emission (AE) has been recorded for a magnesium alloy that has been quasi-statically cycled elastically between zero load and tension. Delayed AE was observed during both loading and unloading, and the stress delay during unloading is further studied. An analytical expression is written for the AE unloading stress delay which is an elastic constitutive parameter. The potential use of these results for the acoustic emission monitoring of elastic stress states is discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMonitors. =650 \0$aStressing. =650 \0$aElastic waves. =650 \0$aAcoustic emission. =650 \0$aElastic stress monitoring. =650 \0$aNondestructive evaluation. =650 \0$aNondestructive testing. =650 14$aElastic waves. =650 24$aMonitors. =650 24$aStressing. =650 24$aAcoustic emission. =650 24$aNondestructive evaluation. =650 24$aElastic stress monitoring. =700 1\$aWilliams, JH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11563J.htm =LDR 03584nab a2200757 i 4500 =001 JTE11564J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11564J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11564J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC191 =082 04$a620.1/632$223 =100 1\$aWolfenden, A.,$eauthor. =245 10$aDamping in Turbine Blade Alloys /$cA. Wolfenden. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aMeasurements of the damping capacity Q-1 of candidate turbine blade alloys for the Wairakei, New Zealand geothermal power station and other future power stations are reported. The techniques used were the piezoelectric ultrasonic composite oscillator technique (PUCOT) at 40 or 80 kHz and stress levels 70 kPa to 37 MPa and the vibrating reed technique (VRT) at 321 Hz and stress levels 32 to 177 MPa. Specimen materials investigated were Ti-6A1-4V, 26Cr-1Mo steel, Firth-Vickers (United Kingdom) FV520B steel, 15Cr-Mo steel, and 410 (Unified Numbering System [UNS] S41000) stainless steel. The results include Young's modulus and the stress and strain amplitude dependences of Q-1. The frequency dependence of Q-1 was found to be only a few tens of percent, much smaller than the predicted dependence. Of the two techniques, it was shown that the VRT is more suited to damping measurements at the operational stress levels for turbine blades. The PUCOT, VRT, and high stress cyclic stress-strain data were plotted on a universal curve of damping energy versus stress. The plot covers 14 orders of magnitude in damping energy and five orders in stress. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPower. =650 \0$aEnergy. =650 \0$aDamping. =650 \0$aStresses. =650 \0$aDecrement. =650 \0$aVibration. =650 \0$aOscillators. =650 \0$aAnelasticity. =650 \0$aTurbine blades. =650 \0$aPiezoelectricity. =650 \0$aGeothermal plants. =650 \0$aUltrasonic frequencies. =650 \0$aYoung's modulus. =650 \0$aElastic properties. =650 \0$aMathematical physics. =650 14$aDamping. =650 24$aTurbine blades. =650 24$aPiezoelectricity. =650 24$aUltrasonic frequencies. =650 24$aGeothermal plants. =650 24$aOscillators. =650 24$aPUCOT. =650 24$aStresses. =650 24$aPower. =650 24$aVRT. =650 24$aDecrement. =650 24$aAnelasticity. =650 24$aVibration. =650 24$aEnergy. =650 24$aReed. =650 24$aYoung's modulus. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11564J.htm =LDR 02794nab a2200541 i 4500 =001 JTE11565J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11565J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11565J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC191 =082 04$a620.1123$223 =100 1\$aWeissmann, GF.,$eauthor. =245 10$aDamping and Metals Characterization /$cGF. Weissmann. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aDamping and internal friction have been used extensively in studies concerned with microstructural and macrostructural changes of crystalline materials and with the mechanism causing inelastic deformations. Damping has seldom been used for metals characterization on an engineering level. Some possible reasons are discussed. The energy dissipation of strongly amplitude-dependent metals is determined best by measuring the work per cycle required to maintain a constant kinetic energy for a specimen subjected to bending or torsional vibrations. A mathematical relationship between the kinetic energy and the work per cycle is proposed and compared with experimentally determined data. An excellent correlation has been obtained. Three experimentally determined constants classify the behavior of metals in the range most important for engineering applications. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWork. =650 \0$aEnergy. =650 \0$aVibration. =650 \0$aEnergy dissipation. =650 \0$aMaterial properties. =650 \0$aInternal friction. =650 \0$aMaterials$xDynamic testing. =650 14$aInternal friction. =650 24$aEnergy dissipation. =650 24$aVibration. =650 24$aEnergy. =650 24$aWork. =650 24$aMaterial properties. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11565J.htm =LDR 03801nab a2200589 i 4500 =001 JTE12015J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12015J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12015J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA413.5 =082 04$a620.1/123/028$223 =100 1\$aRabzak, C.,$eauthor. =245 10$aAdhesively Bonded Strain Gages for Extended Use at 315°C on Polymers /$cC. Rabzak, JM. Pereira, GD. Roberts. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aA unique strain gage and adhesive system was developed for mechanical property measurement of polymers and polymer composites at elevated temperatures. This system overcomes some of the problems encountered in using commercial strain gages and adhesives. An important limitation with typical commercial strain gage adhesives is that they require a post-cure at temperatures substantially higher than the maximum test temperature. The exposure of the specimen to this temperature may affect subsequent results, and in some cases may be higher than the glass transition temperature of the polymer. In addition, while typical commercial strain gages can be used for short times at temperatures up to 370°C, their long-term use is limited to 230°C. This precludes their use for testing some high-temperature polyimides near their maximum-temperature capability. The system that was developed consists of a nonencapsulated, unbacked gage grid that is bonded directly to the polymer using a specially formulated adhesive. The gage is applied after the specimen has been cured, but prior to the normal post-cure cycle. The adhesive was formulated to cure under the specimen post-cure conditions. Special handling, mounting, and electrical connection procedures were developed, and a fixture was designed to calibrate each strain gage after application on the specimen. A variety of tests was conducted to determine the performance characteristics of the gages at elevated temperatures on PMR-15 neat resin and titanium specimens. These tests included static tension, thermal exposure, and creep tests. The gage and adhesive system performed within normal strain gage specifications at 315°C under these conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPolymer. =650 \0$aPolyimide. =650 \0$aComposites. =650 \0$aPhysical aging. =650 \0$aHigh temperature. =650 \0$astrain gage. =650 \0$aExtensometer. =650 \0$aGages. =650 14$aStrain gage. =650 24$aPhysical aging. =650 24$aHigh temperature. =650 24$aPolymer. =650 24$aComposites. =650 24$aPMR-15. =650 24$aPolyimide. =700 1\$aPereira, JM.,$eauthor. =700 1\$aRoberts, GD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12015J.htm =LDR 02789nab a2200601 i 4500 =001 JTE12007J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12007J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12007J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1001.5 =082 04$a625.8/5$223 =100 1\$aGoulias, DG.,$eauthor. =245 10$aAsphalt-Rubber Mixture Behavior and Design (Wet Process) /$cDG. Goulias, AH. Ali. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe use of natural and synthetic rubber for improving the properties of conventional asphalt materials has been investigated since the 1960s. Due to the additional complexity in understanding, designing, and producing rubber-modified binders and mixtures, high production cost, and in some cases conflicting reports regarding their performance, the development and use of these mixtures has been limited over the years. Recently, due to the provisions of the 1991 Intermodal Surface Transportation Efficiency Act (ISTEA) on the use of tire rubber in federally funded projects, several laboratory and field studies were undertaken. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStability. =650 \0$aStiffness. =650 \0$aMixture design. =650 \0$aEnergy absorbed. =650 \0$aBinder evaluation. =650 \0$aResilient modulus. =650 \0$aAsphalt-rubber mixtures. =650 \0$aAsphalt-rubber. =650 \0$aPavements, Asphalt$xAdditives. =650 \0$aCrumb rubber. =650 14$aAsphalt-rubber mixtures. =650 24$aResilient modulus. =650 24$aMixture design. =650 24$aBinder evaluation. =650 24$aEnergy absorbed. =650 24$aStability. =650 24$aStiffness. =700 1\$aAli, AH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12007J.htm =LDR 03366nab a2200529 i 4500 =001 JTE12014J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12014J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12014J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7870.15 =082 04$a621.381/046$223 =100 1\$aPandian, NS.,$eauthor. =245 10$aStress-State Permeability Relationships for Clays with Coarse Fraction /$cNS. Pandian, PSR Narasimha Raju, TS. Nagaraj. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aIn standard laboratory consolidation tests, only the fraction of soil passing through a particular size of the sieve, called the matrix material, is used. This size is usually restricted to 110 of the height of the consolidation ring. Particles larger than this size that are removed before the test may consist of gravel, fragments of sock, or other coarse materials. Hence, it is not possible to estimate the compressibility and permeability of the total material based on the compressibility and permeability behavior obtained from laboratory consolidation tests on the matrix material. In the present investigation an attempt has been made to estimate the compressibility and permeability behavior of the total material based on the compressibility and permeability behavior of the matrix material. The results indicate that the presence of coarse particles will reduce the compressibility of the soil in proportion to the coarse fraction present in the whole soil and will not affect the permeability of the soil for the range investigated. If the coarse fraction exceeds the limiting percentage, the void ratiovertical effective stress path will also start to deviate from the predicted path. An expression has been developed to estimate approximately the deviating pressure, and it is found to depend on the soil type as well as the percent clay fraction. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aVoid ratio. =650 \0$aLiquid limit. =650 \0$aPermeability. =650 \0$aConsolidation. =650 \0$aElectronics$xMaterials$xPermeability. =650 \0$aEngineering. =650 14$aLiquid limit. =650 24$aConsolidation. =650 24$aVoid ratio. =650 24$aPermeability. =700 1\$aNarasimha Raju, PSR,$eauthor. =700 1\$aNagaraj, TS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12014J.htm =LDR 02553nab a2200481 i 4500 =001 JTE12008J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12008J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12008J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA862.P4 =082 04$a531$223 =100 1\$aToropov, AI.,$eauthor. =245 10$aDynamic Calibration of Impact Test Instruments /$cAI. Toropov, M. Grosso. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThis paper proposes a new dynamic calibration procedure of the force measuring system used in instrumented impact test apparatus. The method involves calculation of the force calibration factor on the basis of energy values obtained executing the Charpy or Izod test for a pendulum device and on the basis of velocity measurements in a rebound test for the falling dart impact apparatus. The procedure is simple, quick, and has the advantage that calibration is performed under the same dynamic conditions as in a test itself. Moreover, it does not require any additional equipment other than that used for conventional impact test execution: an impact device, an instrumented tup, and a data acquisition system. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPendulum impact machine. =650 \0$aInstrumented impact test. =650 \0$aPendulum. =650 \0$aPhysics. =650 14$aInstrumented impact test. =650 24$aPendulum impact machine. =650 24$aDrop weight impact machine. =700 1\$aGrosso, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12008J.htm =LDR 02409nab a2200493 i 4500 =001 JTE12018J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12018J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12018J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT45 =082 04$a070.18$223 =100 1\$aPaul Singh, S.,$eauthor. =245 10$aEffect of Vibration as a Cause of Leakage in Aluminum Beer Cans in Palletized Loads /$cS. Paul Singh, M. Gorzynski. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aThis study investigated the effect of transport vibration on the number of leakers produced in aluminum beer cans. Two different types of can bottom profiles (2D and 3A) were tested. The cans were packaged in corrugated trays and paperboard cartons. The effect of double stacking versus single stacking was also tested. The results showed that the highest number of leakers was produced in the 3A can bottom profile, when packaged in corrugated trays and double stacked two pallets high. There was no significant effect of can location within a layer on the number of leakers. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLeakers. =650 \0$aVibration. =650 \0$aMaterials science. =650 \0$aAluminum. =650 14$aBeer. =650 24$aCans. =650 24$aLeakers. =650 24$aVibration. =700 1\$aGorzynski, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12018J.htm =LDR 03010nab a2200541 i 4500 =001 JTE12016J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12016J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12016J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aBonenberger, RJ.,$eauthor. =245 12$aA Procedure for Fracture Toughness Testing Using a Chevron-Notched Crack-Arrest Specimen /$cRJ. Bonenberger, JW. Dally, WL. Fourney. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aA new chevron-notched crack-arrest (CNCA) specimen has been developed for determining the fracture toughness of metals in a more cost-effective manner. The specimen is a hybrid design that incorporates features from the standard KIc and KIc specimens. Details of the specimen geometry and associated test procedures are described. Strain gages record the stress state in the specimen, and a clip gage measures the crack mouth opening displacement. The method for extracting arrest and initiation toughness from the measured data is presented. Fracture experiments using the CNCA specimen ware conducted to determine Ka and Kc for A533-B reactor grade steel at 23°C. The Ka and Kc results from this study were consistent with similar data established for the same material by other-researchers. A fractographic analysis identified cleavage as the dominant failure mode during crack propagation, with a conversion to ductile tearing just before arrest. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture. =650 \0$aChevron notch. =650 \0$aFracture toughness. =650 \0$aCrack arrest testing. =650 \0$aSteel (reactor grade) =650 \0$afracture mechanics. =650 14$aFracture. =650 24$aFracture toughness. =650 24$aCrack arrest testing. =650 24$aChevron notch. =650 24$aSteel (reactor grade) =700 1\$aDally, JW.,$eauthor. =700 1\$aFourney, WL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12016J.htm =LDR 02998nab a2200529 i 4500 =001 JTE12020J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12020J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12020J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aLandes, JD.,$eauthor. =245 10$aResults from a Round Robin on a Standard Method for Measurement of Fracture Toughness /$cJD. Landes, K. Brown. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aA paper round robin was conducted to evaluate the workability and reproducibility of a unified draft fracture toughness test standard titled "Standard Method for Measurement of Fracture Toughness." The paper round robin consisted of 19 records from fracture toughness tests conducted separately from this round-robin exercise. These test records were given to the participants with the requirement that they use the draft standard to evaluate the fracture toughness values from the tests. The round robin was conducted between February 1991 and June 1992. Originally more than 30 organizations were invited to participate; however, only five finally responded with complete analyses of all of the test records. The five participants were all experienced in fracture testing and analyses. To subject the method to an evaluation by persons with less experience, some of the test records were analyzed by graduate students whose only experience with fracture testing and analyses was a course on fracture mechanics. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRound robin. =650 \0$aCommon method. =650 \0$aTest standard. =650 \0$aFracture toughness. =650 \0$aProcedure verification. =650 \0$afracture mechanics. =650 14$aFracture toughness. =650 24$aTest standard. =650 24$aCommon method. =650 24$aRound robin. =650 24$aProcedure verification. =700 1\$aBrown, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12020J.htm =LDR 03133nab a2200625 i 4500 =001 JTE12009J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12009J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12009J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC611.98.H54 =082 04$a338.4/76213$223 =100 1\$aGillenwater, MW.,$eauthor. =245 10$aEddy Current Decay and Resistivity Measurements on Longitudinally Grooved High-Purity Aluminum Bars /$cMW. Gillenwater, KT. Hartwig, CY. Hua. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe eddy current decay (ECD) method for determining electrical resistivity uses a relationship between the time constant of magnetic flux diffusion and resistivity. This method is shown to be valid for determining the resistivity of solid high-purity aluminum cylinders with eight equally spaced longitudinal grooves machined into the surface. The effects of changes in groove dimensions for a 25.4-mm-diameter, superconducting magnetic energy storage (SMES) conductor stabilizer are reported. Observations of machining, heat treatment, and material inhomogeneity effects are discussed. It is found that the ECD time constant is dependent primarily on groove depth and that groove width has only a minor influence. An empirical equation relating groove dimensions with the time constant and with resistivity is presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAluminum. =650 \0$aConductor. =650 \0$aResistivity. =650 \0$aCryoconductor. =650 \0$aEnergy storage. =650 \0$aSuperconductor. =650 \0$aResistance ratio. =650 \0$aEddy current decay. =650 \0$aSuperconductor industry. =650 \0$aHigh temperature superconductivity$xIndustrial applications. =650 14$aAluminum. =650 24$aConductor. =650 24$aCryoconductor. =650 24$aEddy current decay. =650 24$aEnergy storage. =650 24$aResistance ratio. =650 24$aResistivity. =650 24$aSuperconductor. =700 1\$aHartwig, KT.,$eauthor. =700 1\$aHua, CY.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12009J.htm =LDR 03742nab a2200685 i 4500 =001 JTE12013J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12013J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12013J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA479.S7 =082 04$a620.1/7$223 =100 1\$aFriedersdorf, FJ.,$eauthor. =245 10$aPin-on-Disk Corrosion-Wear Test /$cFJ. Friedersdorf, GR. Holcomb. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aAn electrochemical pin-on-disk corrosion-wear apparatus was developed at the Albany Research Center of the U.S. Department of Energy. The instrument was qualified on a low-alloy T1 tool steel [ASTM A 514] and a 304 stainless steel (Type 304). The apparatus incorporates simple specimen and counterface geometry and is instrumented for simultaneous corrosion and wear testing. The electrochemical and wear parameters of potential, current, charge, sliding speed, frictional force, and normal acceleration can be continuously displayed and recorded. After a break-in period, the electrochemical pin-on-disk produced constant wear rates independent of path length for both ASTM A 514 steel and 304 stainless steel. Results for 304 stainless steel in sulfate solutions show that abrasive wear causes the corrosion potential to shift by 0.4 V in the active direction and the passive current density to increase by three orders of magnitude, compound with the condition of no wear. Current density was a linear function of the sliding speed at a constant applied anodic potential. The open circuit corrosion potential exhibits a decay function behavior with respect to the sliding speed. Volume loss and corrosion measurements showed that mechanical removal of material was responsible for 95% of the corrosion-wear losses for 304 stainless steel. Continual corrosion exposure, however, increased the mechanical removal of material by 35 to 48%. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWear. =650 \0$aTesting. =650 \0$aAbrasion. =650 \0$aCorrosion. =650 \0$aTool steel. =650 \0$aPin-on-disk. =650 \0$aSulfuric acid. =650 \0$aSodium sulfate. =650 \0$aLow-alloy steel. =650 \0$aStainless steel. =650 \0$aPotentiodynamic scan. =650 \0$aBuilding materials. =650 \0$aEngineering design. =650 14$aWear. =650 24$aAbrasion. =650 24$aCorrosion. =650 24$aPin-on-disk. =650 24$aTool steel. =650 24$aStainless steel. =650 24$aLow-alloy steel. =650 24$aSulfuric acid. =650 24$aSodium sulfate. =650 24$aPotentiodynamic scan. =650 24$aTesting. =700 1\$aHolcomb, GR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12013J.htm =LDR 03323nab a2200661 i 4500 =001 JTE12011J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12011J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12011J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aSalivar, GC.,$eauthor. =245 14$aThe Applicability of ASTM Standard Test Specimens to Fracture and Fatigue Crack Growth of Discontinuous-Fiber Composites /$cGC. Salivar, JG. Goree. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA round-robin test program was performed to investigate the applicability of ASTM Standards E 399-90 and E 647-95a to discontinuous-fiber reinforced composite materials. Specifically, several standard test specimen geometries (the compact specimen, C(T), the bend specimen, SE(B), and the middle-tension specimen, M(T)) were investigated for use with 15 wt% SiC whisker-reinforced 2009 aluminum. E 399 fracture toughness tests showed that the compact specimen, C(T), does not provide useful data when the crack is oriented perpendicular to the whisker alignment direction (LT), Out-of-plane cracking with crack angles up to 60° was observed that resulted in invalid tests. The C(T) specimen did provide useful data when the crack was oriented parallel to the whisker alignment direction (TL). The SE(B) specimen had no problems with out-of-plane cracking and provided valid data in the E 399 tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAnisotropic. =650 \0$aOrientation. =650 \0$aBend specimen. =650 \0$aTest standard. =650 \0$aCompact specimen. =650 \0$aFracture toughness. =650 \0$aWhisker reinforced. =650 \0$aMetal-matrix composite. =650 \0$aMiddle-tension specimen. =650 \0$aFatigue crack growth rate. =650 \0$acomposite material. =650 \0$aComposites. =650 14$aMetal-matrix composite. =650 24$aWhisker reinforced. =650 24$aTest standard. =650 24$aFracture toughness. =650 24$aFatigue crack growth rate. =650 24$aCompact specimen. =650 24$aBend specimen. =650 24$aMiddle-tension specimen. =650 24$aAnisotropic. =650 24$aOrientation. =700 1\$aGoree, JG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12011J.htm =LDR 02841nab a2200541 i 4500 =001 JTE12019J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12019J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12019J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA425 =082 04$a620.13$223 =100 1\$aSickels-Taves, LB.,$eauthor. =245 12$aA Strategy for Mimicking Voids in Historic Masonry /$cLB. Sickels-Taves, MS. Sheehan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThis paper examines the issue of voids in historic masonry. Tabby, an historic, concrete-like substance composed of lime, sand, oyster shell, and water, was selected as the masonry to examine. This study had a two-fold purpose: to develop a strategy for mimicking voids using tabby as a test bed for employment in other masonry contexts, and to replicate the appearance of historic tabby while eliminating the liabilities associated with opea voids in the Masonry matrix. To this end, glass beads were introduced into the tabby mix. The desired result was a product that appeared to have voids, but in fact did not. Test results indicated that the visual appearance of original tabby is mimicked due to the translucent quality of glass, and the structural instability factor is reduced by effectively filling the voids without altering the physical characteristics or producing additional liabilities. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTabby. =650 \0$aVoids. =650 \0$aMasonry. =650 \0$aGlass beads. =650 \0$aHistoric preservation. =650 \0$aMasonry$xStandards. =650 \0$aMechanics. =650 14$aVoids. =650 24$aGlass beads. =650 24$aMasonry. =650 24$aTabby. =650 24$aHistoric preservation. =700 1\$aSheehan, MS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12019J.htm =LDR 02264nab a2200529 i 4500 =001 JTE12017J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12017J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12017J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA413.5 =082 04$a620.1/123/028$223 =100 1\$aPalma, ES.,$eauthor. =245 10$aInfluence of X-Radiation on Behavior of Strain Gages /$cES. Palma, OR. Lourenço, PTV Gomes. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aIn this paper the performance of resistance strain gages in a radiation environment is examined. Values of apparent strain are measured by strain gages mounted on two kinds of backing materials (polyester and polyimide) as a function of X-ray flux. A comparison of the behavior of both types of strain gages is presented and discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aX-ray. =650 \0$aIrradiation. =650 \0$aStrain gages. =650 \0$aApparent strain. =650 \0$aExtensometer. =650 \0$aGages. =650 14$aApparent strain. =650 24$aIrradiation. =650 24$aX-ray. =650 24$aStrain gages. =700 1\$aLourenço, OR.,$eauthor. =700 1\$aGomes, PTV,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12017J.htm =LDR 02631nab a2200529 i 4500 =001 JTE12006J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12006J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12006J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ778 =082 04$a621.43/3$223 =100 1\$aKim, K.,$eauthor. =245 10$aDesign and Development of a High-Speed Bearing Test Apparatus /$cK. Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aA bearing test apparatus was developed to test high-speed rolling element bearings such as the main-shaft bearings of gas turbine engines. The apparatus design was focused on the evaluation of the lubrication characteristics of bearings in an environment similar to that of gas turbine engines, such as the same bearing support structure, the lubrication method, the squeeze film damper, and the operating conditions. Using the module design of the system, both ball and roller bearings can be tested, and the bearings can be tested up to 42 000 rpm and 19 600 N axial and 1960 N radial load. The testing was successively carried out with the bearings up to 30 000 rpm. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLubrication. =650 \0$aGas turbines. =650 \0$aTest apparatus. =650 \0$aHigh-speed bearings. =650 \0$aRolling element bearings. =650 \0$aGas-turbines$xHandbooks, manuals, etc. =650 \0$aDucted fans. =650 14$aHigh-speed bearings. =650 24$aLubrication. =650 24$aGas turbines. =650 24$aTest apparatus. =650 24$aRolling element bearings. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12006J.htm =LDR 02392nab a2200529 i 4500 =001 JTE12012J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12012J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12012J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD491 =082 04$a628.1/5$223 =100 1\$aKajiwara, G.,$eauthor. =245 10$aX-ray Piping Diagnostic System /$cG. Kajiwara. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA diagnostic system was developed to cope with aged piping in a building. Working space and time is limited in a building, so X-rays were selected as the medium of inspection, and film was chosen as a detector. The method of calculating the thickness from the density of the film was studied, and a method to compare piping to be inspected with standard pipe and to determine thickness using an approximate curve was developed. The system was used for several hundred measurements. Error was found to be less than 10%. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aX-ray. =650 \0$aSteel pipe. =650 \0$aAged piping. =650 \0$aStandard pipe. =650 \0$aApproximate curve. =650 \0$aPipe, Steel. =650 \0$aUnderground pipelines. =650 14$aX-ray. =650 24$aAged piping. =650 24$aSteel pipe. =650 24$aApproximate curve. =650 24$aStandard pipe. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12012J.htm =LDR 03235nab a2200541 i 4500 =001 JTE12010J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12010J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12010J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aP299.G69 =082 04$a425$223 =100 1\$aTian, P.,$eauthor. =245 10$aVariation of Resilient Modulus of Aggregate Base and Its Influence on Pavement Performance /$cP. Tian, MM. Zaman, JG. Laguros. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aResilient modulus (MR), which properly characterizes the load-deformation response of pavement materials under traffic loading, is evaluated. The MR variations due to three different gradations and three different moisture contents were investigated for Richard Spur (RS) aggregate, which is commonly used in Oklahoma as the base material of roadway pavements. The three gradations selected are finer limit, median, and coarser limit, as specified by the Oklahoma Department of Transportation (ODOT) for Type A aggregate. The three moisture contents selected are optimum moisture content (OMC), 2% below and 2% above the OMC. Six duplicate MR tests under identical conditions were conducted for each case by using the AASHTO designation T 294-94. The variabilities of MR values due to the three different gradations and three different moisture contents were found to be within 10 to 50% and 10 to 20%, respectively. Furthermore, the material model coefficients K1 and K2 were calculated, and a multiple linear regression model for predicting the MR values of the aggregate was established in this study. Finally, the effect of MR variation on pavement performance was demonstrated by using one pavement design example. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAggregate base. =650 \0$aLaboratory test. =650 \0$aMoisture content. =650 \0$aResilient modulus. =650 \0$aEnglisch. =650 \0$aGradation. =650 14$aResilient modulus. =650 24$aAggregate base. =650 24$aLaboratory test. =650 24$aGradation. =650 24$aMoisture content. =700 1\$aZaman, MM.,$eauthor. =700 1\$aLaguros, JG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12010J.htm =LDR 02482nab a2200517 i 4500 =001 JTE10012J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10012J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10012J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRD101 =082 04$a617.4/71044$223 =100 1\$aVitovec, FH.,$eauthor. =245 10$aWork of Fracture and Fracture Toughness of Graphite /$cFH. Vitovec. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aCompact tension tests and notched bend tests, according to Tattersall and Tappin, were performed on nuclear graphite in different orientations relative to the extrusion direction. The extension of slow propagating cracks was measured. The critical crack extension compares with the dimensions of defects in the graphite such as shrinkage cracks, pores and crack-like pores which are caused by the extrusion process. Taking these cracks into account results in comparable fracture toughness values regardless whether they are determined by a load criterion or from the work of fracture. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAnisotropy. =650 \0$aSurface energy. =650 \0$aNuclear graphite. =650 \0$aCrack propagation. =650 \0$aFracture toughness. =650 \0$aFractures. =650 14$aNuclear graphite. =650 24$aFracture toughness. =650 24$aSurface energy. =650 24$aAnisotropy. =650 24$aCrack propagation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10012J.htm =LDR 03180nab a2200781 i 4500 =001 JTE10011J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10011J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10011J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.16$223 =100 1\$aLee, PK.,$eauthor. =245 10$aFour Aspects of Sheet Metal Formability and Their Assessment /$cPK. Lee, TC. Hsu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aAn attempt is made to define formability quantitatively. Owing to the complexity of the concept of formability, it is analysed and four aspects of formability are distinguished. They are: the formability of the material at a critical section, the formability of the material in general, process efficiency, and proportional increase in surface area. Distinction is thus made between formability (or ductility) of the material and the extent to which the ductility is exploited in particular processes. A method of quantitative assessment is proposed for each of the four aspects of formability and demonstrated with experimental results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDraw-in. =650 \0$aDrawing. =650 \0$aNecking. =650 \0$aTesting. =650 \0$aDuctility. =650 \0$aStretching. =650 \0$aDeformation. =650 \0$aFormability. =650 \0$aSheet metal. =650 \0$aForming limit. =650 \0$aMetal forming. =650 \0$aSurface strains. =650 \0$aPunch penetration. =650 \0$aProcess efficiency. =650 \0$aTriangular coordinates. =650 \0$aSheet-metal. =650 \0$aPlates (Engineering) =650 14$aFormability. =650 24$aDuctility. =650 24$aMetal forming. =650 24$aSheet metal. =650 24$aStretching. =650 24$aPunch penetration. =650 24$aTesting. =650 24$aDrawing. =650 24$aNecking. =650 24$aTriangular coordinates. =650 24$aForming limit. =650 24$aDeformation. =650 24$aProcess efficiency. =650 24$aSurface strains. =650 24$aDraw-in. =700 1\$aHsu, TC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10011J.htm =LDR 01872nab a2200397 i 4500 =001 JTE10013J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10013J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10013J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.9.D33 =082 04$a005.74/6$223 =100 1\$aWalsh, PF.,$eauthor. =245 10$aInfluence of Specimen Size and Shape on Compression Perpendicular to the Grain of Green Messmate /$cPF. Walsh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThe results of some tests on the strength in compression perpendicular to the grain of green messmate specimens are reported. It is shown that the inclusion of a perimeter effect of absolute size on the bearing strength in partial area loading conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aData compression. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10013J.htm =LDR 03034nab a2200613 i 4500 =001 JTE10005J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10005J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10005J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ223.T75 =082 04$a681/.2$223 =100 1\$aNoronha, PJ.,$eauthor. =245 10$aResidual Stress Measurement and Analysis Using Ultrasonic Techniques /$cPJ. Noronha, JR. Chapman, JJ. Wert. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aA technique which utilizes ultrasonic rediation has been developed to measure residual stresses in metals. This technique makes it possible to detect and measure the magnitude of the principle stresses and also to obtain their direction. The velocities of ultrasonic waves in materials are measured as the time to travel a fixed path length, and the change in transit time is related to the applied stress. The linear relationship obtained allows a procedure based on this principle to be used for the measurement of residual stress using surface waves and shear waves. A method for plotting stress profiles through a material using surface waves uses varying frequencies for the ultrasonic wave. A limitation of the shear wave method is considered. The system used for this technique is called the Modified Time of Flight System. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aAcoustics. =650 \0$aShear waves. =650 \0$aPolarization. =650 \0$aResidual stress. =650 \0$aLongitudinal waves. =650 \0$aPreferred orientation. =650 \0$aTransducers. =650 \0$aElectric apparatus and appliances. =650 14$aResidual stress. =650 24$aLongitudinal waves. =650 24$aShear waves. =650 24$aTransducers. =650 24$aStresses. =650 24$aAcoustics. =650 24$aPolarization. =650 24$aPreferred orientation. =700 1\$aChapman, JR.,$eauthor. =700 1\$aWert, JJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10005J.htm =LDR 02896nab a2200661 i 4500 =001 JTE10004J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10004J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10004J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC450 =082 04$a543/.5$223 =100 1\$aJoshi, A.,$eauthor. =245 10$aImpurity Segregation to Grain Boundaries /$cA. Joshi, DF. Stein. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b37 =520 3\$aMinute quantities of impurities present in a material can have a major influence on the mechanical, chemical, or electrical properties of materials when they are segregated in localized regions. Since grain boundaries are often the preferred regions for segregation, it is not surprising that the properties of grain boundaries differ from the bulk resulting in such phenomena as intergranular fracture and intergranular corrosion. The objectives of this paper are to demonstrate the usefulness of Auger spectroscopy in determining segregation, the role of segregation in the deterioration of properties, and to discuss our present understanding of the mechanisms for segregation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aTungsten. =650 \0$aCorrosion. =650 \0$aImpurities. =650 \0$aSegregation. =650 \0$aSensitizing. =650 \0$aSpectroscopy. =650 \0$aEmbrittlement. =650 \0$aAuger electrons. =650 \0$aGrain boundaries. =650 \0$aSpectrum analysis. =650 \0$aInterferometry. =650 14$aAuger electrons. =650 24$aSpectroscopy. =650 24$aImpurities. =650 24$aGrain boundaries. =650 24$aEmbrittlement. =650 24$aCorrosion. =650 24$aSensitizing. =650 24$aSteels. =650 24$aTungsten. =650 24$aSegregation. =700 1\$aStein, DF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10004J.htm =LDR 02088nab a2200433 i 4500 =001 JTE10009J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10009J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10009J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE391.Q2 =082 04$a549/.68$223 =100 1\$aO'Neill, I.,$eauthor. =245 10$aMicrochemical Determination of Quartz in Granite Dust Sampled by Size Selective Methods on Membrane Filters /$cI. O'Neill, B. Levadie, HB. Ashe. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThis method applies classic microchemical technique, eliminating entirely the transfer of sample materials during analysis.Respirable sized granite dust is analyzed for quartz content colorimetrically.The relative standard error of the determination of quartz in granite, using this method, is 14.7 percent.Erratum to this paper appears in 2(1) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aQuartz. =650 \0$aRock-crystal. =700 1\$aLevadie, B.,$eauthor. =700 1\$aAshe, HB.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10009J.htm =LDR 02533nab a2200529 i 4500 =001 JTE10008J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10008J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10008J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGB651 =082 04$a553/.7/0973$223 =100 1\$aShombert, G.,$eauthor. =245 10$aSome Problems in the Testing of Transformer Oil of Petroleum Origin for Dielectric Breakdown Strength /$cG. Shombert. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aA description of the process of dielectric breakdown in insulating oils is presented. The technological changes which made necessary the development of ASTM Standard D 1816-67 as an alternative to D 877-67 are described. The emphasis is on practical considerations which influence the variability of the test results and the differing responses of the two methods to these factors. Suggestions are made as to possible modifications in procedure which might reduce the variability of test results without detracting from their practical applicability. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInsulating oil. =650 \0$aDielectric breakdown. =650 \0$aDielectric properties. =650 \0$aSolid particles in oil. =650 \0$aWater. =650 \0$aHydrology. =650 14$aDielectric breakdown. =650 24$aDielectric properties. =650 24$aInsulating oil. =650 24$aWater. =650 24$aOils. =650 24$aSolid particles in oil. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10008J.htm =LDR 02922nab a2200661 i 4500 =001 JTE10007J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10007J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10007J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA440 =082 04$a515.9$223 =100 1\$aBarraclough, DR.,$eauthor. =245 10$aEffect of Specimen Geometry on Hot Torsion Test Results for Solid and Tubular Specimens /$cDR. Barraclough, HJ. Whittaker, KD. Nair, CM. Sellars. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aHot torsion tests have been carried out on aluminum, stainless steel, and silicon steel specimens using a wide range of gage length: radius ratios and bore diameters. For stainless steel, which dynamically recrystallises, a higher strain to maximum stress was found for specimens with a gage length : radius ratio <2. Other stress-strain data were unaffected. The use of tubular specimens did not alter deformation curves at low strains but ductility was reduced for large bore sizes, apparently because average rates of crack propagation through the wall were increased. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTorsion. =650 \0$aAluminum. =650 \0$aDuctility. =650 \0$aStrain rate. =650 \0$aShear stress. =650 \0$aSilicon steel. =650 \0$aStress strain curves. =650 \0$aHigh temperature tests. =650 \0$aGeometry. =650 \0$aMathematics. =650 14$aHigh temperature tests. =650 24$aTorsion. =650 24$aGeometry. =650 24$aStrain rate. =650 24$aStress strain curves. =650 24$aShear stress. =650 24$aDuctility. =650 24$aAluminum. =650 24$aAustenitic stainless steels. =650 24$aSilicon steel. =700 1\$aWhittaker, HJ.,$eauthor. =700 1\$aNair, KD.,$eauthor. =700 1\$aSellars, CM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10007J.htm =LDR 02754nab a2200589 i 4500 =001 JTE10006J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10006J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10006J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBF251 =082 04$a152.1/5$223 =100 1\$aMullin, JV.,$eauthor. =245 10$aEvaluation of Composite Failures through Fracture Signal Analysis /$cJV. Mullin, RL. Mehan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThis paper describes the use of acoustic monitoring techniques to identify specific failure mechanisms in composite materials. Because of their inherent complexity, composites exhibit a number of fracture modes depending on loading conditions and the properties and volume ratios of the constituents. The technique of fracture signature analysis attempts to use the frequency content and nature of the signals as a means for identifying specific critical events in the fracture process. Some of the difficulties associated with this technique are described together with a description of the techniques applied and results obtained with boron/epoxy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFibers. =650 \0$aFailure. =650 \0$aAnalyzing. =650 \0$aAcoustic signatures. =650 \0$aComposite materials. =650 \0$aFractures (materials) =650 \0$aAcoustics. =650 \0$aAudition (Physiology) =650 \0$aPhysiological acoustics. =650 14$aAcoustics. =650 24$aComposite materials. =650 24$aFailure. =650 24$aFractures (materials) =650 24$aAcoustic signatures. =650 24$aFibers. =650 24$aAnalyzing. =700 1\$aMehan, RL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10006J.htm =LDR 02568nab a2200637 i 4500 =001 JTE10002J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10002J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10002J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC450 =082 04$a543/.5$223 =100 1\$aGjostein, NA.,$eauthor. =245 10$aTechnological Application of Auger Electron Spectroscopy /$cNA. Gjostein, NG. Chavka. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aA brief review of the principles of Auger electron spectroscopy (AES) is given. The application of AES to a series of technological problems including fracture surface analysis, weathering of glass, vacuum brazing of aluminum alloys, paint adhesion on metal surfaces, and behavior of a friction material is described. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAdhesion. =650 \0$aFriction. =650 \0$aSpectroscopy. =650 \0$aVacuum brazing. =650 \0$aAuger electrons. =650 \0$aGlass weathering. =650 \0$aSurface chemistry. =650 \0$aSurface properties. =650 \0$aFracture surface analysis. =650 \0$aSpectrum analysis. =650 \0$aInterferometry. =650 14$aAuger electrons. =650 24$aSpectroscopy. =650 24$aSurface chemistry. =650 24$aFracture surface analysis. =650 24$aGlass weathering. =650 24$aVacuum brazing. =650 24$aAdhesion. =650 24$aFriction. =650 24$aSurface properties. =700 1\$aChavka, NG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10002J.htm =LDR 02582nab a2200613 i 4500 =001 JTE10003J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10003J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10003J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC450 =082 04$a543/.5$223 =100 1\$aWaldrop, JR.,$eauthor. =245 10$aAuger Electron Spectroscopy in the Scanning Electron Microscope /$cJR. Waldrop, HL. Marcus. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aRecent work devoted to high-spatial resolution (submicron) chemical analysis of solid surfaces by using Auger electron spectroscopy (AES) in a scanning electron microscope (SEM) is reviewed. Particular attention is given to the description of a computerized AES-SEM system and its use. Examples of applications are given, with emphasis on those in the fields of metallurgy and solid-state semiconductor devices. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aScanning. =650 \0$aAnalyzing. =650 \0$aSpectroscopy. =650 \0$aMicroanalysis. =650 \0$aAuger electrons. =650 \0$aElectron probes. =650 \0$aSurface chemistry. =650 \0$aElectron microscopes. =650 \0$aSpectrum analysis. =650 \0$aInterferometry. =650 14$aAuger electrons. =650 24$aSpectroscopy. =650 24$aScanning. =650 24$aElectron microscopes. =650 24$aMicroanalysis. =650 24$aSurface chemistry. =650 24$aAnalyzing. =650 24$aElectron probes. =700 1\$aMarcus, HL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10003J.htm =LDR 02543nab a2200529 i 4500 =001 JTE10010J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10010J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10010J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.54 =082 04$a620.1/95$223 =100 1\$aBankvall, C.,$eauthor. =245 10$aHeat Transfer in Fibrous Materials /$cC. Bankvall. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aIn fibrous material different types of heat transfer are present: conduction in solid phase constituting the insulation, radiation in the material, and heat transfer in the gas confined in the insulation. In this report the mechanisms of heat transfer are calculated theoretically. These calculations are verified experimentally by measurements on a glass fiber insulation in a specially constructed guarded hot plate apparatus. It is shown that the theories give a complete and consistent explanation of the influence of the mechanisms of heat transfer on the effective thermal conductivity of fibrous material. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMineral wool. =650 \0$aHeat transfer. =650 \0$aFibrous material. =650 \0$aThermal insulation. =650 \0$aThermal conductivity. =650 \0$aHeat conductivity. =650 \0$aTransport theory. =650 14$aHeat transfer. =650 24$aThermal conductivity. =650 24$aThermal insulation. =650 24$aFibrous material. =650 24$aMineral wool. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10010J.htm =LDR 02859nab a2200613 i 4500 =001 JTE10620J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10620J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10620J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD788 =082 04$a628/.44$223 =100 1\$aPeterson, CH.,$eauthor. =245 10$aPotential for Utilization of Solid Wastes from Sulfur Oxide Control Processes /$cCH. Peterson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aStudies at our laboratory in the last several years in fossil fuel conversion processes have included work on coal gasification, oil gasification, and fluidized bed combustion. A common aspect of these high temperature processes is the production of potentially large quantities of spent limestone or dolomite. This brief presentation describes the logic of the experimental program and presents results of initial bench-scale tests. It was shown that fluidized bed combustion residues could be processed into 5-cm cubes with compressive strengths to 13.8 MPa (2000 psi). Such residues appear to have potential for use in some sectors of the construction industry. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCement. =650 \0$aLimestone. =650 \0$aFossil fuels. =650 \0$aSulfur oxides. =650 \0$aSolid residues. =650 \0$aIndustrial wastes. =650 \0$aCompressive strength. =650 \0$aFluidized bed combustion. =650 \0$aSolidWaste. =650 \0$aFactory and trade waste. =650 \0$aRefuse and refuse disposal. =650 14$aIndustrial wastes. =650 24$aSulfur oxides. =650 24$aLimestone. =650 24$aFluidized bed combustion. =650 24$aSolid residues. =650 24$aFossil fuels. =650 24$aCement. =650 24$aCompressive strength. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10620J.htm =LDR 02437nab a2200493 i 4500 =001 JTE10613J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10613J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10613J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96142$223 =100 1\$aClarke, GA.,$eauthor. =245 10$aEvaluation of the JIc Testing Procedure by Round Robin Tests on A533B Class 1 Pressure Vessel Steel /$cGA. Clarke. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aA round robin test program on the determination of JIc values of ductile materials was conducted by twelve different laboratories, representing five countries. The testing program was conducted under the auspices of the Elastic-Plastic Fracture subcommittee, E24.08, of ASTM Committee E24 on Fracture Testing of Materials. Each laboratory tested one blunt notched and five precracked compact specimens. The results showed very little scatter on JIc values when valid tests are performed. Both single specimen tests and multispecimen tests show excellent agreement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aFracture tests. =650 \0$aCracking (fracturing) =650 \0$aSteel. =650 \0$aSteel$xMetallurgy. =650 \0$aSteel$xMetallography. =650 14$aSteels. =650 24$aFracture tests. =650 24$aCracking (fracturing) =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10613J.htm =LDR 03456nab a2200601 i 4500 =001 JTE10621J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10621J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10621J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP156.F65 =082 04$a621.042$223 =100 1\$aCollins, RJ.,$eauthor. =245 10$aUtilization of Fluidized Bed Combustion Wastes /$cRJ. Collins. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAtmospheric fluidized bed (AFB) combustion appears to be a promising means for producing energy from high sulfur coal in an environmentally acceptable manner. The process involves burning crushed coal in a bed of limestone or dolomite that has been fluidized by jets of hot air. The resultant by-products are a dry, sand-size spent bed residue and a relatively high carbon fly ash. This discussion focuses on possible uses for this material, the spent bed residue. The paper is a progress report for a research program sponsored by the U.S. Department of Energy to evaluate potential commercial applications for fluidized bed combustion wastes. Included in the paper are laboratory data related to seven separate residue sources; a discussion of promising approaches to beneficiation; and supporting data on several potential applications involving the use of the relatively high calcium content of the material as a lime substitute or in the form of a cementitious structural product. Specific applications include stabilized road base compositions, masonry block, artificial reefs, partial replacement for portland cement, synthetic aggregate, flue gas desulfurization, neutralization of acid mine drainage, and treatment of industrial trade wastes. Also briefly discussed are efforts to evaluate the environmental impact of AFB waste disposal. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWastes. =650 \0$aCombustion. =650 \0$aSolid wastes. =650 \0$aFluidized beds. =650 \0$aCementitious use. =650 \0$aWaste utilization. =650 \0$aCoal associated wastes. =650 \0$aFluidized-bed combustion. =650 \0$aEnergy conservation. =650 \0$aFluidization. =650 14$aFluidized beds. =650 24$aCombustion. =650 24$aWastes. =650 24$aCoal associated wastes. =650 24$aSolid wastes. =650 24$aLime. =650 24$aCementitious use. =650 24$aWaste utilization. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10621J.htm =LDR 02706nab a2200541 i 4500 =001 JTE10616J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10616J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10616J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN870.57 =082 04$a622/.338$223 =100 1\$aAshar, B.,$eauthor. =245 10$aError Analysis of Intrinsic Viscosity Measurements /$cB. Ashar, LR. Turcotte. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThe intrinsic viscosity of polymer solutions is widely used for characterizing the molecular sizes of polymers. The experimental procedure is very involved, and therefore a variety of precautions needs to be observed to eliminate errors. In this paper, a hypothetical case is discussed to demonstrate that the analysis of data can detect the absence or presence of different kinds of errors in the experimental measurements. It is shown that a systematic or constant error in the concentration measurement is the only error that is not reflected anywhere in the analysis and still leads to inaccurate results. Therefore, it is very important to eliminate this error through the automation of instruments. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAnalysis. =650 \0$aPolymers. =650 \0$aError analysis. =650 \0$aIntrinsic viscosity. =650 \0$aHydrocarbon reservoirs$xFluid dynamics. =650 \0$aViscosity. =650 14$aIntrinsic viscosity. =650 24$aError analysis. =650 24$aPolymers. =650 24$aPolymer solution viscosity. =650 24$aAnalysis. =650 24$aCharacterization of polymers. =700 1\$aTurcotte, LR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10616J.htm =LDR 02502nab a2200601 i 4500 =001 JTE10618J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10618J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10618J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK2945.L58 =082 04$a621.312423$223 =100 1\$aPublicover, WE.,$eauthor. =245 10$aStudies of Impurity Distribution in Electrolytically Refined Copper Cathodes /$cWE. Publicover, PW. Taubenblat. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTwo studies of impurity distribution within electrolytically refined cathodes show broad disparities in the distribution of impurities within one cathode, between one cathode and another, and between cathodes of differing surface (nodulation) characteristics. The findings bring into question the reliability of results based on sampling discrete locations on cathodes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAnodes. =650 \0$aImpurities. =650 \0$aTank house. =650 \0$aSegregation. =650 \0$aElectrolytes. =650 \0$aCurrent density. =650 \0$aCathodes. =650 \0$aIron compounds. =650 \0$aLithium cells. =650 14$aImpurities. =650 24$aCathodes. =650 24$aAnodes. =650 24$aCurrent density. =650 24$aPeriodic current reversal. =650 24$aElectrolytes. =650 24$aSegregation. =650 24$aTank house. =700 1\$aTaubenblat, PW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10618J.htm =LDR 02397nab a2200505 i 4500 =001 JTE10614J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10614J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10614J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN752.T54 =082 04$a669/.96142$223 =100 1\$aClarke, GA.,$eauthor. =245 10$aResults of an ASTM Cooperative Test Program on the JIc Determination of HY130 Steel /$cGA. Clarke, JD. Landes, JA. Begley. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aA cooperative test program to evaluate testing procedures for the determination of JIc was organized under the auspices of ASTM. The material tested in this program was HY130 steel. A total of 21 laboratories in five different countries participated in this testing program. Although considerable scatter was found in the JIc results from various laboratories much of the scatter was attributed to material properties variations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMaterials tests. =650 \0$aUltrasonic tests. =650 \0$aFracture toughness. =650 \0$aSteel$xMetallurgy. =650 \0$aMetals$xThermomechanical treatment. =650 14$aMaterials tests. =650 24$aFracture toughness. =650 24$aUltrasonic tests. =700 1\$aLandes, JD.,$eauthor. =700 1\$aBegley, JA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10614J.htm =LDR 02855nab a2200601 i 4500 =001 JTE10617J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10617J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10617J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP1180.P65 =082 04$a668.4234$223 =100 1\$aGrieve, RJ.,$eauthor. =245 14$aThe Shear Strain to Fracture Characteristics of a Titanium Alloy and an Ultrahigh Molecular Weight Polyethylene Under Complex Loading Conditions /$cRJ. Grieve, R. Lawrence. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThin-walled tubular specimens of titanium alloy and an ultrahigh molecular weight polyethylene are twisted at various strain rates up to approximately 100/s with the simultaneous application of an axial tensile load or compressive load. The strain to fracture of the titanium alloy, that is, the point of instability, is calculated and shown to decrease with an increase in the strain rate. It is also shown to decrease with increasing tensile load and increase with increasing compressive load at all the strain rates. The polyethylene also shows a decrease in strain to fracture with an increase in the strain rate but appears to be independent of axial load. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTorsion. =650 \0$aFracture. =650 \0$aDuctility. =650 \0$aShear strain. =650 \0$aTitanium alloy. =650 \0$aShear strain rate. =650 \0$aHydrostatic stress. =650 \0$aPolyethylene. =650 \0$aPlastics. =650 14$aTitanium alloy. =650 24$aPolyethylene. =650 24$aTorsion. =650 24$aShear strain. =650 24$aHydrostatic stress. =650 24$aShear strain rate. =650 24$aDuctility. =650 24$aFracture. =700 1\$aLawrence, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10617J.htm =LDR 03150nab a2200625 i 4500 =001 JTE10622J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10622J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10622J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aKF27 =082 04$a346.7304/63716$223 =100 1\$aBriggs, RW.,$eauthor. =245 10$aSludge to Fertile Soil-Research Results /$cRW. Briggs, RC. Freas. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThis paper reports on work done by Dravo Lime Co. in the Dravo Corporation Research Facilities with the cooperation of the U.S. Environmental Protection Agency, Project R803999-01-0. The primary purpose of this study has been to combine flue gas desulfurization (FGD) sludges with municipal waste to produce fertile soils. A second objective has been to stabilize and combine coal fine refuse with municipal waste to identify potential stabilization and revegetation techniques. Testing on the FGD municipal waste mixtures has included seedings both under greenhouse conditions and in outdoor test plots. Coal fine refuse-municipal waste sludge mixtures have also been successfully stabilized and have been successfully seeded and tested under greenhouse conditions. Plant varieties that have been growth in these combined waste products include corn, soybeans, oats, ryegrass, and crown vetch. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSludge. =650 \0$aFertility. =650 \0$aReclamation. =650 \0$aLeachate quality. =650 \0$aIndustrial wastes. =650 \0$aChemical properties. =650 \0$aPhysical properties. =650 \0$aEnvironmental quality. =650 \0$aSewage sludge as fertilizer$xLaw and legislation. =650 \0$aSoil conservation$xLaw and legislation. =650 \0$aSoil fertility. =650 14$aIndustrial wastes. =650 24$aSludge. =650 24$aChemical properties. =650 24$aPhysical properties. =650 24$aFertility. =650 24$aLeachate quality. =650 24$aReclamation. =650 24$aEnvironmental quality. =700 1\$aFreas, RC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10622J.htm =LDR 02444nab a2200553 i 4500 =001 JTE10615J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10615J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10615J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHV5810 =082 04$a362.2/98/0973$223 =100 1\$aEarly, PW.,$eauthor. =245 10$aMeasuring JIc, and the Resistance to Crack Growth After Initiation /$cPW. Early, SJ. Burns. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aA ductile fracture toughness (JIc) test that uses fracture specimens with finite differences in crack area is reviewed. Experimental results are given for Ti-6Al-4V, A471 Ni-Cr-Mo-V rotor steel, and 4140 high strength steel. Resistance to further crack propagation after initiation is discussed in terms of the tearing modulus, which is equal to dJ/dA, A being the crack area. A useful expression for the tearing modulus is given. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ integral. =650 \0$aTearing modulus. =650 \0$aTearing fracture. =650 \0$aCrack propagation. =650 \0$aFracture strength. =650 \0$aCrack (Drug) =650 \0$aDrug abuse. =650 \0$aCocaine. =650 14$aFracture strength. =650 24$aCrack propagation. =650 24$aTearing fracture. =650 24$aJ integral. =650 24$aTearing modulus. =700 1\$aBurns, SJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10615J.htm =LDR 03267nab a2200625 i 4500 =001 JTE10619J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10619J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10619J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ254.5 =082 04$a621.402/3$223 =100 1\$aRoethel, FJ.,$eauthor. =245 14$aThe Interactions of Stabilized Scrubber Sludge and Fly Ash with the Marine Environment /$cFJ. Roethel, IW. Duedall, HB. O'Connors, JH. Parker, PMJ Woodhead. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aScrubber filter cake (sludge) and fly ash have been stabilized into blocks. These blocks have been submerged in an estuarine environment on the north shore of Long Island, N.Y. for nearly two years and have maintained their structural integrity. The blocks were colonized by a diverse aquatic community of marine plants and animals. The uptake of trace metals from the coal waste blocks by the marine organisms was not greater than that found on concrete reference blocks placed nearby. The initial colonization of the coal waste blocks proceeded somewhat differently at first when compared to the concrete blocks; however, by the end of the first year of submersion both materials supported an almost identical community. Little or no physical abrasion or erosion was observed but biological erosion by the boring clam Barnea truncata was observed to occur. The results indicate that ocean disposal of stabilized scrubber filter cake and fly ash in block form appears to be compatible with the marine environment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEnergy. =650 \0$aSludge. =650 \0$aFly ash. =650 \0$aFishing reefs. =650 \0$aTrace elements. =650 \0$aScrubber sludge. =650 \0$aFlyash. =650 \0$aCoal$xMineral inclusions. =650 \0$aCombustion engineering. =650 14$aFly ash. =650 24$aCoal. =650 24$aSludge. =650 24$aFishing reefs. =650 24$aEnergy. =650 24$aTrace elements. =650 24$aScrubber sludge. =700 1\$aDuedall, IW.,$eauthor. =700 1\$aO'Connors, HB.,$eauthor. =700 1\$aParker, JH.,$eauthor. =700 1\$aWoodhead, PMJ,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10619J.htm =LDR 02934nab a2200493 i 4500 =001 JTE12233J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12233J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12233J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS693 =082 04$a671.732$223 =100 1\$aGil, CM.,$eauthor. =245 10$aYield of Inconel 718 by Axial-Torsional Loading at Temperatures up to 649°C /$cCM. Gil, CJ. Lissenden, BA. Lerch. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aAn experimental program has been implemented to determine small offset yield loci for the nickel-base superalloy In conel 718 (IN718) under axial-torsional loading at elevated temperatures. Initial and subsequent yield loci were determined for solutioned IN718 at 23 and 454°C and for aged (precipitation-hardened) IN718 at 23 and 649°C. The shape of the initial yield loci for solutioned and aged IN718 agrees well with the von Mises prediction. However, in general, the centers of initial yield loci are eccentric to the origin due to a strength-differential (S-D) effect that increases with temperature. Subsequent yield loci exhibit kinematic and distortional hardening, and solutioned IN718 shows a weak cross effect. This work demonstrates that it is possible to determine yield surfaces for metallic materials at temperatures up to at least 649°C using multiple probes of a single specimen. The experimental data are first of their kind for a superalloy at these temperatures and will enable a better understanding of multiaxial material response. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSuperalloy. =650 \0$aOffset yield loci. =650 \0$aFerroalliages. =650 \0$aAlloy plating. =650 14$aInconel 718. =650 24$aOffset yield loci. =650 24$aSuperalloy. =700 1\$aLissenden, CJ.,$eauthor. =700 1\$aLerch, BA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12233J.htm =LDR 02905nab a2200541 i 4500 =001 JTE12232J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12232J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12232J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aRamsamooj, DV.,$eauthor. =245 10$aPrediction of Permanent Deformation of Asphalt Concrete in Cyclic and Monotonic Loading /$cDV. Ramsamooj, J. Ramadan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aNew theoretical developments are presented to predict the permanent deformation in asphalt concrete caused by constant-load creep and by cyclic loads. The constitutive model utilizes multi-yield surfaces and isotropic hardening. A new hardening law for the changes in the values of the plastic moduli during monotonic or cyclic loading is derived from Rowe's stress-dilatancy theory. A complete description of the permanent deformation of asphalt concrete under constant load creep and cyclic loading is given, including the elastic, viscoelastic, plastic, and microcracking components, to predict the permanent deformation under cyclic loading. The model parameters have clearly defined physical meanings and can be determined from simple conventional laboratory tests. A computer program called RUT determines the permanent deformation. There is good agreement between the model predictions and the experimental data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRutting. =650 \0$aCracking. =650 \0$aCompression. =650 \0$aAsphalt concrete. =650 \0$aStress-dilatancy. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aStress-dilatancy. =650 24$aRutting. =650 24$aCracking. =650 24$aAsphalt concrete. =650 24$aCompression. =700 1\$aRamadan, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12232J.htm =LDR 02705nab a2200517 i 4500 =001 JTE12230J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12230J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12230J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aNikishkov, GP.,$eauthor. =245 10$aComparison of Finite Element Results and Experimental Measurements of CTOD ?5 in CT Specimens /$cGP. Nikishkov, J. Heerens, D. Hellmann. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aElastic-plastic finite element modeling of the CTOD ?5 measuring procedure is performed for CT specimens made from 22NiMoCr37 containing fatigue precracks with curved crack fronts. It is shown that a discrete model with curved crack front and actual position of the clip gage provides reasonable accuracy of results. An approximate model with straight crack front of average crack depth and actual location of the clip gage can also be used. It is proposed to adjust experimental ?5 values for the deviation of actual crack front curvature a from a specific value. The use of the adjustment procedure decreases the scatter of experimental values of CTOD ?5 considerably. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCurved crack front. =650 \0$aFinite element method. =650 \0$aCompact tension specimen. =650 \0$afinite element analysis. =650 \0$aStructural analysis (Engineering) =650 14$aCTOD. =650 24$aCurved crack front. =650 24$aCompact tension specimen. =650 24$aFinite element method. =700 1\$aHeerens, J.,$eauthor. =700 1\$aHellmann, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12230J.htm =LDR 03262nab a2200541 i 4500 =001 JTE12231J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12231J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12231J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aNikishkov, GP.,$eauthor. =245 10$aEffect of Crack Front Curvature and Side Grooving on CTOD ?5 and J-Integral in CT and 3PB Specimens /$cGP. Nikishkov, J. Heerens, D. Hellmann. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aFracture testing on compact tension (CT) and threepoint bend (3PB) specimens is preceded by fatigue precracking. Fatigue cracks have curved crack fronts. Nevertheless, crack front curvature is not taken into account in numerical modeling of fracture toughness testing procedures. In this paper we analyze actual fatigue cracks in CT specimens and show that the difference between crack depth at the center plane and at the surface of specimens is typically 0.01 to 0.03 of the specimen width. Three-dimensional elastic-plastic finite element analyses were performed for CT and 3PB specimens with crack fronts of different curvatures, and the CTOD ?5 and the J-integral were determined. It is found that the ratio ?5C/?5 is sensitive to the crack front curvature and strongly affected by side grooves. It is also shown that crack front curvature variations that are within the limits given by the test standards affect to a certain extent the ? factor employed for the determination of the experimental value of the J-integral using the area under the force versus load-point displacement record. These facts should be kept in mind when toughness is measured. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-integral. =650 \0$aCurved crack front. =650 \0$aCompact tension specimen. =650 \0$afinite element analysis. =650 \0$aStructural analysis (Engineering) =650 14$aCTOD. =650 24$aJ-integral. =650 24$aCurved crack front. =650 24$aCompact tension specimen. =650 24$aThree-point bend specimen. =650 24$aFinite element analysis. =700 1\$aHeerens, J.,$eauthor. =700 1\$aHellmann, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12231J.htm =LDR 02571nab a2200517 i 4500 =001 JTE12234J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12234J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12234J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.F55 =082 04$a363.72/88$223 =100 1\$aPandian, NS.,$eauthor. =245 10$aPermeability and Consolidation Behavior of Fly Ashes /$cNS. Pandian, S. Balasubramonian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aA knowledge of permeability and consolidation is essential in a number of engineering problems such as settlement, seepage, and stability of the structures. Since fly ash is used very widely for several geotechnical applications, there is a need to understand its permeability and consolidation behavior. This paper presents a detailed study conducted on two Indian fly ashes. It brings out the role of chemical composition (free lime) on the permeability and consolidation behavior of fly ashes. It is found that the permeability values computed based on grain-size distribution agree well with those obtained based on test data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFly ash. =650 \0$aFlocculation. =650 \0$aPermeability. =650 \0$aConsolidation. =650 \0$aFly ash$xIndustrial applications. =650 \0$aFly ash$xEnvironmental aspects. =650 14$aPermeability. =650 24$aConsolidation. =650 24$aFly ash. =650 24$aFlocculation. =700 1\$aBalasubramonian, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12234J.htm =LDR 02600nab a2200529 i 4500 =001 JTE12236J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12236J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12236J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1138 =082 04$a676/.32$223 =100 1\$aSingh, SP.,$eauthor. =245 10$aInstability of Stacked Pallet Loads Due to Misalignment /$cSP. Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aDouble-stacked empty corrugated fiber-board boxes were conditioned in normal and tropical climates and then compression tested in aligned, laterally offset, and diagonally offset configurations to determine the effect on compression strength. The results showed that offsets caused a greater reduction in strength than humidity effects. In a separate experiment, three-high pallet loads of infant formula in two-piece plastic cans were stacked in various staggered positions to evaluate the effect of pallet offset on stack stability. It was found that factors other than the amount of offset, such as pallet strength, uneven floors, and stretch wrapping were most influential. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOffset. =650 \0$aStability. =650 \0$aPallet stacks. =650 \0$aCompression strength. =650 \0$aCorrugated fiberboard. =650 \0$aCorrugated paperboard. =650 \0$aFiberboard. =650 14$aCompression strength. =650 24$aOffset. =650 24$aPallet stacks. =650 24$aStability. =650 24$aCorrugated fiberboard. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12236J.htm =LDR 02753nab a2200529 i 4500 =001 JTE12235J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12235J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12235J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aRamsamooj, DV.,$eauthor. =245 10$aPrediction of Fatigue Performance of Asphalt Concrete Mixes /$cDV. Ramsamooj. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe suitability of dense-graded hot-mix asphalt concrete mixtures for fatigue-resistant flexible pavements is investigated. The fatigue lives of several mixes including those with additives of latex, rubber, and sulfur are predicted by a theory derived from fracture mechanics. There is good agreement between the model predictions for the fatigue lives and the experimental results for the laboratory tests. The material properties are then used to predict the fatigue performance of two of these mixes in a simulated full-depth flexible pavement and a three-layer flexible pavement. There is poor agreement between the model predictions for the performance of the simulated pavements and the laboratory tests. Several reasons are postulated for the differences in the fatigue lives for the laboratory beam tests and the simulated pavements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aField. =650 \0$aFatigue. =650 \0$aLaboratory. =650 \0$aAsphalt concrete. =650 \0$aModel prediction. =650 \0$afracture mechanics. =650 14$aFracture mechanics. =650 24$aModel prediction. =650 24$aFatigue. =650 24$aAsphalt concrete. =650 24$aLaboratory. =650 24$aField. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12235J.htm =LDR 03404nab a2200517 i 4500 =001 JTE100170 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100170$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100170$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.N6 =082 04$a546/.625$223 =100 1\$aItman Filho, A.,$eauthor. =245 10$aEvaluation of Austenitic-Ferritic Stainless Steel Wires for Orthodontic Applications /$cA. Itman Filho, R. V. Silva, C. A. R. Gouvêa, L. C. Casteletti. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aSeveral studies have shown that austenitic stainless steels are suitable for use in the final phases of orthodontic treatments, such as finishing and retention. These steels demonstrate appropriate mechanical properties, such as high ultimate tensile strength and good corrosion resistance. A new class of materials, the austenic-ferritic stainless steels, is substituting for austenitic stainless steels in several industrial applications where these properties are necessary. This work supports the hypothesis that orthodontic wires of austenic-ferritic stainless steels can replace austenitic stainless steels. The advantages are cost reduction and decrease of the nickel hypersensitivity effect in patients undergoing orthodontic treatments. The object of this study was to evaluate wires of austenitic-ferritic stainless steel SEW 410 Nr. 14517 (Cr26Ni6Mo3Cu3) produced by cold working through rolling and drawing processes. Tests were performed to evaluate the ultimate tensile strength, hardness, ductility, and formability. In accordance with technical standards the wires exhibited ultimate tensile strength and ductility suitable for orthodontic clinical applications. These austenitic-ferritic wires can be an alternative to substitute the common commercial wires of austenic stainless steels with the advantage of decreasing the nickel content. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOrthodontic wires. =650 \0$aDuplex stainless steel. =650 \0$aNickel hypersensitivity. =650 \0$aNickel. =650 \0$aTransition metals. =650 14$aOrthodontic wires. =650 24$aDuplex stainless steel. =650 24$aNickel hypersensitivity. =700 1\$aSilva, R. V.,$eauthor. =700 1\$aGouvêa, C. A. R.,$eauthor. =700 1\$aCasteletti, L. C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100170.htm =LDR 02963nab a2200541 i 4500 =001 JTE101158 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101158$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101158$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a624.1/834$223 =100 1\$aStergiopoulou, Christina,$eauthor. =245 10$aUltrasonic Testing of Concrete Structures Using Indirect Transmission /$cChristina Stergiopoulou, Richard H. McCuen, M. Sherif Aggour. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aLaboratory studies and computer simulation were used to develop a procedure for the interpretation of the results of nondestructive testing of concrete structures using the indirect transmission method. The results of the laboratory studies indicate a 10-cm spacing is best for making ultrasonic pulse measurements. A new method of calculating the velocity of the pulse is presented. The method enables concrete quality to be evaluated over short distances rather than the existing method which gives a mean velocity over an extended distance. The method can thus determine the extent of delamination of concrete at a specific location. The laboratory analyses verified using computer simulations show the effect of concrete heterogeneity on the detection of variation in concrete quality. Ultrasonic pulse velocities have a coefficient of variation of about 2 %. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aUltrasonic testing. =650 \0$aComputer simulation. =650 \0$aIndirect transmission. =650 \0$aNondestructive testing. =650 \0$aConcrete. =650 \0$aBuilding materials. =650 14$aConcrete. =650 24$aNondestructive testing. =650 24$aComputer simulation. =650 24$aUltrasonic testing. =650 24$aIndirect transmission. =700 1\$aMcCuen, Richard H.,$eauthor. =700 1\$aAggour, M. Sherif,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101158.htm =LDR 03580nab a2200529 i 4500 =001 JTE101362 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101362$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101362$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a624.1/834$223 =100 1\$aChen, Dar Hao,$eauthor. =245 10$aField Performance Monitoring of Repair Treatments on Joint Concrete Pavements /$cDar Hao Chen, Moon Won. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThis paper presents the performance of three rehabilitation methods on six highways to restore the condition of concrete pavement: (1) polyurethane foam injection (PFI), (2) dowel bar retrofit (DBR), and (3) full depth repair (FDR). PFI was able to raise the slabs to the target levels; however, it was not able to maintain the slabs at the target levels and thus prevent slabs from further settlement. In addition, new cracks have been observed in some slabs and it was believed that PFI might have created uneven supports that allowed the truck traffic to shatter the slabs. Long-term benefits of DBR were demonstrated on a project with 10 years of traffic, where asphalt overlay was placed. Only minimum reflective cracks were observed on the DBR sections as compared to severe reflective cracks on sections without DBR. In another project, DBR effectively restored the ride quality that reduced the International Roughness Index (IRI) from 2.83 m/km to 1.26 m/km. The poor ride of this pavement section before DBR was due mainly to severe faulting. This illustrates that dowel bars provided excellent load transfer at transverse contraction joints, which minimized the potential for faulting. FDR has been used to repair localized pavement distresses. However, subsidence of slabs and cracks reappeared on the slabs that received FDR, due partly to the inadequate base support. Currently, there are no objective test methods and criteria for base preparation in the FDR specifications. To improve the effectiveness of FDR, current FDR specifications need to be revised. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLoad transfer. =650 \0$aFull depth repair. =650 \0$aDowel bar retrofit. =650 \0$aJoint concrete pavement. =650 \0$aConcrete. =650 \0$aBuilding materials. =650 14$aFull depth repair. =650 24$aDowel bar retrofit. =650 24$aLoad transfer. =650 24$aJoint concrete pavement. =650 24$aPolyurethane foam injection. =700 1\$aWon, Moon,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101362.htm =LDR 03499nab a2200565 i 4500 =001 JTE101267 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101267$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101267$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a665.5388$223 =100 1\$aArambula, Edith,$eauthor. =245 10$aSuitability of Dynamic and Relaxation Tests for the Evaluation of Moisture Susceptibility of Asphalt Mixtures /$cEdith Arambula, Eyad Masad, Amy Epps Martin, Robert L. Lytton. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aThe presence of waIn ter in asphalt pavements deteriorates their condition and causes distresses that result in high maintenance costs to state and federal agencies. The objective of this research was to execute dynamic and relaxation tests and evaluate their effectiveness in assessing moisture susceptibility of asphalt mixture specimens with different air void structures determined using X-ray computed tomography (CT) and conditioned using the modified Lottman procedure. The dynamic test consisted of the application of a sinusoidal cyclic compressive load on the specimen while maintaining the strain within a specified range. The relaxation test, performed in both direct tension and compression, consisted of the application of a constant static strain. A statistical analysis was used to study the effectiveness of the tests in evaluating the moisture susceptibility of the asphalt mixtures. The results showed that none of the tests (dynamic or relaxation) were consistent in differentiating between the moisture conditioned and unconditioned specimens or between the responses of the different mixtures within each condition. In addition, the results of the dynamic and relaxation tests were compared after applying different methods to convert frequency-domain data to time-domain data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDynamic test. =650 \0$aMoisture damage. =650 \0$aRelaxation test. =650 \0$aMechanical tests. =650 \0$aAsphalt. =650 \0$aBituminous materials. =650 14$aMoisture damage. =650 24$aMechanical tests. =650 24$aDynamic test. =650 24$aRelaxation test. =650 24$aAsphalt mixture characterization. =650 24$aFrequency-time interconversion. =700 1\$aMasad, Eyad,$eauthor. =700 1\$aMartin, Amy Epps,$eauthor. =700 1\$aLytton, Robert L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101267.htm =LDR 02538nab a2200529 i 4500 =001 JTE101032 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101032$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101032$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418 =082 04$a620.1/1232$223 =100 1\$aGangfeng, Zheng,$eauthor. =245 10$aLineared Inverse Scattering Methods in Elasticity for Shape Reconstruction of Defects /$cZheng Gangfeng, Wu. Bin, He. Cunfu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aTwo linearized methods for the ultrasonic inversion are formulated for the shape reconstruction of defects in an elastic material. The methods are based on the elastodynamic inverse Born and Kirchhoff approximations. From the numerical analysis for two kinds of defects, it is verified that the Born inversion works well for volumetric defects and the Kirchhoff inversion for surface defects. Combination of two inversion methods leads to the separation of surface in a part from the volumetric part of the defect. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aElastodynamics. =650 \0$aShape reconstruction. =650 \0$aInverse Born inversion. =650 \0$aElasticity. =650 \0$aStrains and stresses. =650 14$aElastodynamics. =650 24$aShape reconstruction. =650 24$aInverse Born inversion. =650 24$aInverse Kirchhoff inversion. =650 24$aFEM. =700 1\$aBin, Wu.,$eauthor. =700 1\$aCunfu, He.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101032.htm =LDR 02332nab a2200457 i 4500 =001 JTE100970 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100970$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100970$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA405 =082 04$a620.1/12$223 =100 1\$aNadarajah, Saralees,$eauthor. =245 10$aFormulas for Product Strength Modeling /$cSaralees Nadarajah, Samuel Kotz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThe concept of stress strength inference plays an important role in modeling problems with respect to testing and evaluation of products. The lifetime failure rate of a product can be expressed by the probability FR=Pr(X20.80) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStatistical analysis. =650 \0$aConcrete. =650 \0$aBuilding materials. =650 14$aPlain and blended cement concretes. =650 24$aDurability characteristics. =650 24$aStatistical analysis. =650 24$aCorrelation between properties. =700 1\$aAl-Kutti, Walid A.,$eauthor. =700 1\$aBaghabra Al-Amoudi, Omar S.,$eauthor. =700 1\$aMaslehuddin, Mohammed,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101074.htm =LDR 02735nab a2200469 i 4500 =001 JTE100652 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100652$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100652$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT57.95 =082 04$a658.4/03$223 =100 1\$aChang, Che-Wei,$eauthor. =245 10$aConstructing a Test Method to Evaluate Stable DVR System /$cChe-Wei Chang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b38 =520 3\$aSecurity systems using a digital video recorder (DVR) are an increasingly popular security product in the surveillance systems market. These DVR-based security systems include software and hardware and generally have six modules, including one each for the input signal channel, the recording function, the playback and display functions, communication and remote transmission, system control, and system security modules. Software and hardware are continuously changing and evolving. Accordingly, purchasers have difficulty in discriminating between new technologies and in determining which DVR-based security system is best suited to their surveillance and security needs, or both. In this study, gray situation decision-making (GSDM) is used to evaluate DVR-based security systems based on several quality performance characteristics. Finally, a case study is presented to demonstrate the effectiveness of the proposed GSDM method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSystem evaluation. =650 \0$aSoftware evaluation. =650 \0$aDecision making. =650 \0$aDeciding. =650 14$aGrey situation decision-making. =650 24$aSoftware evaluation. =650 24$aSystem evaluation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100652.htm =LDR 03330nab a2200577 i 4500 =001 JTE100559 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100559$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100559$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC197 =082 04$a531/.1134$223 =100 1\$aJarimopas, Bundit,$eauthor. =245 10$aMechanical and Light Properties of Mangosteen Fruit as Related to Postharvest Quality /$cBundit Jarimopas, Phanida Pushpariksha, S. Paul Singh, Jay Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aDuring this study the postharvest damages of fresh mangosteen at wholesale level in Thailand were investigated from April to October 2004. Damages included fruit cracking, hard rind, rough surface, translucent flesh, gummosis, and decay. Total percentage of all damages that made fruit inedible was 43.3 % of production yield. Weight, volume, and dimension of large, medium, small, and undersized mangosteens were measured. The term of dimension ratio was introduced as a sizing parameter compared to the conventional trade parameter. The coefficient of static friction was also determined. This coefficient for gloss and rough surface mangosteens on plexiglass, plywood, and galvanized iron steel varied from 0.31 to 0.46. Color of sound and defective fruits was measured in terms of tristimulus values, X, Y, and Z. It was observed that the corresponding chromaticity coordinates, x and z for mangosteens depend on their maturity stage while y depends on the type of fruit surface. A color ratio term is proposed to be used as a nondestructive technique for detecting internal defects of mangosteens. The highest percentage of correct prediction was found at the color ratio X1/X2> 1.25 at 67.4 %. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aColor. =650 \0$aGrading. =650 \0$aMangosteen. =650 \0$aPostharvest loss. =650 \0$aPhysical properties. =650 \0$aFriction. =650 \0$aMechanics. =650 14$aMangosteen. =650 24$aGrading. =650 24$aColor. =650 24$aFriction. =650 24$aPhysical properties. =650 24$aPostharvest loss. =700 1\$aPushpariksha, Phanida,$eauthor. =700 1\$aSingh, S. Paul,$eauthor. =700 1\$aSingh, Jay,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100559.htm =LDR 02743nab a2200505 i 4500 =001 JTE100583 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2008\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100583$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100583$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTR845 =082 04$a384$223 =100 1\$aChang, Che-Wei,$eauthor. =245 10$aGroup Decision-Making in a Multiple Criteria Environment-A Case Using the AHPGR Model to Assess Digital Video Recorder Systems /$cChe-Wei Chang, Cheng-Ru Wu, Hung-Lung Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2008. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aDigital video recorder software is increasingly common given the burgeoning popularity of the surveillance market. The proposed model includes the Analytic Hierarchy Process (AHP) to determine the weights of evaluation. Grey Relational Analysis (GRA) is then performed to rank the digital video recorder software. The AHP and GRA-based decision-making method can provide decision makers or buyers with a valuable reference for evaluating software quality. A case study demonstrates the effectiveness of the proposed scheme. Importantly, the proposed scheme can assist decision makers in assessing the feasibility of digital video recorder software, making it highly applicable for academic and commercial purposes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSoftware evaluation. =650 \0$aGrey relational analysis. =650 \0$aVideo recording. =650 14$aDigital video recorder software. =650 24$aSoftware evaluation. =650 24$aAnalytic hierarchy process. =650 24$aGrey relational analysis. =650 24$aMADM. =700 1\$aWu, Cheng-Ru,$eauthor. =700 1\$aLin, Hung-Lung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 36, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2008$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100583.htm =LDR 02435nab a2200517 i 4500 =001 JTE11545J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11545J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11545J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA1199.4.A38 =082 04$a615/.704/028$223 =100 1\$aLiu, WK.,$eauthor. =245 10$aCytotoxicity of Incinerator Fly Ash on Alveolar Macrophages /$cWK. Liu, MH. Wong, NFY Tam. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aFly ash samples were collected from the electrostatic precipitator of a municipal incinerator in Hong Kong.The physical and chemical properties of fly ash particles of a diameter smaller than 10 ?m were studied by a scanning electron microscope incorporated with an X-ray energy dispersive microanalyzer, atomic absorption spectrophotometer, and X-ray powder diffractometer.The particles were very heterogeneous in size and shape and had high levels of trace metals (Cd, Cr, Cu, Fe, Mn, Ni, Pb, and Zn) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEnzymes. =650 \0$aHemolysis. =650 \0$aAlveolar macrophage. =650 \0$aIncinerator fly ash. =650 \0$aToxicity Tests$vmethods. =650 14$aIncinerator fly ash. =650 24$aAlveolar macrophage. =650 24$aEnzymes. =650 24$aHemolysis. =700 1\$aWong, MH.,$eauthor. =700 1\$aTam, NFY,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11545J.htm =LDR 02935nab a2200565 i 4500 =001 JTE11549J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11549J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11549J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aMao, X.,$eauthor. =245 10$aCharacterization of Fracture Behavior in Small Punch Test by Combined Recrystallization-Etch Method and Rigid Plastic Analysis /$cX. Mao, T. Shoji, H. Takahashi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThe purpose of this investigation is to understand the deformation process of the small punch test and to use it to characterize the fracture properties of materials. By comparisons between recrystallization-etch results and perfect-rigid plastic analysis, the deformation process of the small punch test has been clearly divided into three regions. Equivalent fracture strain under biaxial stress state has been obtained from 10 by 10 by 0.5 mm thin sheet samples using both a recrystallization-etch technique and a semi-analytical method to characterize the fracture property of the material. The results of biaxial equivalent fracture strain can be related almost linearly to fracture toughness (JIc) for elastic-plastic behavior. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPlastic work. =650 \0$aEquivalent strain. =650 \0$aIntense strain region. =650 \0$aRigid plastic bending. =650 \0$aFracture toughness (JIc) =650 \0$aFracture mechanics. =650 14$aRecrystallization-etch technique. =650 24$aIntense strain region. =650 24$aRigid plastic bending. =650 24$aPlastic membrane stretching. =650 24$aPlastic work. =650 24$aEquivalent strain. =650 24$aFracture toughness (JIc) =700 1\$aShoji, T.,$eauthor. =700 1\$aTakahashi, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11549J.htm =LDR 02439nab a2200517 i 4500 =001 JTE11547J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11547J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11547J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aCC79.E85 =082 04$a930.1$223 =100 1\$aTracy, CA.,$eauthor. =245 12$aA Compression Test for High Strength Ceramics /$cCA. Tracy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aA new uniaxial compression test, developed for high strength ceramics, has successfully measured the strength of 94% alumina (Al2O3). Testing was done using a procedure developed specifically for obtaining strengths to 10 GPa on very difficult to machine ceramics. Strain gage analysis and fractographic observations confirmed that a uniaxial compressive stress state existed. Two existing test methods were also employed to measure the compressive strength of the alumina. Results from these tests are compared with the new methodology. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFractography. =650 \0$aStrain gages. =650 \0$aCeramic materials. =650 \0$aCompression tests. =650 \0$aMechanical properties. =650 \0$aCeramics$vAnalysis. =650 14$aCeramic materials. =650 24$aCompression tests. =650 24$aMechanical properties. =650 24$aStrain gages. =650 24$aFractography. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11547J.htm =LDR 02386nab a2200481 i 4500 =001 JTE11550J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11550J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11550J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA462 =082 04$a620.1/1223$223 =100 1\$aWei, RP.,$eauthor. =245 10$aInterlaboratory Evaluation of KIscc and da/dt Determination Procedures for High-Strength Steels /$cRP. Wei, SR. Novak. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (38 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThis report is prepared on behalf of ASTM Joint Task Group E24.04.02/G01.06.04 on Test Methods for Measurement of KIscc and SCC Growth Rate. It summarizes and provides an assessment of the results from an interlaboratory program to evaluate the procedures, based on linear fracture mechanics, for determining the threshold stress intensity factor for stress corrosion cracking (KIscc) of high-strength steels and the crack growth rates (da/dt). Problem areas and additional work are identified. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack growth rate. =650 \0$aHigh-strength steels. =650 \0$aCorrosion. =650 14$aHigh-strength steels. =650 24$aStress corrosion cracking. =650 24$aCrack growth rate. =650 24$aThreshold stress intensity factor. =700 1\$aNovak, SR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11550J.htm =LDR 03011nab a2200601 i 4500 =001 JTE11548J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11548J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11548J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aBetancourt, TK.,$eauthor. =245 10$aEffects of the Average Increment ?C on the Scatter in da/dN Data and Mean Life Cycles in HY-80 Steel Plate /$cTK. Betancourt, JR. Matthews. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThis paper analyzes the effects of the data averaging increment (?C) on the prediction of mean life cycles in 25-mm. (1-in.)-thick HY-80 steel plate using CT test specimens. The analysis shows that the crack propagation in this steel plate is not uniform; the crack rate randomly oscillates along the crack at variable amplitude. The frequency of crack rate variation was found to have the characteristics of a normal distribution curve and was therefore characterized by mean and variance. The mean crack behavior, including mean crack propagation rates and mean life cycles, was determined for crack propagation data obtained at different ?C and statistically compared. It was found that the same raw a and N data averaged over different ?C yielded significantly different mean crack rates and mean life cycles. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aSeawater. =650 \0$aFatigue testing. =650 \0$aCorrosion fatigue. =650 \0$aCrack propagation. =650 \0$aMaterials testing. =650 \0$aCathodic protection. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFatigue testing. =650 24$aMaterials testing. =650 24$aSteels. =650 24$aCrack propagation. =650 24$aCorrosion fatigue. =650 24$aSeawater. =650 24$aCathodic protection. =700 1\$aMatthews, JR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11548J.htm =LDR 02692nab a2200529 i 4500 =001 JTE11546J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1987\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11546J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11546J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ898 =082 04$a621.8/672$223 =100 1\$aKesavan, SK.,$eauthor. =245 13$aAn Experimental Technique for Studying the Dynamic Stability of Slurry Fuels /$cSK. Kesavan, ML. Chu, NP. Reddy, S. Yazdani. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1987. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aIn coal slurry transportation, repeated vertical accelerations larger than the gravitational acceleration are encountered. The sedimentation behavior of the slurry fuels under these conditions is an area of concern in fuel transportation. A laboratory-scale technique has been developed that can be used to study the sedimentation behavior of coal slurry fuels under conditions of repeated vertical accelerations. A coal slurry sample contained in a settling column is subjected to repeated vertical movement using a mechanical shaker. The coal concentration profile along the height of the settling column can be used to quantify the sedimentation behavior of the slurry. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCoal slurry fuels. =650 \0$aDynamic stability. =650 \0$aSettling stability. =650 \0$aSlurry. =650 \0$aSlurry pipelines. =650 14$aCoal slurry fuels. =650 24$aSettling stability. =650 24$aCoal slurry transportation. =650 24$aDynamic stability. =700 1\$aChu, ML.,$eauthor. =700 1\$aReddy, NP.,$eauthor. =700 1\$aYazdani, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 15, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1987$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11546J.htm =LDR 02546nab a2200493 i 4500 =001 JTE10297J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10297J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10297J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126$223 =100 1\$aGross, B.,$eauthor. =245 10$aAnalysis of an Internally Radially Cracked Ring Segment Subject to Three-Point Radial Loading /$cB. Gross, JE. Srawley. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThe boundary collocation method was used to generate Mode I stress intensity and crack mouth-opening displacement coefficients for internally radially cracked ring sements (arc bend specimens) subjected to three-point radial loading. Numerical results were obtained for ring segment outer-to-inner radius ratios Ro/Ri ranging from 1.10 to 2.50 and crack length to segment width ratios a/W ranging from 0.1 to 0.8. Stress intensity and crack mouth displacement coefficients were found to depend on the ratios Ro/Ri and a/W as well as the included angle between the directions of the reaction forces. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture mechanics. =650 \0$aStress intensity factors. =650 \0$aFracture mechanism. =650 \0$aStress intensity. =650 \0$aFracture mechanics$xMathematical models. =650 14$aStress intensity factors. =650 24$aCracked ring segments. =650 24$aFracture mechanics. =700 1\$aSrawley, JE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10297J.htm =LDR 04028nab a2200493 i 4500 =001 JTE10302J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10302J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10302J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHE9776 =082 04$a387.7068/4$223 =100 1\$aChilds, RA.,$eauthor. =245 10$aCost-Effectiveness of the Passenger Security Screening System /$cRA. Childs. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aOn 5 Dec. 1972, the Federal Aviation Administration (FAA) promulgated Federal Aviation Regulation (FAR) 121.538, requiring that effective 5 Jan. 1973, all commercial airlines implement a system to screen all passengers and their carryon items to insure that no weapons, explosives, or incendiary devices were boarded in the cabin of aircraft. This regulation was issued as a direct response to the increased number of acts of air piracy, as well as the increased severity and danger resulting from these criminal acts. This afforded the air carriers only 30 days to implement the requirements of the FAR at over 500 airports of various sizes across the country. Initially, all inspections of hand carried items were conducted by individuals physically opening and checking the contents of each item carried by passengers before they boarded their flight. While this procedure could be used effectively at smaller airports boarding only a few passengers, it was obviously not a cost-effective or efficient method of fulfilling the requirements of the regulation at larger airports. Soon after the implementation of the screening program, the FAA approved the use of cabinet X-rays to meet the search requirements; sterile concourses were created to centralize the screening process and eliminate the need to conduct passenger inspections at each boarding gate. By the use of the sterile concourse concept, cabinet X-rays could be effectively used and the number of persons conducting searches drastically reduced. An individual conducting a hand search of carryon items took an average of 45 s to 1 min to conduct a thorough search of a carryon item; where the X-ray could reduce the amount of time required to an average of 5 to 7 s. From the beginning of the screening program to the present time, the number of passengers carried in commerical air transportation has steadily increased each year necessitating corresponding advances in the sophistication of the system and the equipment. The image quality of the X-ray, passenger flow patterns, and compatibility of the X-ray systems with the metal detectors are all necessary ingredients to a successful and cost-effective program. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aX-ray inspection. =650 \0$aCost-effectiveness. =650 \0$aPassenger Security Screening System. =650 \0$aAirports. =650 \0$aSecurity. =650 14$aAirports. =650 24$aSecurity. =650 24$aX-ray inspection. =650 24$aCost-effectiveness. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10302J.htm =LDR 03372nab a2200757 i 4500 =001 JTE10304J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10304J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10304J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHE9776 =082 04$a387.7068/4$223 =100 1\$aKeane, AG.,$eauthor. =245 10$aPassenger Screening Requirements-The View from Europe /$cAG. Keane. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis paper examines the existing passenger screening procedures in use at airports throughout Europe. The question of numerous national boundaries over a relatively small distance and the problems these raise because of differing interpretation of national and international law is discussed. The function of the European Civil Aviation Conference in setting up a working group on security problems is explained and the matters under discussion by the two subgroups which deal with passenger screening. The one subgroup dealing with the study of administrative and operational aspects and the other subgroup focusing upon the study of technical aspects are put into perspective. The methods of financing security measures are explained, and a brief comparison of the systems used follows. The paper concludes with advice to security operatives on methods and practices for good screening. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEurope. =650 \0$aPolice. =650 \0$aDetection. =650 \0$aEquipment. =650 \0$aFinancing. =650 \0$aHijacking. =650 \0$aScreening. =650 \0$aSterile areas. =650 \0$aAirport security. =650 \0$aTechnical aspects. =650 \0$aOperational aspects. =650 \0$aPolitical terrorist. =650 \0$aUnlawful interference. =650 \0$aPassenger Security Screening System. =650 \0$aAirports. =650 \0$aSecurity. =650 14$aAirports. =650 24$aPolice. =650 24$aScreening. =650 24$aFinancing. =650 24$aEquipment. =650 24$aDetection. =650 24$aUnlawful interference. =650 24$aHijacking. =650 24$aPolitical terrorist. =650 24$aEurope. =650 24$aAirport security. =650 24$aTechnical aspects. =650 24$aOperational aspects. =650 24$aSterile areas. =650 24$aArms. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10304J.htm =LDR 01951nab a2200481 i 4500 =001 JTE10306J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10306J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10306J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aZ1035.A1 =082 04$a028.1/05$223 =100 1\$aBingham, CD.,$eauthor. =245 10$aReference Materials-What is Available? /$cCD. Bingham. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe availability of certified reference materials by which to calibrate and standardize measurements throughout the nuclear fuel cycle is described and summarized. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNuclear fuel cycles. =650 \0$aReference materials. =650 \0$aStandards. =650 \0$aMeasurement. =650 14$aMeasurement. =650 24$aStandards. =650 24$aNuclear fuel cycles. =650 24$aReference materials. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10306J.htm =LDR 02261nab a2200541 i 4500 =001 JTE10305J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10305J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10305J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGC111.2 =082 04$a551.46$223 =100 1\$aTaylor, JK.,$eauthor. =245 10$aReference Materials-What They Are and How They Should be Used /$cJK. Taylor. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThe role of reference materials in monitoring the chemical measurement process is considered. Requirements for reliable reference materials are reviewed. The use of reference material data in estimating the uncertainties of the results of measurements on test samples is discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAccuracy. =650 \0$aPrecision. =650 \0$aQuality control. =650 \0$aChemical analysis. =650 \0$aQuality assurance. =650 \0$aReference materials. =650 14$aAccuracy. =650 24$aChemical analysis. =650 24$aPrecision. =650 24$aQuality assurance. =650 24$aQuality control. =650 24$aReference materials. =650 24$aStandard reference materials. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10305J.htm =LDR 02917nab a2200577 i 4500 =001 JTE10298J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10298J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10298J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP370.8 =082 04$a664/.0072$223 =100 1\$aChen, Y-R,$eauthor. =245 10$aTemperature Effect on Rheological Properties of Cattle Manure Slurry /$cY-R Chen, EL. Shetler. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aA constant temperature rotational viscometer was fabricated for studying temperature effect on rheological properties of beef cattle manure slurries having total solids concentrations (TS) ranging from 2.5 to 19.3%. The rheological properties of the slurries had shear rates ranging from ~ 20 to 200 s-1 and temperatures ranging from 14 to 64°C. In this shear rate range, it was found that the power-law equation could be used to describe the slurry's shear stress and shear rate relationship. Apparent viscosity of the slurry was found to decrease as temperature increased, and increase as TS increased. Equations to express the apparent viscosity as a function of TS and absolute temperature were given. The activation energy (Andrade's equation) of the beef cattle manure slurries was found to be 13.8 kJ/mol. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSolids. =650 \0$aSlurries. =650 \0$aCattle manure. =650 \0$aApparent viscosity. =650 \0$aRotational viscometer. =650 \0$aRheological properties. =650 \0$aThermal properties. =650 \0$aTemperature effect. =650 14$aRheological properties. =650 24$aSlurries. =650 24$aSolids. =650 24$aRotational viscometer. =650 24$aCattle manure. =650 24$aTemperature effect. =650 24$aApparent viscosity. =700 1\$aShetler, EL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10298J.htm =LDR 02263nab a2200541 i 4500 =001 JTE10300J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10300J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10300J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL725.3.T7 =082 04$a629.136/6$223 =100 1\$aTsacoumis, TP.,$eauthor. =245 14$aThe Effectiveness of Passenger Security Screening-an Overview /$cTP. Tsacoumis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA review of the Civil Aviation Security Program is presented. The history of the program is outlined as well as the training of operators, and tests of the effectiveness of the system are discussed. Finally, the magnitude and effectiveness of the program are addressed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHijacking. =650 \0$aX-ray inspection. =650 \0$aAirport X-ray systems. =650 \0$aAviation safety. =650 \0$aAirports. =650 \0$aAviation security. =650 14$aAviation safety. =650 24$aAirports. =650 24$aX-ray inspection. =650 24$aAviation security. =650 24$aHijacking. =650 24$aAirport X-ray systems. =650 24$aWalk-through detection devices. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10300J.htm =LDR 03163nab a2200577 i 4500 =001 JTE10301J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10301J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10301J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD9708.U64 =082 04$a338.7/681418/0973$223 =100 1\$aMcIninch, VG.,$eauthor. =245 10$aSafety Considerations for Photographic Film in the X-Ray Screening of Air Travelers' Luggage /$cVG. McIninch. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThe use of X-rays in the screening of passengers' luggage and similar packages entering airport secure areas requires consideration of the possible effect on contents therein. Among commonly carried items, the possibility of damage to photographic film is a great concern to the traveling public. This paper presents a study of the possible effects on conventional camera films plus results of some practical tests and a summary of passengers' experiences as reported to a major photofinishing and film manufacturing organization. Also included are results of measurements on the sensitivity of several commonly used films to low-level X-ray exposure. To protect unprocessed film from significant effect, it is recommended that individual X-ray inspection exposures be kept below 1 mR, and that no more than 5 mR be permitted to accumulate from multiple inspections. An explanation of these limits is given, and recommendations to the traveler for protecting the film against excessive X-ray exposure are briefly discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAirports. =650 \0$aX-ray damage. =650 \0$aX-ray inspection. =650 \0$aX-ray sensitivity. =650 \0$aX-ray exposure tolerance. =650 \0$aPhotographic film. =650 \0$aFilm safety. =650 \0$aPhotographic industry. =650 14$aPhotographic film. =650 24$aAirports. =650 24$aX-ray inspection. =650 24$aX-ray exposure tolerance. =650 24$aAirport security screening. =650 24$aX-ray damage. =650 24$aX-ray sensitivity. =650 24$aFilm safety. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10301J.htm =LDR 02893nab a2200469 i 4500 =001 JTE10303J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10303J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10303J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHE9776 =082 04$a387.7068/4$223 =100 1\$aHunter, JM.,$eauthor. =245 10$aTraining the Security Screening Station Operator /$cJM. Hunter. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe Federal Aviation Administration's (FAA) involvement in the subject area is generally limited to establishment of training standards, production, and distribution of training aids, and monitoring ongoing training to assure that regulatory standards are met. The screener/passenger interface is critical not only in assuring the safety of the system, but in projecting the airline image. It is not coincidental that laws and regulations governing the screening process call for courteous and tactful deportment on the part of all screeners. Training requirements include a vigorous testing program conducted by FAA and the airlines. As new threats evolve, such as the use of flammable liquids by Cuban refugees, FAA's training materials are updated and sophisticated. Training records are maintained for every screener and are monitored closely by FAA to assure effectiveness of the system. The cornerstone of the security safeguards in place at U.S. airports is the screening system. Only through continuous training can we collectively have confidence in the safety and security of air transportation in the United States. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSpecialized training. =650 \0$aPassenger Security Screening System. =650 \0$aAirports. =650 \0$aSecurity. =650 14$aAirports. =650 24$aSecurity. =650 24$aSpecialized training. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10303J.htm =LDR 02989nab a2200529 i 4500 =001 JTE11722J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11722J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11722J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA367 =082 04$a620.28$223 =100 1\$aZhu, C.,$eauthor. =245 10$aTime-Domain Ultrasonic Measurement of the Thickness of a Sub-Half-Wavelength Elastic Layer /$cC. Zhu, VK. Kinra. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThis work is motivated by the need to measure the thickness of extremely thin adhesive layers in adhesively bonded joints.The classical method for ultrasonic determination of the thickness of a plate is the so-called "time-of-flight" method.One launches a longitudinal wave normally incident upon an immersed specimen and records the successive reflections from the two walls.The temporal separation between two successive reflections corresponds to the spatial distance between the two walls via the elastic wavespeed.This method breaks down when the specimen thickness (h) is less than three wavelengths (3?) By combining conventional ultrasonics with the theory of Fourier transforms, Kinra and Dayal developed a technique that worked for h < 3?.However, their technique runs into a convergence problem when h/? < 0.5.More recently.Kinra and Iyer have explained the reasons for these convergence problems and refined this technique to the point at which it works satisfactorily down to h/? 0(10-2) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aThickness. =650 \0$aTime domain. =650 \0$aAdhesive layers. =650 \0$aUltrasonic measurement. =650 \0$aNondestructive evaluation. =650 \0$aUltrasonics. =650 14$aTime domain. =650 24$aUltrasonic measurement. =650 24$aNondestructive evaluation. =650 24$aThickness. =650 24$aAdhesive layers. =700 1\$aKinra, VK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11722J.htm =LDR 02486nab a2200529 i 4500 =001 JTE11728J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11728J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11728J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS198.3.P3 =082 04$a676/.288$223 =100 1\$aSingh, SP.,$eauthor. =245 10$aCompression of Single-Wall Corrugated Shipping Containers Using Fixed and Floating Test Platens /$cSP. Singh, G. Burgess, M. Langlois. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe compression strengths of five different RSC style corrugated fiberboard containers were obtained using both fised and floating compression test platens in order to determine the effect of the platen on the results. The difference between the compression strength using fixed and floating platen methods was found to be small compared to the normal variation in compression strength between identical boxes. It is concluded that either test method is suitable. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFixed platen. =650 \0$aFloating platen. =650 \0$aCorrugated boxes. =650 \0$aCompression strength. =650 \0$aCorrugated paperboard. =650 \0$aContainers. =650 14$aCompression strength. =650 24$aCorrugated boxes. =650 24$aFixed platen. =650 24$aFloating platen. =700 1\$aBurgess, G.,$eauthor. =700 1\$aLanglois, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11728J.htm =LDR 02825nab a2200589 i 4500 =001 JTE11730J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11730J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11730J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC191 =082 04$a620.1/632$223 =100 1\$aSrinivasan, MN.,$eauthor. =245 10$aYoung's Modulus of a Dispersion Strengthened Al-Fe-V-Si Alloy /$cMN. Srinivasan, A. Wolfenden, S. Little, S. Sridhara. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aYoung's modulus for a dispersion strengthened Al-Fe-V-Si (FVS 1212) alloy has been measured using PUCOT (Piezoelectric Ultrasonic Composite Oscillator Technique), after melt spinning the alloy under different combinations of nozzle size, wheel speed and power input. It is found that the interactions among the three variables exert a strong influence of the Young's modulus. Young's modulus measurements using PUCOT were also made on melt spun ribbons of three other aluminum alloys. Electron diffraction patterns of the ribbon specimens suggest that crystalline structures lead to promote higher modulus in all the aluminum alloys examined. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aUltrasonics. =650 \0$aMelt spinning. =650 \0$aAluminum alloy. =650 \0$aExperimental design. =650 \0$aRapid solidification. =650 \0$aYoung's modulus. =650 \0$aElastic properties. =650 \0$aMathematical physics. =650 14$aYoung's modulus. =650 24$aRapid solidification. =650 24$aMelt spinning. =650 24$aUltrasonics. =650 24$aAluminum alloy. =650 24$aExperimental design. =700 1\$aWolfenden, A.,$eauthor. =700 1\$aLittle, S.,$eauthor. =700 1\$aSridhara, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11730J.htm =LDR 02760nab a2200589 i 4500 =001 JTE11729J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11729J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11729J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC228.2 =082 04$a006.454$223 =100 1\$aBlessing, GV.,$eauthor. =245 10$aDynamic Shear Modulus Measurements with Four Independent Techniques in Nickel-Based Alloys /$cGV. Blessing, A. Wolfenden, VK. Kinra, YT. Chen, V. Dayal, MR. Harmouche, P. Terranova. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aExperimental results are presented, on a round-robin basis, to study the effect of vibrational frequency on the dynamic shear moduli of two metals, Inconel 600 and Incoloy 907. Four separate laboratories, each using a different experimental technique, obtained results over the nominal frequency range of 7 kHz to 10 MHz. A brief discussion and comparison of the four techniques, both resonant and pulse, are included. No significant differences were observed for each alloy's modulus over this frequency range. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMetals. =650 \0$aShear modulus. =650 \0$aDynamic modulus. =650 \0$aElastic modulus. =650 \0$aFundamental frequency. =650 \0$aSignal processing. =650 14$aElastic modulus. =650 24$aDynamic modulus. =650 24$aShear modulus. =650 24$aMetals. =650 24$aFrequency dependence of modulus. =700 1\$aWolfenden, A.,$eauthor. =700 1\$aKinra, VK.,$eauthor. =700 1\$aChen, YT.,$eauthor. =700 1\$aDayal, V.,$eauthor. =700 1\$aHarmouche, MR.,$eauthor. =700 1\$aTerranova, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11729J.htm =LDR 04258nab a2200745 i 4500 =001 JTE11720J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11720J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11720J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aHwang, IS.,$eauthor. =245 10$aCharpy Absorbed Energy and JIc as Measures of Cryogenic Fracture Toughness /$cIS. Hwang, MM. Morra, RG. Ballinger, H. Nakajima, S. Shimamoto, RL. Tobler. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b37 =520 3\$aIn this paper, we present experimental comparisons between the critical energy line integral (JIc) and Charpy absorbed energy (Cv) at 4 and 77 K for materials ranging from fully austenitic steels to ferritic steels. At 4 K the correlation between JIc and Cv is weak, indicating that Cv is a poor indicator of static fracture roughness at this temperature. At 77 K, a good correlation exists between JIc and Cv. A good correlation is also observed between JIc at 77 K and Cv at 4 K. The results are explained by the large temperature rise during the Charpy rest. Further evidence of the temperature rise is the marginal change in Cv between 4 and 77 K and the disparity in fracture modes between Charpy and fracture mechanics specimens. For c stainless steels, Cv changed little from 4 to 77 K whereas JIc increased significantly. For ferritic steels, Cv increased in proportion to JIc from 4 to 77 K. Especially in steels with low nickel contents, fracture surfaces of Charpy specimens revealed higher ductility than those of fracture mechanics test specimens. The results qualitatively support the predicted temperature rises to 130 and 150 K for crack initiation during Charpy tests at 4 and 77 K, respectively. Due to a wide variation in roughness response to temperature rise, the Cv-based regulatory criteria developed for one group of alloys will have no validity when applied to another group. Therefore the Charpy test near absolute zero should not be regarded as a measure of the static fracture resistance. Alternative simplified methods of cryogenic fracture toughness are suggested. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCorrelations. =650 \0$aLoading rate. =650 \0$aLiquid helium. =650 \0$aAdiabatic heat. =650 \0$aCryogenic test. =650 \0$aTest standards. =650 \0$aLiquid nitrogen. =650 \0$aCharpy impact test. =650 \0$aFracture toughness. =650 \0$aIron-nickel alloys. =650 \0$aStructural materials. =650 \0$aMechanical properties. =650 \0$aFracture mechanics. =650 14$aAdiabatic heat. =650 24$aCharpy impact test. =650 24$aCorrelations. =650 24$aCryogenic test. =650 24$aFracture toughness. =650 24$aIron-nickel alloys. =650 24$aLiquid helium. =650 24$aLiquid nitrogen. =650 24$aLoading rate. =650 24$aMechanical properties. =650 24$aStructural materials. =650 24$aTest standards. =700 1\$aMorra, MM.,$eauthor. =700 1\$aBallinger, RG.,$eauthor. =700 1\$aNakajima, H.,$eauthor. =700 1\$aShimamoto, S.,$eauthor. =700 1\$aTobler, RL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11720J.htm =LDR 03091nab a2200601 i 4500 =001 JTE11724J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11724J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11724J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aGyekenyesi, JZ.,$eauthor. =245 13$aAn Evaluation of Strain Measuring Devices for Ceramic Composites /$cJZ. Gyekenyesi, PA. Bartolotta. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aA series of tensile tests were conducted on SiC RBSN composites using different methods of strain measurement. The tests were used to find the optimum strain sensing device for use with continuous fiber reinforced ceramic matrix composites in ambient and high temperature environments. Bonded resistance strain gages were found to offer excellent performance for room temperature tests. The clip-on gage offers the same performance but significantly less time is required for mounting it to the specimen. Low contact force extensometers track the strain with acceptable results at high specimen temperatures. Silicon carbide rods with knife edges are preferred. The edges must be kept sharp. The strain measuring devices should be mounted on the flat side of the specimen. This is in contrast to mounting on the rough thickness side. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTensile testing. =650 \0$aHigh temperature. =650 \0$aStrain measurement. =650 \0$aSilicon carbide fibers. =650 \0$aSilicon nitride matrix. =650 \0$aCeramic matrix composites. =650 \0$aFiber-reinforced ceramics. =650 \0$aHeat resistant materials. =650 \0$aCeramic engineering. =650 \0$aCeramic materials. =650 \0$aClay soils. =650 14$aCeramic matrix composites. =650 24$aTensile testing. =650 24$aHigh temperature. =650 24$aStrain measurement. =650 24$aSilicon carbide fibers. =650 24$aSilicon nitride matrix. =700 1\$aBartolotta, PA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11724J.htm =LDR 02594nab a2200505 i 4500 =001 JTE11719J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11719J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11719J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aYin, XC.,$eauthor. =245 10$aNew Formulae for Determining Fracture Toughness of a Wide Range of Different Materials with Chevron-Notched Short-Rod and Short-Bar Specimens /$cXC. Yin, TG. Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aNew formulae are presented to re-evaluate plain strain fracture toughness of brittle and ductile materials from previous works on chevron-notched specimens. The fracture toughness KIm from the new formulae agree with values of KIC from ASTM specimens. The KIm measurements are successful in tests of tough aluminum when the fracture toughness exceeds 40 MPa . m1 2 and steel 20G with the plasticity factor p approach 1. It is found that the valid specimen size could be smaller than 1.25(KIC/?S)2 for aluminum alloys, and even less than 0.1(KIC/?S) for steel 20G when the KIm formulae are used. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBrittle materials. =650 \0$aDuctile materials. =650 \0$aFracture toughness. =650 \0$aChevron-notched specimens. =650 \0$aFracture mechanics. =650 14$aFracture toughness. =650 24$aChevron-notched specimens. =650 24$aBrittle materials. =650 24$aDuctile materials. =700 1\$aChen, TG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11719J.htm =LDR 02650nab a2200481 i 4500 =001 JTE11726J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11726J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11726J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRD563 =082 04$a617.5/85$223 =100 1\$aRossi, WA.,$eauthor. =245 10$aPodometrics :$bA New Methodology for Foot Typing /$cWA. Rossi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aPodometrics is an original and innovative system to establish cartographical and geometrical parameters for the human foot: a methodology for "mapping" the foot to determine foot types by anthropometrical classification. A methodology has long been evasive because of the challenging complexities of the foot with its unique shapes, components and many converging contours and angles. Foot typing efforts to date have not been particularly productive or effective because the emphasis has been mostly on external features rather than on both internal and external features; and also because the main focus has been on numerical measurement data rather than geometrical design. Further, foot typing has often included both structural and functional features, which sometimes tend to be conflicting and confusing by intermixing structural and functional types. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFoot types. =650 \0$aPodometrics. =650 \0$aAnthropodometrical. =650 \0$aFoot$xDiseases. =650 \0$aDiabetes$xComplications. =650 14$aPodometrics. =650 24$aFoot types. =650 24$aAnthropodometrical. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11726J.htm =LDR 03105nab a2200553 i 4500 =001 JTE11727J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11727J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11727J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.52 =082 04$a620.1/1296$223 =100 1\$aUnderwood, JH.,$eauthor. =245 10$aCharacterization of Early and Modern Wire for an Italian Harpsichord /$cJH. Underwood, W. Burr, AA. Kapusta, CA. Rickard. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThe characterization of early and modern harpsichord wire is described, part of the musical restoration of a 1610 Italian harpsichord. Three sizes of brass wire believed to the original strings of the harpsichord and one type of steel wire also found with the instrument were characterized using a variety of metallographic tests. Three similar sizes of modern brass wire used in the restoration of the instrument were also characterized and compared with the early wire. Microhardness and microstructure were evaluated using optical microscopy, and the overall and surface appearances and chemical constituents of the wires were determined using scanning electron microscopy. Microhardness results were used to obtain estimates of tensile strength of the wires. Various aspects of the results were discussed in relation to three time periods of the instrument: the early 1600s when it was crafted, the late 1800s when it may have been fraudulently repressented as a mid-1500s instrument, and its corrent use as a restored instrument. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBrass wire. =650 \0$aHarpsichord. =650 \0$aMicrohardness. =650 \0$aMicrostructure. =650 \0$aMusical instrument. =650 \0$aMaterials$xThermal properties. =650 14$aBrass wire. =650 24$aHarpsichord. =650 24$aMusical instrument. =650 24$aMicrohardness. =650 24$aMicrostructure. =700 1\$aBurr, W.,$eauthor. =700 1\$aKapusta, AA.,$eauthor. =700 1\$aRickard, CA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11727J.htm =LDR 02551nab a2200493 i 4500 =001 JTE11725J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11725J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11725J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK1076 =082 04$a621.1/99$223 =100 1\$aImbert, C.,$eauthor. =245 10$aMagnetic Particle Testing of Turbine Blades Mounted on the Turbine Rotor Shaft /$cC. Imbert, K. Rampersad. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aTurbines constitute some of the most critical elements in such things as aircraft engines and power generating plants where breakdowns can be catastrophic. Preventive maintenance is therefore vital in such situations. Non-Destructive Evaluation (NDE) plays a significant role in such maintenance programmes. Turbine blade failure can occur without warning and with disastrous results. Such failures are, for the most part, caused by cracks or less frequently, by inclusions. Such defects are readily detected by NDE techniques such as magnetic particle inspection (MPI) if they are on or near the surface and accessible, which is the case in turbine blades. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTurbines. =650 \0$aTurbine blades. =650 \0$aTurbine rotor shafts. =650 \0$aGasturbine powerplants. =650 14$aTurbines. =650 24$aMagnetic particle inspection. =650 24$aTurbine rotor shafts. =650 24$aTurbine blades. =700 1\$aRampersad, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11725J.htm =LDR 03334nab a2200661 i 4500 =001 JTE11723J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11723J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11723J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519.2/4$223 =100 1\$aShelleman, DL.,$eauthor. =245 10$aHigh Temperature Tube Burst Test Apparatus /$cDL. Shelleman, OM. Jadaan, DP. Butt, RE. Tressler, JR. Hellmann, JJ. Mecholsky. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aThe design and construction of a high temperature tube burst test apparatus is described. The apparatus consists of an internally heated ceramic tube specimen, internal O-ring pressure seals, water-cooled end caps, steel end plates, and an explosion-resistant steel test chamber. The ceramic tube specimen floats freely on the internal O-ring seal, thus avoiding axial stresses due to end constraints and/or axial thermal expansion. The apparatus is capable of obtaining test temperatures up to 1400°C, pressures to 68.9 MPa (10 000 psi), and capturing tube fragments in a "witness shield" for fractographic analysis. The use of the apparatus is demonstrated by relating strengths measured for 660 mm (26 in.) long by 44 mm (1.75 in.) diameter SiC tubes to the strength distribution of O-ring and C-ring specimens tested at 1200°C using Weibull statistics to scale the specimen sizes. Advantages and disadvantages of the tube burst test apparatus are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTubes. =650 \0$aBurst test. =650 \0$aHoop stress. =650 \0$aPressure seal. =650 \0$aEffective area. =650 \0$aWeibull modulus. =650 \0$aThermal stresses. =650 \0$aWeibull statistics. =650 \0$aWeibull distribution. =650 14$aTubes. =650 24$aBurst test. =650 24$aSiliconized silicon carbide. =650 24$aWeibull statistics. =650 24$aPressure seal. =650 24$aEffective area. =650 24$aWeibull modulus. =650 24$aThermal stresses. =650 24$aHoop stress. =700 1\$aJadaan, OM.,$eauthor. =700 1\$aButt, DP.,$eauthor. =700 1\$aTressler, RE.,$eauthor. =700 1\$aHellmann, JR.,$eauthor. =700 1\$aMecholsky, JJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11723J.htm =LDR 02652nab a2200493 i 4500 =001 JTE11721J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1992\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11721J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11721J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5415.153 =082 04$a658.5$223 =100 1\$aScott, CT.,$eauthor. =245 10$aFracture Testing Wood Adhesives with Composite Cantilever Beams /$cCT. Scott, BH. River, JA. Koutsky. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1992. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA new approach to evaluating wood-adhesive joints is being used by the Wood Adhesives Science and Technology Research Work Unit at the Forest Products Laboratory. This test involves the measurement of adhesive fracture toughness in Mode I cleavage. It is an extension of the contoured double cantilever beam (CDCB) test developed by Mostovoy and others [1] and generally follows the procedures outlined in ASTM D 3433 [2]. Samples are prepared by bonding thin wood laminates to contoured aluminum beams. The addition of a laminate to the aluminum adherends significantly reduces the change in linear compliance with crack surface area (dC/da) of the composite, thereby influencing the calculation of fracture toughness. This effect is established both experimentally and theoretically. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAdhesives. =650 \0$aFracture toughness. =650 \0$aComposites. =650 \0$aComposite materials. =650 14$aFracture toughness. =650 24$aAdhesives. =650 24$aComposites. =700 1\$aRiver, BH.,$eauthor. =700 1\$aKoutsky, JA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 20, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1992$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11721J.htm =LDR 02401nab a2200445 i 4500 =001 JTE11248J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11248J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11248J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA483 =082 04$a620.16$223 =245 00$aCreep and Rupture Tests of Alloy A-286 at Elevated Temperatures. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aA Metal Properties Council (MPC) task group was set up in June 1976 to find solutions to the problem of Alloy A-286 disk failures in the gas turbine industry. The task group submitted a proposal to MPC for a test program to (1) develop the necessary data to make a recommendation to ASTM for consideration of a revised acceptance test in ASTM Specification for Precipitation Hardening Iron Base Superalloys Bars, Forgings, and Forging Stock for High-Temperature Service (A 638), and (2) validate the effectiveness of improving the notch ductility of Alloy A-286 through multiple aging treatment. These creep and rupture tests of Alloy A-286 at elevated temperatures are described in this paper. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aElevated temperatures. =650 \0$aCreep and rupture tests. =650 \0$aAlloys. =650 14$aAlloy A-286. =650 24$aCreep and rupture tests. =650 24$aElevated temperatures. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11248J.htm =LDR 03057nab a2200565 i 4500 =001 JTE11253J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11253J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11253J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH353 =082 04$a578.6 2$223 =100 1\$aCairns, J.,$eauthor. =245 12$aA Provisional Multispecies Toxicity Test Using Indigenous Organisms /$cJ. Cairns, JR. Pratt, BR. Niederlehner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aA multispecies toxicity test is described that uses indigenous microorganisms. The test is suitable for both laboratory and field, is inexpensive, replicates easily, and uses extremely inexpensive materials. An additional advantage is the use of an important ecological rate process as an end point; therefore the test is superior to test using lethality as an end point. The test can be carried out using organisms collected from a site of interest or from a specific ecological resource area. Site-specific or synthetic dilution water may be used. The major drawback is a requirement for significant taxonomic ability. However, more general chemical measures such as ATP biomass, chlorophyll biomass, or heterotrophic index may substitute for species identification. Although this test has been used in a variety of freshwater ecosystems in the United States and has been validated to a limited degree in the People's Republic of China, a wider data base is required before it can be generally used. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aProtozoa. =650 \0$aToxicity. =650 \0$aColonization. =650 \0$aMultispecies. =650 \0$aArtificial substrates. =650 \0$aEvolution. =650 \0$aEnvironmental factors. =650 \0$aAdaptation. =650 14$aMultispecies. =650 24$aToxicity. =650 24$aColonization. =650 24$aArtificial substrates. =650 24$aProtozoa. =700 1\$aPratt, JR.,$eauthor. =700 1\$aNiederlehner, BR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11253J.htm =LDR 03401nab a2200685 i 4500 =001 JTE11249J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11249J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11249J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126$223 =100 1\$aSchmieder, AK.,$eauthor. =245 10$aEffect of Misalignment on the Time to Rupture /$cAK. Schmieder. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThe materials tested were a low-alloy steel in three conditions of heat treatment and a high-alloy steel in two conditions of heat treatment. The heat treatments were chosen to provide specimens with various notch strength ratios. Notch rupture tests of these five materials were made with various degrees of misalignment. When heat treated to attain the highest notch strength ratio, the low-alloy steel showed no significant change in time to rupture for the range of misalignment tested. The corresponding high-alloy steel specimens showed approximately 3% reduction in time to rupture for each 1% increase in bending strain. For the high-alloy steel, the amount of reduction in time to rupture appears to be almost independent of the notch strength ratio. In contrast, the low-alloy steel showed a reduction in time to rupture of approximately one half that of the high-alloy steel at a notch strength value near unity and almost twice that of the high-alloy steel at the lowest notch strength ratio tested. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAxiality. =650 \0$aAlignment. =650 \0$aBending strain. =650 \0$aStress rupture. =650 \0$aPercent bending. =650 \0$aCreep to rupture. =650 \0$aMechanical tests. =650 \0$aNotched specimens. =650 \0$aNotch strength ratio. =650 \0$aStress concentration. =650 \0$aFracture mechanics. =650 \0$aFracture mechanics$xMathematical models. =650 14$aA-193 steel. =650 24$aA-453 steel. =650 24$aMechanical tests. =650 24$aStress rupture. =650 24$aCreep to rupture. =650 24$aNotched specimens. =650 24$aStress concentration. =650 24$aAxiality. =650 24$aAlignment. =650 24$aBending strain. =650 24$aPercent bending. =650 24$aExtensometer (three element) =650 24$aNotch strength ratio. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11249J.htm =LDR 02498nab a2200589 i 4500 =001 JTE11246J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11246J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11246J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96142$223 =100 1\$aCoulon, A.,$eauthor. =245 10$aPlastic Strain Arising from Fatigue Crack Initiation /$cA. Coulon, B. Knosp, H. Saisse. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aOf the methods used for characterizing the plastic zone before and after crack initiation, the best results have been given by extensometry, which makes possible strain measurement in the notch root under monotonic loading, and the observation of deformation bands, which enables the size of the plastic zones in the notch root and at the fissure bottom to be calculated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aNotch root. =650 \0$aMolski's model. =650 \0$aNeuber's model. =650 \0$aPlastic strain. =650 \0$aCrack initiation. =650 \0$aSteel$xMetallography. =650 \0$aSteel$xMetallurgy. =650 14$aFatigue. =650 24$aCrack initiation. =650 24$aPlastic strain. =650 24$aSteel for blading (12% chrome steel) =650 24$aNeuber's model. =650 24$aMolski's model. =650 24$aNotch root. =700 1\$aKnosp, B.,$eauthor. =700 1\$aSaisse, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11246J.htm =LDR 02659nab a2200565 i 4500 =001 JTE11245J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11245J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11245J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA483 =082 04$a620.16$223 =100 1\$aHuang, F-H,$eauthor. =245 10$aJ1c Measurements on Single Subsized Specimens of Ferritic Alloys /$cF-H Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aFracture toughness tests on subsized, circular, compact tension specimens of ferritic alloys were performed at temperatures ranging from -192 to 427°C. Test results for 9Cr-1Mo show that the electropotential single specimen method agrees well with the multiple specimen method in determining the upper shelf J1c. The ductile-brittle transition temperature and lower shelf toughness of HT-9, tested at loading rates of 2.1 x 10-5 and 3.2 x 10-2 m/s. were also determined using the J-integral approach. The size criteria for valid J1c values, for a wide range of test temperatures, were satisfied by the subsized specimen used in this work. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aToughness. =650 \0$aJ-integral. =650 \0$aLoading rate. =650 \0$aFerritic alloys. =650 \0$aCrack propagation. =650 \0$aSubsized specimen. =650 \0$aFracture properties. =650 \0$aAlloys. =650 14$aFracture properties. =650 24$aToughness. =650 24$aJ-integral. =650 24$aSubsized specimen. =650 24$aFerritic alloys. =650 24$aCrack propagation. =650 24$aLoading rate. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11245J.htm =LDR 02321nab a2200505 i 4500 =001 JTE11251J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11251J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11251J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH9565 =082 04$a363.37$223 =100 1\$aHarmathy, TZ.,$eauthor. =245 10$aCorrection of the Results of Standard Fire Resistance Tests /$cTZ. Harmathy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThe ASTM Method for Fire Tests of Building Construction and Materials (E 119) empirical formula for correcting the results of fire resistance tests is examined in the light of the normalized heat load concept. The formula, on the whole, does not contradict theoretical conclusions, but its accuracy is questionable. Under practical conditions the corrections is not expected to amount to more than a few minutes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCorrection formula. =650 \0$aFire resistance test. =650 \0$aNormalized heat load. =650 \0$aSteel. =650 \0$aFiresafety. =650 \0$aBuilding construction. =650 14$aCorrection formula. =650 24$aFire resistance test. =650 24$aFurnace-temperature-time curve. =650 24$aNormalized heat load. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11251J.htm =LDR 02347nab a2200517 i 4500 =001 JTE11250J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11250J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11250J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aTobler, RL.,$eauthor. =245 10$aDesign and Performance of a Ring-Shaped Clip Gage for Fracture Mechanics Testing /$cRL. Tobler, JA. Shepic. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aA ring-shaped clip-on displacement gage for fracture mechanics testing is described. The novel design of this gage offers superior sensitivity and operating conveniences compared with the conventional double-cantilever beam type gage referenced in ASTM fracture test standards. The construction of ring gages for room temperature and cryogenic applications is discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrain gages. =650 \0$aMaterials testing. =650 \0$aDisplacement gages. =650 \0$aCryogenic instruments. =650 \0$aStructural dynamics. =650 14$aCryogenic instruments. =650 24$aDisplacement gages. =650 24$aFracture mechanics testing. =650 24$aMaterials testing. =650 24$aStrain gages. =700 1\$aShepic, JA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11250J.htm =LDR 02630nab a2200565 i 4500 =001 JTE11254J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11254J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11254J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA473 =082 04$a620.1/76$223 =100 1\$aHart, RR.,$eauthor. =245 10$aImproving Bend and Tensile Yield Strengths of Metallic Strip by Reducing the Effects of Residual Stresses /$cRR. Hart. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aA process is described for removing the detrimental effects of residual stresses in cold-rolled alloys without heat treatment. The process consists of reverse bending the strip over a small diameter cylinder such that the plastic tensile strain at the outer fibers exceeds several percent. The bending yield strength of an AISI Type 301 stainless steel was increased over 80% by the procedure. Subsequent low temperature heat treatments resulted in further improvements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMetals. =650 \0$aMetals processing. =650 \0$aResidual stresses. =650 \0$aStainless steel strip. =650 \0$aBending yield strength. =650 \0$aTensile yield strength. =650 \0$aSteel$xFatigue. =650 \0$aResidualstresses$vHandbooks, manuals, etc. =650 14$aMechanical properties of metallic strip. =650 24$aStainless steel strip. =650 24$aTensile yield strength. =650 24$aBending yield strength. =650 24$aMetals. =650 24$aResidual stresses. =650 24$aMetals processing. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11254J.htm =LDR 03404nab a2200481 i 4500 =001 JTE11244J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11244J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11244J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.A6 =082 04$a620.1/86$223 =100 1\$aBaxter, WJ.,$eauthor. =245 10$aOptimization of the Gel Electrode for Repeatable Imaging of Fatigue Cracks in Aluminum Alloys /$cWJ. Baxter. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThe gel electrode method of detecting and imaging very small fatigue cracks in aluminum alloys provides the basis for a more rapid evaluation of fatigue performance and offers the convenience of periodic inspections during a test to monitor the initiation and growth of cracks. However, repetitive imaging of fatigue cracks can yield images with successively weaker contrast. This problem can be avoided by the correct selection of the operating parameters. This report describes the influence of various parameters on the spatial resolution and repeatability of the image. The spatial resolution is increased by increasing the starch concentration and reducing the charge flow. To obtain repeatable images the pulse duration (and charge) must be adjusted to balance the effects of the processes of passivation and corrosion. Sodium borate, which was previously included as an electrochemical buffer, should be omitted because it promotes too much passivation. Increasing the concentration of potassium iodide deters passivation so that images can be obtained repeatably with a shorter voltage pulse, less charge, and better spatial resolution. A compromise must be made between the spatial resolution and the visibility of the image. For routine inspection of components a highly visible image can be obtained with a gel electrode containing 0.06 M potassium iodide (KI) and 0.2 M starch upon application of a 10 V, 50 ms pulse. This combination yields repeatable images of cracks in aluminum alloys, with a spatial resolution ? 6 x 10-2 mm. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue cracks. =650 \0$aAluminum alloys. =650 \0$aGel electrode imaging. =650 \0$aAluminumalloys. =650 \0$aMetals$xHeat treatment. =650 14$aGel electrode imaging. =650 24$aFatigue cracks. =650 24$aAluminum alloys. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11244J.htm =LDR 02665nab a2200661 i 4500 =001 JTE11252J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11252J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11252J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA357.5.V56 =082 04$a532/.0533$223 =100 1\$aJohnston, PR.,$eauthor. =245 10$aFluid Filter Media :$bMeasuring the Average Pore Size and the Pore-Size Distribution, and Correlation with Results of Filtration Tests /$cPR. Johnston. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThis paper discusses permeability (fluid flow) as a function of porosity (void volume) and average pore size, the most probable pore-size distribution, alternative meanings of average pore size, and how these measurements correlate with results of separate filtration tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPorosity. =650 \0$aPore size. =650 \0$aFluid flow. =650 \0$aViscous flow. =650 \0$aFluid filters. =650 \0$aInertial flow. =650 \0$aFriction factor. =650 \0$aReynolds number. =650 \0$aFiltration efficiency. =650 \0$aLog-normal distribution. =650 \0$aAeronautics. =650 \0$aFinite element method. =650 14$aFluid filters. =650 24$aPorosity. =650 24$aPore size. =650 24$aFluid flow. =650 24$aReynolds number. =650 24$aFriction factor. =650 24$aViscous flow. =650 24$aInertial flow. =650 24$aLog-normal distribution. =650 24$aMost probable pore-size distribution. =650 24$aFiltration efficiency. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11252J.htm =LDR 02398nab a2200517 i 4500 =001 JTE11247J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1985\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11247J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11247J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aBaratta, FI.,$eauthor. =245 10$aStress Intensity Factors for Notched Configurations /$cFI. Baratta. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1985. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aA method is presented for approximating stress intensity factors for notched-configurations without cracks. It is expected that estimates obtained from such analyses, which are outlined in the text and detailed in the Appendix, should be useful in estimating the failure load in a notched structure behaving in an idealized elastic manner. Additionally, this approach will allow an estimate of the magnitude of load required to precrack fracture toughness specimens having crack starter notches. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aU-notches. =650 \0$aV-notches. =650 \0$aCentral slots. =650 \0$aFracture mechanics. =650 \0$aStress intensity factors. =650 \0$aStructural dynamics. =650 14$aStress intensity factors. =650 24$aFracture mechanics. =650 24$aV-notches. =650 24$aU-notches. =650 24$aCentral slots. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 13, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1985$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11247J.htm =LDR 03064nab a2200673 i 4500 =001 JTE10681J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10681J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10681J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620.11$223 =100 1\$aLiaw, PK.,$eauthor. =245 12$aA New Transducer to Monitor Fatigue Crack Propagation /$cPK. Liaw, H-R Hartmann, WA. Logsdon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aA sputter deposition technique has been successfully used to fuse atomically a high-temperature DC transducer, in the form of a thin film Krak-Gage®, directly onto a test specimen for developing fatigue crack propagation rate data. The rates of fatigue crack growth measured by this technique are in good agreement with those measured by the compliance method at 288 and 427°C (550 and 800°F). The data acquisition and analysis are automated by interfacing with a computer, which saves costly labor associated with fatigue crack growth tests. This new development, based on thin film sputtering technology, is expected to enable researchers to conduct fatigue and fracture mechanics testing in various adverse high-temperature environments. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aComputer. =650 \0$aFracture. =650 \0$aMechanics. =650 \0$aThin film. =650 \0$aDeposition. =650 \0$aSputtering. =650 \0$aTransducer. =650 \0$aHigh temperature. =650 \0$aCrack propagation. =650 \0$aFatigue (materials) =650 \0$aMetals$xFatigue. =650 \0$aMetals$xEffect of high temperatures on. =650 14$aFatigue (materials) =650 24$aCrack propagation. =650 24$aSputtering. =650 24$aThin film. =650 24$aComputer. =650 24$aHigh temperature. =650 24$aDeposition. =650 24$aTransducer. =650 24$aFracture. =650 24$aMechanics. =700 1\$aHartmann, H-R,$eauthor. =700 1\$aLogsdon, WA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10681J.htm =LDR 03402nab a2200565 i 4500 =001 JTE10682J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10682J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10682J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA645 =082 04$a624.1/7$223 =100 1\$aJindal, UC.,$eauthor. =245 10$aOn the Yield Loads of Plates with Array of Holes /$cUC. Jindal, ML. Mandal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aScientific and technical literature is full of research papers on the investigations of stress concentrations around holes and rows of holes in plates. All these stress concentrations have been determined in specimens where the stresses and strains away from the holes are well within the elastic limit of the material. Yet literature on the load bearing capacities up to yield point of plates with holes is not available. It is of academic and practical importance to determine the yield load of a machine component with holes, as yield load may be the criterion of failure for ductile materials. In the present work, yield loads of mild steel plates with one, three, five, and nine holes in different combinations and orientations have been determined experimentally using an Instron universal testing machine. The yield loads of these specimens were very close to the yield loads of the specimens without holes. It was further observed that for up to a 30% reduction in area in the critical section (along which final fracture takes place), the yield load remains the same. Specimens with a single hole were also studied under moderately dynamic strains, up to a strain rate of 0.42/min. It was observed that yield load and yield point elongation increased with increasing strain rate. This showed that a hole in the specimen has negligible effect on these properties of the specimen. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTests. =650 \0$aKeyways. =650 \0$aStrains. =650 \0$aStresses. =650 \0$aFlat plate models. =650 \0$aStress concentration. =650 \0$aStrains and stresses. =650 \0$aStructural analysis (Engineering) =650 14$aStress concentration. =650 24$aStresses. =650 24$aStrains. =650 24$aFlat plate models. =650 24$aKeyways. =650 24$aTests. =700 1\$aMandal, ML.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10682J.htm =LDR 02589nab a2200577 i 4500 =001 JTE10683J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10683J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10683J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA684 =082 04$a624.1/821$223 =100 1\$aMatthews, JR.,$eauthor. =245 10$aJIc Measurement Point Determination for HY130, CMS-9, and Inconel Alloy 718 /$cJR. Matthews, GD. West. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aDetermination of the elastic-plastic fracture toughness for three medium strength materials of varying ductility has been carried out. The materials in order of decreasing ductility are HY130 steel, CMS-9 steel, and Inconel Alloy 718. A survey of measurement-point techniques for JIc has been incorporated in the study to evaluate the effect of ductility on the determination of the elastic-plastic fracture parameter and subsequent estimation of the elastic fracture toughness KIc. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHY130. =650 \0$aDuctility. =650 \0$aJ integral. =650 \0$aMeasurement point. =650 \0$aElastic properties. =650 \0$aFracture properties. =650 \0$aBuilding, Iron and steel. =650 \0$aSteel, Structural$xDuctility. =650 \0$aStructural design. =650 14$aElastic properties. =650 24$aFracture properties. =650 24$aDuctility. =650 24$aMeasurement point. =650 24$aHY130. =650 24$aJ integral. =700 1\$aWest, GD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10683J.htm =LDR 03449nab a2200565 i 4500 =001 JTE10680J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10680J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10680J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620.11$223 =100 1\$aNishijima, S.,$eauthor. =245 13$aAn Improved Method for Threshold Fatigue Crack Propagation Testing on an Electromagnetic Resonance Type Machine /$cS. Nishijima, S. Matsuoka, S. Ohtsubo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aAn improved technique of fatigue crack propagation testing is proposed for the determination of threshold stress intensity range ?Kth using an electromagnetic resonance type testing system. A special device is used to compensate for the change of specimen compliance during the test. It is composed of a set of traverses mutually hinged at one end between which an elastic body and a specimen are mounted in parallel, respectively, at predetermined distances from the hinge, so that the resultant composite compliance of the device is designed to be practically insensitive to the change of specimen compliance. A series of ?Kth measurements was performed at various load ratios for six steels of various strength levels, using small compact type (CT) specimens of 25 mm width and 5 mm thickness, under combined control modes of the applied load and the backface strain of the specimen. The use of the compliance stabilizing device improved markedly the controlling stability of the testing machine and facilitated the determination of ?Kth value under autodecreasing ?K conditions at high load ratios. The obtained ?Kth values from the experiments were in excellent agreement with those found in the literature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBackface strain. =650 \0$aCrack propagation. =650 \0$aFatigue (materials) =650 \0$aAuto-decreasing K tests. =650 \0$aMetals$xFatigue. =650 \0$aMetals$xEffect of high temperatures on. =650 14$aFatigue (materials) =650 24$aCrack propagation. =650 24$aThreshold stress intensity factor. =650 24$aAuto-decreasing K tests. =650 24$aBackface strain. =650 24$aCompliance stabilizing device. =650 24$aElectromagnetic resonance type machine. =700 1\$aMatsuoka, S.,$eauthor. =700 1\$aOhtsubo, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10680J.htm =LDR 02507nab a2200577 i 4500 =001 JTE10679J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10679J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10679J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.16 =082 04$a620.1/126$223 =100 1\$aMosley, K.,$eauthor. =245 10$aStressing for Test Purposes of Materials in Tubular Form Using Elastomeric Inserts-Practical Testing Procedures /$cK. Mosley. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThis paper describes mainly the practical aspects of a simple and rapid method of elastic hoop stressing materials in tubular form using elastomeric inserts. The method can be used for stressing to required limits, for testing to fracture, or for obtaining yield loads. It is extremely suitable for the testing of brittle materials. Stress equations and insert specimen coefficients of friction are given in the appendixes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTests. =650 \0$aTubes. =650 \0$aStressing. =650 \0$aPressurizing. =650 \0$aElastomeric inserts. =650 \0$aPractical procedures. =650 \0$aBrittleness. =650 \0$aFracture mechanics. =650 \0$aGlass$xFracture. =650 14$aPressurizing. =650 24$aStressing. =650 24$aTubes. =650 24$aTests. =650 24$aElastomeric inserts. =650 24$aBrittleness. =650 24$aPractical procedures. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10679J.htm =LDR 03254nab a2200649 i 4500 =001 JTE10678J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10678J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10678J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96142$223 =100 1\$aHollstein, T.,$eauthor. =245 10$aNumerical Analysis of Ductile Fracture Experiments Using Single-Edge Notched Tension Specimens /$cT. Hollstein, W. Schmitt, JG. Blauel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aThe elastic compliance C and the J-integral are investigated for single-edge notched tension specimens. The parameters are discussed with respect to crack length, thickness of specimen, load level, stress state, and loading system. Test results for a structural steel St E 460 (nickel-vanadium) at room temperature are presented together with two- and three-dimensional finite element calculations for some of these specimens. The overall specimen behavior including J for the 10-mm-thick specimens is reproduced by a plane stress model. Even the 40-mm-thick specimens are better modelled in plane stress than in plane strain. The strong influence of the angular stiffness of the loading system on the specimen behavior is demonstrated. For the experimental arrangement used in this study a single-specimen estimation procedure is developed to calculate J from the work done on the specimen. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTests. =650 \0$aSteels. =650 \0$aJ-integral. =650 \0$aElastic compliance. =650 \0$aLoading conditions. =650 \0$aNumerical analysis. =650 \0$aFractures (materials) =650 \0$aFinite element analysis. =650 \0$aSteel. =650 \0$aSteel$xMetallurgy. =650 \0$aSteel$xMetallography. =650 14$aFractures (materials) =650 24$aSteels. =650 24$aNumerical analysis. =650 24$aTests. =650 24$aSingle-edge notched tension specimen. =650 24$aElastic compliance. =650 24$aJ-integral. =650 24$aLoading conditions. =650 24$aFinite element analysis. =700 1\$aSchmitt, W.,$eauthor. =700 1\$aBlauel, JG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10678J.htm =LDR 03018nab a2200517 i 4500 =001 JTE10684J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10684J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10684J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC274 =082 04$a536/.52$223 =100 1\$aPollock, DD.,$eauthor. =245 10$aShort-Range Ordering in Nickel-Chromium Thermocouple Alloys /$cDD. Pollock. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aA short-range, lattice-ordering mechanism has been used extensively to explain the anomalous thermoelectric properties of such alloys as Chromel® and Nicrosil®. This concept appears to have had its origin in early crystallographic work that postulated this mechanism to explain experimentally observed changes in the relative electrical resistance of nickel-chromium alloys. Later crystallographic work, confirmed by several additional investigators, shows no evidence for the existence of short-range order in nickel-chromium alloys containing less than 25 At % Cr. Other investigators, reviewing the short-term thermoelectric deviations of these alloys, describe this mechanism as "much circumstantial evidence of a hypothesis that the short-term emf changes are due to short-range ordering in the Ni-Cr atomic structure of the Type KP thermoelement." Since short-range ordering has not been established as being responsible for the thermoelectric properties of nickel-chromium alloys, this mechanism may not arbitrarily be considered as the sole rationale for their behaviors. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aClustering. =650 \0$aShort-range ordering. =650 \0$aNickel-chromium alloys. =650 \0$aThermocouples. =650 \0$aTemperature measurements. =650 \0$aThermoelement. =650 14$aNickel-chromium alloys. =650 24$aClustering. =650 24$aThermocouples. =650 24$aShort-range ordering. =650 24$aThermoelectric instability. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10684J.htm =LDR 03208nab a2200697 i 4500 =001 JTE10677J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10677J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10677J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH212.E4 =082 04$a570.28/25$223 =100 1\$aMcDonald, MM.,$eauthor. =245 10$aFractographic Examination in the Scanning Electron Microscope as a Tool in Evaluating Through-Thickness Tension Test Results /$cMM. McDonald, DC. Ludwigson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe through-thickness tension test is used to assess resistance to lamellar tearing. Observed through-thickness reduction-of-area (TTRA) values are usually well above the 20% minimum specification level in steels produced for lamellar-tearing-resistant applications. Low TTRA values, when encountered, indicate susceptibility to lamellar tearing but provide little indication of the source of premature fracture. Fractographic examination, especially with the scanning electron microscope, provides information about the origins of low ductility. Sources of premature fracture discussed herein are indigenous inclusions, exogenous inclusions, occluded hydrogen, undissolved alloy additions, and solidification microvoids. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFisheye. =650 \0$aInclusions. =650 \0$aMicrovoids. =650 \0$aFractography. =650 \0$aFracture mode. =650 \0$aTension tests. =650 \0$aAlloy additions. =650 \0$aLamellar tearing. =650 \0$aOccluded hydrogen. =650 \0$aThrough-thickness. =650 \0$aElectron microscopy. =650 \0$aHyperspace. =650 \0$aSpace and time. =650 14$aFractography. =650 24$aTension tests. =650 24$aInclusions. =650 24$aThrough-thickness. =650 24$aFracture mode. =650 24$aMicrovoids. =650 24$aAlloy additions. =650 24$aLamellar tearing. =650 24$aScanning electron microscopy. =650 24$aEnergy dispersive X-ray analysis. =650 24$aOccluded hydrogen. =650 24$aFisheye. =700 1\$aLudwigson, DC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10677J.htm =LDR 03094nab a2200517 i 4500 =001 JTE20150203 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150203$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150203$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA706 =082 04$a624.15$223 =100 1\$aLiu, S.-Q.,$eauthor. =245 10$aPrevention of Mine-Shaft Failure by Aquifer Replenishment /$cS.-Q. Liu, Y.-X. Jie, Y.-C. Xu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aOver 100 mine shaft failures have occurred in coal mines of the Huang-Huai region of China over the last three decades. While traditional treatment measures are time-consuming and typically require re-application, the approach of maintaining the water level during mining is a promising technique, first employed in 2011 in the Jisan coal mine by injecting groundwater into the aquifer. In this study, this approach has been improved upon and applied to the Dongtan coal mine. The water level in the middle and lower lithological groups was maintained by replenishing water from the upper group. The water replenishment operation was implemented on November 22, 2012; monitoring indicated relief of compressive strain in the shaft wall, suggesting the efficacy of this treatment method. The number of coal mine shafts, either built or under construction, has reached several hundred in the Huang-Huai region, most of which have an alluvium structure similar to the Jisan and Dongtan coal mines. Therefore, the results of this study have the potential for common use in engineering methods to avoid potential shaft damage or failure, as well as the long-term treatment of already fractured shafts. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShaft. =650 \0$aFailure. =650 \0$aCoal mine. =650 \0$aWater replenishment. =650 \0$aRock mechanics. =650 14$aCoal mine. =650 24$aShaft. =650 24$aFailure. =650 24$aWater replenishment. =700 1\$aJie, Y.-X.,$eauthor. =700 1\$aXu, Y.-C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150203.htm =LDR 03823nab a2200577 i 4500 =001 JTE20140422 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140422$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140422$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5415.153 =082 04$a658.5$223 =100 1\$aZhang, Bin,$eauthor. =245 10$aField Tests of Cement Fly-Ash Steel-Slag Pile Composite Foundation /$cBin Zhang, Shuai Cui, Zhen Liu, Fan Feng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b35 =520 3\$aSteel slag is one of the main waste materials in the steelmaking process. As a result, a tremendous amount of steel slag is produced and deposited into storing yards every year. Recycling of the abandoned steel slag is of great environmental and economic value. This study investigates the usage of steel-slag concrete with fly ash as a kind of composite foundation pile material, which can be applied to multi-pile composition foundations for ground improvement involving different pile types. The micromorphology of the concrete, which uses steel slag as aggregate, is analyzed using scanning electron microscopy (SEM). The bearing characteristics of cement fly-ash steel-slag pile (CFS pile) composite foundations are investigated via field load tests, including settlement of the foundation base, horizontal displacement at different depths, distribution of vertical stress increase of the composite foundation, and stress increase of the soil around the pile hole. In addition, the effect of soil squeezing caused by the construction of a CFS pile is studied. To accomplish this, the variation in the increase in stress of the foundation at different distances in the horizontal direction is measured. The results suggest that the usage of steel slag as an aggregate can effectively satisfy the strength requirement of the pile. CFS pile composite foundations have the advantages of high bearing capacity, small settlement deformation, and limited horizontal deformation. This study demonstrates the potential usage of steel slag as aggregate in pile composite foundations, which can bring significant economic and environmental benefits. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMicrostructure. =650 \0$aField load test. =650 \0$aComposite foundation. =650 \0$aSoil squeezing effect. =650 \0$aBearing characteristics. =650 \0$aComposites. =650 \0$aComposite materials. =650 14$aCement fly-ash steel-slag pile. =650 24$aMicrostructure. =650 24$aComposite foundation. =650 24$aBearing characteristics. =650 24$aField load test. =650 24$aSoil squeezing effect. =700 1\$aCui, Shuai,$eauthor. =700 1\$aLiu, Zhen,$eauthor. =700 1\$aFeng, Fan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140422.htm =LDR 02394nab a2200457 i 4500 =001 JTE20150506 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150506$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150506$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519.2/2$223 =100 1\$aRoozegar, Rasool,$eauthor. =245 14$aThe Quadratic Hazard Rate Power Series Distribution /$cRasool Roozegar, Saralees Nadarajah. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aOkasa et al. (Okasha, H. M., Kayid, M., Abouammoh, M. A., and Elbatal, I., "A New Family of Quadratic Hazard Rate Geometric Distributions with Reliability Applications," J Test. Eval., Volume 44, No. 5, 2015, JTE20150116 [DOI: 10.1520/JTE20150116] introduced the novel quadratic hazard rate geometric distribution. Here, we introduced a generalization containing Okasha et al.'s distribution as a particular case. The generalization was shown to be more flexible by reanalyzing the real data set in Okasha et al. and another real data set. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPower series distribution. =650 \0$aMaximum likelihood estimation. =650 14$aMaximum likelihood estimation. =650 24$aPower series distribution. =650 24$aQuadratic hazard rate distribution. =700 1\$aNadarajah, Saralees,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150506.htm =LDR 03250nab a2200493 i 4500 =001 JTE20150509 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150509$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150509$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ808.3 =082 04$a333.79$223 =100 1\$aRamakrishnan, C.,$eauthor. =245 10$aPerformance Analysis of Voltage-Stateless Controller for Renewable-Energy-Supported Shunt-Active Power Filter /$cC. Ramakrishnan, S. Vijayan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aThe shunt-active power filter (APF) is one of the most efficient solutions to power-quality issues. The topology has a parallel, connected voltage-source inverter, which offers compensation for current-based disturbances. The effectiveness of compensation is influenced by the control technique employed. Moreover, the controller decides the required quantity of sensors and measurement practices; therefore, it decides related costs. This study uses a second-order generalized integrator (SOGI) to extract the reference current of shunt APF. The proposed strategy uses only measuring of the converter and load currents, thereby does not require voltage measurement and sensors. The proposed topology uses the photovoltaic (PV) energy with an energy-storage unit to generally meet the active power requirement of the utility grid and provides the sustainable compensation of current disturbances and voltage interruption of the three-phase distribution system. The PV-supported shunt APF, tested with different types of loads, can evaluate the performance of the system under steady-state and dynamic conditions. To confirm the efficiency of the proposed controller for PV-supported shunt APF, the simulation and experimental results are presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aVoltage-source inverter. =650 \0$aPhotovoltaic System. =650 \0$aShunt-active power filter. =650 14$aPhotovoltaic system. =650 24$aSecond-order generalized integrator. =650 24$aShunt-active power filter. =650 24$aVoltage-source inverter. =650 24$aTotal harmonic distortion. =700 1\$aVijayan, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150509.htm =LDR 02591nab a2200481 i 4500 =001 JTE20150485 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150485$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150485$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA279 =082 04$a519.5/38$223 =100 1\$aZanevskyy, I.,$eauthor. =245 10$aIntraclass Correlation Test-Score Reliability of a Single Trial /$cI. Zanevskyy, L. Zanevska. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThe aim of the research was to improve a method of estimation of test-score reliability of a single trial.The hypothetical correlation between the first trial and a trial on other occasions assuming no learning or fatigue effects was determined.It was shown that a valuation of the single measure test reliability using an intraclass correlation coefficient may show an understated assessment because trends in the repeated trials caused by combination of fatigue and training effects.A method of elimination of systematic changes in repeated trials based on linear regression was proposed.In a numerical example, elimination of these trends resulted in an improvement of assessment of the test score reliability from a near acceptable level (0.785) as ICC (3,1) to an acceptable level (0.803) as ICC (1,1) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModel. =650 \0$aReliability. =650 \0$aANOVA. =650 14$aTest. =650 24$aReliability. =650 24$aModel. =650 24$aANOVA. =700 1\$aZanevska, L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150485.htm =LDR 03972nab a2200517 i 4500 =001 JTE20160079 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160079$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160079$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP325 =082 04$a628.5/32$223 =100 1\$aRiley, J. T.,$eauthor. =245 10$aAnalysis of FGD Solids With a Macro TGA System /$cJ. T. Riley, M. Marsh, D. Lawrenz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThermogravimetric analysis (TGA) is an analytical technique in which changes in physical and chemical properties of materials are measured as a function of temperature and/or time. TGA is commonly used to determine selected characteristics of materials that exhibit either mass loss, or gain, because of decomposition, oxidation, or loss of volatile material, such as moisture. Common applications of TGA are materials characterization through analysis of characteristic decomposition patterns and determination of combustible materials and combustion residues from a sample. Macro TGA systems that use gram-size samples have been used for a couple of decades for monitoring industrial processes. The larger sample sizes allow more accurate mass measurements for characterization of materials. Flue-gas desulfurization (FGD) solids are industrial byproducts that have been monitored using macro TGA systems. Compounds reported to have been successfully measured include free moisture, moisture in hydrates, CaSO4•2H2O, CaSO3•½H2O, and CaCO3. A LECO TGA701 macro TGA system was used in a study to characterize the components in various FGD solids. Pure materials, including those listed above, were first analyzed with the TGA701 followed by the measurement of various mixtures of the pure materials. Although Ca(OH)2 is a material present in limestone slurries used in flue-gas desulfurization, previous studies have not indicated the presence of this compound in FGD solids. The TGA reaction profiles for Ca(OH)2 and CaSO3•½H2O show they decompose in the same temperature range. Pure CaSO3•½H2O is not available and was not used in the study. The study of pure materials and mixtures demonstrated the accuracy of the TGA701 in characterizing the compounds. A macro TGA analysis program developed during this study can be used to accurately quantify the various materials in flue-gas desulfurization FGD solids. Carbon and sulfur analysis data support the macro TGA results for the FGD solids. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFGD solids. =650 \0$aByproduct gypsum. =650 \0$aMacro thermogravimetric analysis. =650 \0$aFlue-gas desulfurization. =650 14$aMacro thermogravimetric analysis. =650 24$aFlue-gas desulfurization. =650 24$aByproduct gypsum. =650 24$aFGD solids. =650 24$aCoal. =700 1\$aMarsh, M.,$eauthor. =700 1\$aLawrenz, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160079.htm =LDR 03189nab a2200493 i 4500 =001 JTE20150263 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150263$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150263$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA436 =082 04$a691/.5$223 =100 1\$aBektas, F.,$eauthor. =245 10$aEffectiveness of Ternary Blends in Mitigating ASR Demonstrated on the Modified Mortar-Bar Test /$cF. Bektas, X. Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aSupplementary cementitious materials (SCMs) are the effective means of improving concrete durability. Combining two SCMs with ordinary Portland cement helps overcome the probable drawbacks of using single SCM. Ternary cementitious systems have become popular in the construction industry, particularly for use in high-performance concrete. In this study, the effectiveness of ternary blends in controlling alkali-silica-reaction (ASR) deterioration was tested in the comparison of a modified mortar-bar method and ASTM C1260-14/C1567-13. Our experiment included the evaluation of 22 binary or ternary combinations of five cementitious materials (Portland cement, metakaolin, low-calcium fly ash, high-calcium fly ash, and slag) tested with two different reactive aggregates. In addition to standard ASTM C1260-14/C1567-13, the mortar mixes were assessed on a modified mortar-bar method of short bars (25 x 25 x 150 mm3) stored at 60°C and >95 % relative humidity. Ternary cementitious blends containing metakaolin and low-lime fly ash proved to be very effective at controlling ASR. In the proposed modified test, a pass/fail criterion of 0.03 % expansion over 60 days was found to be in agreement with the expansion at 14 days of ASTM C1260-14/C1567-13 at 0.10 %. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTernary blend. =650 \0$aMortar-bar method. =650 \0$aAlkali-silica reaction. =650 \0$aHistoric buildings$xMaintenance and repair. =650 \0$aMortar. =650 14$aAlkali-silica reaction. =650 24$aTernary blend. =650 24$aMortar-bar method. =700 1\$aWang, X.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150263.htm =LDR 03392nab a2200541 i 4500 =001 JTE20150414 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150414$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150414$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aSingh, V. K.,$eauthor. =245 10$aCharacterization of Flexural and Impact Strength of Jute/Almond Hybrid Biocomposite /$cV. K. Singh, G. Bansal, P. Negi, A. Bisht. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aA hybrid composite consisting of jute fiber-almond shell particle reinforced in epoxy resin modified with 1 weight percentage (wt.%) depolymerised natural rubber (DNR) was fabricated using hand lay-up technique. In the present investigation, we modified the composite by fabricating a composite by filling it with a mixture of almond shell particle and jute fiber, keeping total reinforcement wt. % fixed to 20 wt. %, but varying the ratio of jute fiber and almond shell particle in the manner almond/jute: 100/0, 75/25, 50/50, 25/75, 0/100. Through testings and experimentations, it was concluded that flexural strength is improved by 26.75 %. Through SEM, how the particles and fiber are dispersed in the matrix, how they are bonded to matrix or each other, how at higher wt. % fibers or particles form clusters and effect bonding, with increase in length, how fiber defect increases and composite failure due to fiber pull out or splitting of fiber increases, was seen and justified our results. Thus, it was concluded that 15 wt. % almond shell particle and 5 wt. % treated jute fiber having fiber length 10 mm filled in epoxy modified with 1 wt. % DNR gave the optimum results from various combinations. As such, properties have significantly improved for hybrid composite as compared to pure fiber/ pure particle based composite. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHybrid. =650 \0$aImpact strength. =650 \0$aFlexural strength. =650 \0$aComposite material. =650 \0$aComposites. =650 14$aScanning electron microscope (SEM) =650 24$aComposite material. =650 24$aFlexural strength. =650 24$aImpact strength. =650 24$aHybrid. =700 1\$aBansal, G.,$eauthor. =700 1\$aNegi, P.,$eauthor. =700 1\$aBisht, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150414.htm =LDR 03177nab a2200505 i 4500 =001 JTE20150306 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150306$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150306$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.F55 =082 04$a363.72/88$223 =100 1\$aShannon, J.,$eauthor. =245 10$aPotential of Portland-Limestone Cement to Improve Performance of Concrete Made With High Slag Cement and Fly Ash Replacement Rates /$cJ. Shannon, Isaac L. Howard, V. Tim Cost. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aAggressive use of supplementary cementitious materials (SCMs) in concrete is becoming more appealing due to potential for cost effectiveness, reduced environmental impact, enhanced durability, and increased sustainability. Constructability, though, is often less attractive as time of set and early strength development can be delayed. This paper investigated the merits of incorporating portland-limestone cement (PLC) to improve concrete sustainability and performance when rounded gravel aggregates (most sustainable for some markets) were used in conjunction with dual SCMs proportioned for 50 % to 70 % total cement replacement. The family of concrete mixtures evaluated have not been widely studied with PLC (in the US or elsewhere). Mixtures containing PLC designed for improved synergies in the US construction market were compared to similar variations containing ordinary portland cement (OPC). PLC was shown to be able to produce concrete mixtures of greater compressive strength and lower set times compared to OPC in some, but not all, conditions. Individual mixture performance varied based on SCM use, PLC properties, and aggregate properties. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFly ash. =650 \0$aSustainability. =650 \0$aFly ash$xIndustrial applications. =650 \0$aFly ash$xEnvironmental aspects. =650 14$aPortland-limestone cement. =650 24$aSustainability. =650 24$aFly ash. =650 24$aSlag. =700 1\$aHoward, Isaac L.,$eauthor. =700 1\$aTim Cost, V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150306.htm =LDR 03116nab a2200553 i 4500 =001 JTE20150475 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150475$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150475$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRJ482.R48 =082 04$a618.92/7$223 =100 1\$aTian, H.,$eauthor. =245 10$aDevelopment of Standard Fatigue Vehicle Force Models Based on Actual Traffic Data by Weigh-In-Motion System /$cH. Tian, W. Chang, F. Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aFatigue damage caused by vehicle-induced forces is a critical factor that affects the safety and the longevity of steel box girder bridges. Accurate vehicle force models are essential for quantifying fatigue in the design and the evaluation of bridge structures. Vehicle forces are random and exhibit significant variations, so to accurately determine a statistical distribution, a large amount of information and measurements is required. In this study, vehicle traffic information gathered by a weigh-in-motion (WIM) system at the Xihoumen Bridge, an over-water suspension bridge in Zhoushan, China, was analyzed for data such as the vehicle type, the gross weight, the axle weight (force), and the wheelbase. New insights into the analysis of measured vehicle information to obtain vehicle fatigue forces required for numerical simulations were gained. In addition, methods to determine various important vehicle parameters such as gross and axle weights and wheelbase were described. These techniques can be used to determine vehicle-induced fatigue forces for bridge structures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWheelbase. =650 \0$aForce model. =650 \0$aStandard vehicle. =650 \0$aFatigue. =650 \0$aGross weight. =650 \0$aAxle weight. =650 14$aFatigue. =650 24$aStandard vehicle. =650 24$aGross weight. =650 24$aAxle weight. =650 24$aWheelbase. =650 24$aForce model. =700 1\$aChang, W.,$eauthor. =700 1\$aLi, F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150475.htm =LDR 03135nab a2200553 i 4500 =001 JTE20150276 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150276$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150276$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA786 =082 04$a625.7$223 =100 1\$aLi, C.,$eauthor. =245 10$aAnalysis of Relationships Between Three-Dimensional Magnetic Memory Signals and Artificial Defects Under Tensile Load /$cC. Li, L. Dong, H. Wang, B. Xu, G. Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aThis paper mainly discusses the relationships between three-dimensional magnetic memory signals and artificial defects under different load levels. The correlations between the defect signal characteristic parameters and applied stress were analyzed. The magnetic signals at the surface of FV520B steels were measured by a 3D magnetic sensor. It has been concluded that three-dimensional magnetic signals had different detection sensitivity to the defects in different directions, and the defects can be accurately recognized based on the distinctive signal features. Additionally, the peak value of the tangential component and the peak-to-peak value of the normal component (i.e., Bxp and Bzp-p) presented different characteristics in elastic and plastic deformation stages with the increase of applied stress. The amplitude changes of the tangential component and maximum gradient value of the normal component (i.e., ?Bx and KG) were capable of estimating the mechanical damage degree of ferromagnetic materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAxial load. =650 \0$aArtificial defects. =650 \0$aMagnetic memory signals. =650 \0$aCharacteristic parameters. =650 \0$aLoad tests. =650 \0$aAxial loads. =650 14$aMagnetic memory signals. =650 24$aArtificial defects. =650 24$aAxial load. =650 24$aCharacteristic parameters. =700 1\$aDong, L.,$eauthor. =700 1\$aWang, H.,$eauthor. =700 1\$aXu, B.,$eauthor. =700 1\$aLi, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150276.htm =LDR 03287nab a2200529 i 4500 =001 JTE20150417 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150417$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150417$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA479.S7 =082 04$a620.17$223 =100 1\$aUysal, Alper,$eauthor. =245 10$aSurface Roughness in Nanofluid Minimum Quantity Lubrication Milling of AISI 430 Ferritic Stainless Steel /$cAlper Uysal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aStainless steels have been used in different fields such as automotive, aerospace, construction, medical instruments, etc. and machining operations have been applied in many of these sectors. However, machinability of stainless steel is difficult due to their hardening tendency and low thermal conductivity. In addition, researchers have struggled with improving the surface quality of machined stainless steel parts. For this reason, a surface roughness investigation was carried out in MQL (minimum quantity lubrication) milling of AISI 430 ferritic stainless steel. The experiments were conducted using uncoated and TiN (titanium nitride) coated WC (tungsten carbide) cutting tools under dry, pure MQL and nanofluid MQL conditions. A commercial vegetable cutting fluid was used as a base fluid and two nanofluids were prepared by adding 0.5 and 1 weight percent nanographene particles to the vegetable cutting fluid. In MQL milling operations, MQL flow rates were adjusted at 20 and 40 mL/h and spindle speed, feed rate, and depth of cut were selected as 995 rpm, 180 mm/min, and 0.5 mm, respectively. Depending on the experimental results, lower surface roughness values were obtained in nanofluid MQL milling due to the cooling and lubrication effects of nanographene particles. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNanofluid. =650 \0$aMQL milling. =650 \0$aNanographene. =650 \0$aSurface roughness. =650 \0$aFerritic stainless steel. =650 \0$aStainless steel. =650 \0$aStainless steel$xResearch. =650 14$aMQL milling. =650 24$aNanofluid. =650 24$aNanographene. =650 24$aFerritic stainless steel. =650 24$aSurface roughness. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150417.htm =LDR 02452nab a2200517 i 4500 =001 JTE20150178 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150178$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150178$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aXie, J.,$eauthor. =245 10$aSteep Shear Properties of Asphalt Mixtures Based on Fractal Theory /$cJ. Xie, J. Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aA growing body of evidence showed that flow rutting and inter-layer slippage in asphalt pavements at intersections and large longitudinal slopes is directly related to the capacity of the asphalt mixture to resist shear flow deformation. This study used fractal theory to analyze the microstructures of asphalt mixtures AC-13, SMA-13, and Sup-13, the volume fractal dimensions of which are also determined. The relation between the volume fractal dimensions and shear properties of asphalt mixtures was determined through repeated load creep tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShear. =650 \0$aFractal theory. =650 \0$aAsphalt mixture. =650 \0$aRepeated load creep. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aAsphalt mixture. =650 24$aShear. =650 24$aRepeated load creep. =650 24$aFractal theory. =700 1\$aLi, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150178.htm =LDR 03142nab a2200541 i 4500 =001 JTE20150319 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150319$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150319$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA367 =082 04$a620.28$223 =100 1\$aLi, Zhiqiang,$eauthor. =245 10$aPreparation and Performance Test of Soldered Stators of Ultrasonic Motor /$cZhiqiang Li, Songbai Xue, Qingjun Ding. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aIn order to obtain the optimal reflow parameters, a Sn-52In solder was adopted to join a PZT8 piezoelectric ceramic to a copper stator elastic-body, which matched with rosin organic flux. Modal testing was carried out to evaluate the vibration performance of the soldered stators. The results show that when the reflow parameters were 140°C, 115 s, and 100 N pressure, the soldered stators had the best vibration performance. The soldered stators can generate a B09 mode shape which is required by the TRUM-60 ultrasonic motor. Moreover, the coincidence of the two phase modal frequencies of soldered stators can fully meet the requirement of ultrasonic motors and there is no interference frequency near the operating modal frequency (around 40 kHz). With an electrical excitation of 80 Vpp, the amplitude of the soldered stators was 2.5 ?m, which can reach the level of vibration of bonded stators with adhesives. Therefore, the soldering process could be expected to solve the problem of aging of the adhesive layer, thereby improving the service life of ultrasonic motors to a certain extent. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModal testing. =650 \0$aReflow soldering. =650 \0$aUltrasonic motor. =650 \0$aPiezoelectric ceramics. =650 \0$aLevel indicators. =650 \0$aSupersonics. =650 14$aSn-52In solder. =650 24$aReflow soldering. =650 24$aModal testing. =650 24$aPiezoelectric ceramics. =650 24$aUltrasonic motor. =700 1\$aXue, Songbai,$eauthor. =700 1\$aDing, Qingjun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150319.htm =LDR 03617nab a2200541 i 4500 =001 JTE20150177 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150177$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150177$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a620.1/123$223 =100 1\$aShao, S.,$eauthor. =245 10$aTrue Triaxial Apparatus With Rigid-Flexible-Flexible Boundary and Remolded Loess Testing /$cS. Shao, Q. Wang, A. Luo, S. Shao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aSeveral kinds of true triaxial apparatuses have been devised and applied to obtaining the strength and deformability behavior of soils under different stress paths. However, for these true triaxial apparatuses with flexible loading boundaries boundary interference is still not solved. This paper presents a new type of true triaxial apparatus, with rigid-flexible-flexible boundaries, which addresses the boundary interference using four division strip-platens. This apparatus applies three principal stresses on a 70-mm cuboidal specimen from two rigid platens along the vertical direction and four hydraulic rubber bags around four side faces of the cuboidal specimen. The rigid platens and hydraulic rubber bags were assembled in a true triaxial chamber and driven by three servo-hydraulic cylinders. Four division strip-platens are installed along the lateral edges of the confining side wall of the chamber to separate adjacent rubber hydraulic bags and can adjust themselves to accommodate dimensional changes in the deforming specimen. Therefore, this apparatus does not only allow independent control of stresses applied in three dimensions to a cuboidal specimen but also resolve the boundary interferences. The effectiveness of this apparatus was confirmed by tests on remolded loess under five stress paths with the intermediate principal stress parameter b = 0, 0.25, 0.5, 0.75, and 1. The test results show that the stress-strain relationship, volume strain, and failure strength of remolded loess depend on the stress path. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLoess. =650 \0$aFailure strength. =650 \0$aTrue triaxial apparatus. =650 \0$aStrains and stresses. =650 \0$aMechanical prestressing. =650 14$aTrue triaxial apparatus. =650 24$aRigid-flexible-flexible boundary. =650 24$aLoess. =650 24$aStress-strain relationship. =650 24$aFailure strength. =700 1\$aWang, Q.,$eauthor. =700 1\$aLuo, A.,$eauthor. =700 1\$aShao, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150177.htm =LDR 02812nab a2200505 i 4500 =001 JTE20140496 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140496$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140496$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aTorabi, A. R.,$eauthor. =245 10$aStatic Strength of V-Notches With End Holes Under Combined Tension-Shear Loading :$bExperimental Measurement by the Disk Test and Theoretical Prediction by the Local Energy /$cA. R. Torabi, A. Campagnolo, F. Berto. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b74 =520 3\$aThe aim of the present research work was twofold. Firstly, to provide some new experimental results regarding brittle fracture in V-notches with end holes (VO-notches) under mixed mode I/II loading; secondly, to check the suitability of the well-established averaged strain energy density criterion (SED) in predicting the load-carrying capacity of notched specimens. A new test specimen, called Brazilian disk containing central VO-notches (VO-BD), made of PMMA was proposed and utilized to perform fracture tests at room temperature for different mode mixities. It was found that the average SED criterion seems to successfully evaluate the static strength of VO-BD specimens for different notch angles and various notch radii. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBrazilian disk. =650 \0$aBrittle fracture. =650 \0$afracture mechanics. =650 14$aV-notch with end hole (VO-notch) =650 24$aBrittle fracture. =650 24$aAverage strain energy density (SED) =650 24$aBrazilian disk. =650 24$aMixed mode I/II loading. =700 1\$aCampagnolo, A.,$eauthor. =700 1\$aBerto, F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140496.htm =LDR 02465nab a2200493 i 4500 =001 JTE20150204 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150204$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150204$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC176.8.M5 =082 04$a620.1/1892$223 =100 1\$aYifei, Gao,$eauthor. =245 10$aStandard Processes for Calculating Uncertainty for Metallic Material Rotating Bar Bending Fatigue Properties /$cGao Yifei, Liang Xinbang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aISO 1143:2010 and ISO 12107:2003 provide the three typical fatigue results used in uncertainty evaluation. These are (i) fatigue life at a predetermined stress, (ii) fatigue strength at a predetermined life, and (iii) the S-N curve. In this paper, the evaluation methods employed were for type A (those which are evaluated by the statistical method) and type B (those which are evaluated by other means). The application for the evaluation method was displayed by the example with testing data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMetallic material. =650 \0$aFatigue properties. =650 \0$aMicromechanics. =650 \0$aSolid state physics. =650 14$aMetallic material. =650 24$aMechanical properties testing. =650 24$aFatigue properties. =650 24$aMeasuring uncertainty evaluation. =700 1\$aXinbang, Liang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150204.htm =LDR 03639nab a2200541 i 4500 =001 JTE20150269 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150269$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150269$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHE5611 =082 04$a388.3/42$223 =100 1\$aGunapriya, B.,$eauthor. =245 10$aReal-Time Implementation and Performance Evaluation of Brain Emotional Learning Developed for FPGA-Based PMBLDC Motor Drives /$cB. Gunapriya, M. Sabrigiriraj. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b43 =520 3\$aMuch research is taking place in the field of motor drives, especially in the area of permanent magnet brushless DC motors (PMBLDC).This paper dealt with developing a Simulink model for PMBLDC motor drive systems with a high-performance, improved brain emotional-learning based intelligent controller (IBELBIC) using MATLAB/Simulink to control the speed and torque of the machine. To enhance the performance of PMBLDC motor, two control loops were employed for control of current and speed, respectively. Though the conventional PI controller may be used to control the speed of PMBLDC motor, the stability of the machine under changing loads cannot be ensured. Therefore, IBELBIC with a tracking system for the speed loop is proposed in this paper. It has been ascertained for the first time that the speed and torque performance of the system is enhanced by IBELBIC with minimum processing time. The contribution of this novel IBELBIC in improving the control system performance is shown by comparison with results obtained from classic PI controller, fuzzy PI controller, anti-windup PI controller, and IBELBIC. The results suggested that IBELBIC-based PMBLDC motor drive was more versatile for variable speed applications. The validation of the simulation was provided by a 400 W PMBLDC motor and drive system using Spartan 3 FPGA (Field Programmable Gate Array) based prototype, which is generally suitable for dedicated implementations of design and ease of redesign. The LABVIEW-based customized program was developed on a computer to monitor the motor performance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAnti-windup. =650 \0$aPMBLDC motor. =650 \0$aImproved BELBIC. =650 \0$aFuzzy PI controller. =650 \0$aMotor fuels. =650 \0$aMotor vehicles$xFuel consumption. =650 14$aPMBLDC motor. =650 24$aFPGA. =650 24$aFuzzy PI controller. =650 24$aAnti-windup. =650 24$aBELBIC. =650 24$aImproved BELBIC. =700 1\$aSabrigiriraj, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150269.htm =LDR 02855nab a2200565 i 4500 =001 JTE20150479 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150479$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150479$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.A6 =082 04$a620.1/866$223 =100 1\$aLi, H.,$eauthor. =245 10$aAnalysis on the Issues in ISO 6892-1 and TENSTAND WP4 Report Based on the Data of Confirm Tests by 21 Laboratories /$cH. Li, X. Zhou, J. Shen, D. Luo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aTo better understand and reach consensus on a series of issues around the standard ISO 6892-1 and TENSTAND WP4 report, extensive experiments were conducted using 5 different methods with non-aging high-uniformity tensile reference materials. These tests were performed by 21 laboratories and a number of findings have been observed by analyzing the data collected from these tests. The findings suggested that the two reasons to recommend strain control method cited in TENSTAND WP4 report were not valid as the actual test conditions do not match the conditions in the report. A number of unjustified requirements in ISO 6892-1 were listed in this paper according to the findings. Four requests to update ISO 6892-1 were proposed for consideration. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTENSTAND. =650 \0$aISO 6892-1. =650 \0$aCrosshead control. =650 \0$aConsider stiffness. =650 \0$aTensile Test. =650 \0$aStrain control. =650 14$aTensile test. =650 24$aCrosshead control. =650 24$aStrain control. =650 24$aConsider stiffness. =650 24$aISO 6892-1. =650 24$aTENSTAND. =700 1\$aZhou, X.,$eauthor. =700 1\$aShen, J.,$eauthor. =700 1\$aLuo, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150479.htm =LDR 03139nab a2200517 i 4500 =001 JTE20150426 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150426$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150426$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD885.5.O85 =082 04$a577.27$223 =100 1\$aChen, K. -S.,$eauthor. =245 10$aApplying MQCAC and Fuzzy TOPSIS to Improve the Unleaded Gasoline Quality /$cK. -S. Chen, C. -H. Hsu, L. -Y. Ouyang, C. -M. Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b34 =520 3\$aThis study proposes a novel hybrid method that integrates a new multi-quality characteristic analysis chart (MQCAC) and a fuzzy technique for order of preference by similarity to ideal solution (fuzzy TOPSIS). First, all the data of nominal-the-best, larger-the-better, and smaller-the-better quality characteristics were transferred into new evaluation data by using a change-of-variable technique. Furthermore, a new MQCAC was developed to measure whether all the quality characteristics of a product satisfy specifications. All substandard quality characteristics were regarded as alternatives when conducting fuzzy TOPSIS analysis. Subsequently, the top priority substandard quality characteristic for improvement in light of resource requirements and the performance improvement potential under a fuzzy environment was obtained using the proposed method. Finally, a real-world case study is presented to demonstrate the practicality and feasibility of the proposed method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aUnleaded gasoline. =650 \0$aReformulated gasoline$xEnvironmental aspects. =650 \0$aOzone. =650 \0$aSCIENCE$xGlobal Warming & Climate Change. =650 14$aProcess capability index (PCI) =650 24$aMulti-quality characteristic analysis chart (MQCAC) =650 24$aFuzzy technique for order of preference by similarity to ideal solution (fuzzy TOPSIS) =650 24$aUnleaded gasoline. =700 1\$aHsu, C. -H.,$eauthor. =700 1\$aOuyang, L. -Y.,$eauthor. =700 1\$aYang, C. -M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150426.htm =LDR 03180nab a2200529 i 4500 =001 JTE20150451 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150451$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150451$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK1056 =082 04$a621.31244$223 =100 1\$aGeetha, P.,$eauthor. =245 10$aExperimental Verification of a Module-Integrated Isolated Coupled-Inductor-Based dc-dc Boost-Converter-Fed Micro-Inverter /$cP. Geetha, S. Ravi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aIn this paper, a photovoltaic module-integrated coupled inductor-based high-step-up dc-dc converter-fed isolated dc/ac converter is presented. The coupled-inductor-based dc-dc converters offer more advantages over the buck, boost, and cuk converters used in the photovoltaic (PV)-integrated applications. The proposed grid-integrated solar micro-inverter based on the isolated high-step-up dc-dc converter extracts the maximum power generated on the solar panel and it transfers the extracted power to the ac utility system through a voltage source inverter. High-step-up voltage gain, high maximum power point tracking accuracy, and high-energy-conversion efficiency can be obtained with the proposed topology. The design considerations and principle of operation of the proposed isolated high-step-up dc-dc boost-converter-fed micro-inverter are analyzed and discussed. The MATLAB/Simulink simulation and experimental results of the proposed micro-inverter have been presented to validate the performance of the isolated micro-inverter. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPseudo-dc link. =650 \0$aDual-boost micro-inverter. =650 \0$aPhotovoltaic power generation. =650 \0$aThermoelectricity. =650 \0$aPhotovoltaic power systems. =650 14$aSingle-phase voltage-source inverter (VSI) =650 24$aPerturb and observe (P&O) =650 24$aMaximum power point tracking (MPPT) =650 24$aPV module-integrated micro-inverter. =650 24$aPseudo-dc link. =650 24$aDual-boost micro-inverter. =700 1\$aRavi, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150451.htm =LDR 03614nab a2200601 i 4500 =001 JTE20150154 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150154$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150154$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS590.7 =082 04$a631.4/9$223 =100 1\$aDebnath, U. K.,$eauthor. =245 14$aThe Experimental Characteristics and Evaluation of Nylon-12 in Erosion Process /$cU. K. Debnath, M. A. Chowdhury, D. M. Nuruzzaman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b40 =520 3\$aPolymer materials are used in a wide range of applications. The erosion properties of nylon-12 were analyzed in this study. Randomly-shaped sand (SiO2) particles of various sizes (300-355 ?m, 355-500 ?m, and 500-600 ?m) were selected as erosive elements. Impingement angles between 15 and 90°, impingement velocities between 30 and 50 m/s, and stand-off distances15-25 mm at ambient temperature were tested. During testing, the maximum erosion of the tested polymer composite occurred at 30° angle of impingement, indicating a ductile nature of the test material. Erosion increased with impact velocity and decreased with stand-off distance. The erosion rate varies from approximately 5 to 1600 mg/kg at different combinations of impact velocity, impact angle, and other related parameters. The mean S/N ratio was found to be -41.35 dB, which reflects the average erosion rate under different test conditions. Test results were evaluated using Taguchi's concept to minimize the observations needed, and analysis of variance (ANOVA) was used to identify interactions between tested parameters and identify the most significant parameters. Surface damage was examined using scanning electronic microscopy (SEM) to examine the nature of the wear behavior. The morphology of tested material showed micro cutting, micro cracking, ploughing, and deformation as dominating damage characteristics of impacting surfaces. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNylon-12. =650 \0$aErodent size. =650 \0$aErosion rate. =650 \0$aImpact angle. =650 \0$aImpact velocity. =650 \0$aAnalyzing methods. =650 \0$aStand-off distance. =650 \0$aSoil erosion. =650 \0$aSoil science. =650 14$aNylon-12. =650 24$aErosion rate. =650 24$aImpact velocity. =650 24$aImpact angle. =650 24$aErodent size. =650 24$aStand-off distance. =650 24$aAnalyzing methods. =700 1\$aChowdhury, M. A.,$eauthor. =700 1\$aNuruzzaman, D. M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150154.htm =LDR 03618nab a2200553 i 4500 =001 JTE20150240 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150240$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150240$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aMa, H.,$eauthor. =245 10$aInfluence of Fine Aggregate Content on Low-Temperature Cracking of Asphalt Pavements /$cH. Ma, C. Zhou, D. Feng, L. Sun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aLow-temperature cracking occurs on some asphalt pavements even though the high-performance grade (PG) binders are applied in asphalt mixtures. It is neither realistic nor economic to solve the problems related to low-temperature cracking on asphalt pavements by purely using high PG binders. Other factors need to be investigated so that this type of distress can be further restrained. This study focuses on investigating the effect of fine aggregates on the low-temperature cracking on asphalt pavements. Low-temperature cracking was monitored and recorded on asphalt pavements in a cold, northeast area of China. Cores were drilled on the spots where low-temperature cracking occurred, and the aggregate gradations of the drilled cores were analyzed in the laboratory. An index called the Fine Aggregate Content Deviation Index (FACDI) was defined as the difference between the actual fine aggregate content and the lower limit of fine aggregate content in the designed aggregate gradation. A positive relation was observed between the FACDI and the cracking index of asphalt pavements. It was demonstrated that the fine aggregate content was another important factor that influences low-temperature cracking of asphalt pavement. The increase of fine aggregate content was found to jeopardize the resistance of asphalt mixture on low-temperature cracking. Based on FACDI, fine aggregate's contents in asphalt mixtures of asphalt layers can be recommended to ensure an asphalt pavement with good low-temperature performance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aField survey. =650 \0$aAggregate gradation. =650 \0$aFine aggregate content. =650 \0$aLow-temperature cracking. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aAsphalt pavements. =650 24$aLow-temperature cracking. =650 24$aField survey. =650 24$aAggregate gradation. =650 24$aFine aggregate content. =700 1\$aZhou, C.,$eauthor. =700 1\$aFeng, D.,$eauthor. =700 1\$aSun, L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150240.htm =LDR 04015nab a2200577 i 4500 =001 JTE20150411 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150411$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150411$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA413.5 =082 04$a620.1/123/028$223 =100 1\$aSarangi, H.,$eauthor. =245 10$aAccurate Measurement of Mixed Mode (I/II) Stress Intensity Factors Using Strain Gages /$cH. Sarangi, K. S. R. K. Murthy, D. Chakraborty. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aDetermination of accurate mixed mode stress intensity factors forms the basis for the understanding and analysis of mixed mode fracture. In this context, experimental methods for the measurement of stress intensity factors (SIFs) play a vital role. However, very few strain gage based techniques are available for measurement of mixed mode SIFs KI and KII in isotropic materials. In addition, no useful recommendations on appropriate radial locations of strain gages ensuring accurate SIFs are available in literature. Recently, authors have theoretically proposed a mixed mode strain gage technique and attempted to address the long standing problem of assessment of appropriate strain gage radial locations for the accurate measurement of the SIFs. They have shown that there exist certain gage radial locations called as optimal locations for the accurate measurement of SIFs, which can be easily assessed with their proposed methodology for any mixed mode (I/II) configurations. In the present investigation, experiments were conducted to study the efficacy of the authors' proposed mixed mode strain gage technique and existence and usefulness of the optimal strain gage locations in accurate measurement of SIFs KI and KII. The present experiments were also aimed to show the consequences of placing the gages at invalid or non-optimal gage locations. The experimental results clearly show that highly accurate mixed mode SIFs can be measured using the proposed mixed mode strain gage technique if the gages are pasted at the optimal locations. On the other hand, the results also exposed that highly erroneous and unacceptable measurement of SIFs can result if the gages are located at non-optimal locations. Furthermore, the present results clearly demonstrated the need of knowing the optimal strain gage locations a priori, which can be assessed using the methodology proposed recently by the authors. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack. =650 \0$aRadial. =650 \0$aOptimal. =650 \0$aMixed mode. =650 \0$aStrain gage. =650 \0$aStress intensity factor. =650 \0$aExtensometer. =650 \0$aGages. =650 14$aStrain gage. =650 24$aStress intensity factor. =650 24$aMixed mode. =650 24$aOptimal. =650 24$aRadial. =650 24$aCrack. =700 1\$aMurthy, K. S. R. K.,$eauthor. =700 1\$aChakraborty, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150411.htm =LDR 02784nab a2200493 i 4500 =001 JTE20150415 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150415$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150415$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQL751.65.S73 =082 04$a590/.1/5195$223 =100 1\$aUsher, J. S.,$eauthor. =245 10$aRepetitive Availability Demonstration Testing Procedure /$cJ. S. Usher, M. Aslam, C. T. Hardin, C.-H. June =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThe proposed availability demonstration test (ADT) is an extension of the work of Usher and Taylor [Usher, J. S. and Taylor, G. D., "Availability Demonstration Testing," Qual. Reliab. Eng. Int., Volume 22, No. 4, 2006, pp. 473-472] and provides reduced testing time. The ratio of the cumulative repair times and the cumulative failure times are then compared to an upper and lower limit. Values of the ratio above the upper limit signal a reject decision. Values below a lower limit signal an accept decision. Values in between the limits signal a repeat of the test. The advantages of the proposed test are discussed over the test plan given by Usher and Taylor. This method should be of great value to consumers and producers who want to ensure that bad systems are rejected and good systems are accepted based on system availability. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRepetitive sampling. =650 \0$aAverage sample number. =650 \0$aSampling (Statistics) =650 14$aRepetitive sampling. =650 24$aAverage sample number. =650 24$aAvailability demonstration test. =700 1\$aAslam, M.,$eauthor. =700 1\$aHardin, C. T.,$eauthor. =700 1\$aJun, C.-H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150415.htm =LDR 03299nab a2200541 i 4500 =001 JTE20150488 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150488$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150488$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.11260285$223 =100 1\$aTyson, W. R.,$eauthor. =245 10$aEffective Modulus for Crack Size Measurement With SE(T) Specimens using Unloading Compliance /$cW. R. Tyson, C. Ruggieri, W. Zhou, E. Wang, X. Wang, P. Ding. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aLow-constraint toughness tests have been increasingly used in pipeline flaw assessment. A number of protocols have been published using a test employing a clamped single-edge tension (SE(T)) specimen with the distance between the clamps H equal to ten times the specimen width W, and specimen width W equal to thickness B. For this geometry, the constraint over the bulk of the specimen varies between plane stress and plane strain. This affects the elastic compliance, commonly used to estimate crack size. It was the intent of the present work to assess the effects of constraint on the compliance and to identify the best combination of compliance equation and modulus to estimate crack size from CMOD compliance where CMOD is the crack mouth opening displacement. To do this, values of compliance from finite element analyses were provided by the authors of this paper from three separate laboratories. 2D plane strain, 3D plane-sided, and 3D side-grooved specimens were analyzed. The data were used to assess available compliance equations and to propose a new one for the specific geometry of interest in this work. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack size measurement. =650 \0$aSingle-edge-notch tension. =650 \0$aLow-constraint toughness testing. =650 14$aLow-constraint toughness testing. =650 24$aSingle-edge tension SE(T) =650 24$aSingle-edge-notch tension (SENT) =650 24$aCrack size measurement. =650 24$aCMOD unloading compliance. =700 1\$aRuggieri, C.,$eauthor. =700 1\$aZhou, W.,$eauthor. =700 1\$aWang, E.,$eauthor. =700 1\$aWang, X.,$eauthor. =700 1\$aDing, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150488.htm =LDR 03107nab a2200553 i 4500 =001 JTE20150362 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150362$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150362$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.22 =082 04$a620.1/1233$223 =100 1\$aZheng, W.,$eauthor. =245 10$aResearch on the Relative Stable Time and Stable Value of Concrete Creep /$cW. Zheng, C. Tang, Y. Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe safety coefficients of structures change due to the creep behavior of concrete, which causes increased deformation and cracks in structures, redistribution of internal stresses, and the loss of prestress. It is an important and significant problem to determine when concrete creep is stable and how much of the creep will occur once it is stable over the projected life of the structure. The relationship between compressive concrete creep and time was obtained during creep experiments, which were conducted using the compressive concrete cube with stress levels of 0.160, 0.261, 0.370, 0.470, 0.568, and 0.668, a loading age of 126 days, and a time under loading of 589 days. The creep compliance function model of linear and non-linear compressive concrete creep under stress levels lower than 0.8 was unified by introducing a creep compliance function amplification coefficient Aj. Relative stable time and relative stable value of concrete creep, with different stress levels, were obtained according to the creep model and regular relative stable time. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep model. =650 \0$aStress level. =650 \0$aConcrete cube. =650 \0$aRelative stable time. =650 \0$aRelative stable value. =650 \0$acreep. =650 \0$aMaterials$xCreep. =650 14$aConcrete cube. =650 24$aCreep model. =650 24$aStress level. =650 24$aRelative stable time. =650 24$aRelative stable value. =700 1\$aTang, C.,$eauthor. =700 1\$aWang, Y.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150362.htm =LDR 03845nab a2200529 i 4500 =001 JTE20150371 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150371$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150371$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a620.1/123$223 =100 1\$aShaban, A. M.,$eauthor. =245 10$aCharacterizing Structural Performance of Unbound Pavement Materials Using Miniaturized Pressuremeter and California Bearing Ratio Tests /$cA. M. Shaban, P. J. Cosentino. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aComparative analyses were implemented between the miniaturized pressuremeter (MPMT) test and the California bearing ratio (CBR) test to assess the capability of the MPMT stress-strain data for predicting structural performance of unbound pavement layers. Fifty-four MPMT tests and 108 CBR tests were performed on both base and subgrade soils in Brevard County, Florida. These comparative analyses were conducted in two stages. First, statistical correlations were established by comparing MPMT parameters with structural coefficients and structural numbers obtained from CBR data and the corresponding correlations. The results indicated that initial elastic moduli and limit pressures from MPMT correlate well with structural coefficients and structural numbers. Comparing them with results reported by AASHTO validated the quality of the correlation models. Secondly, finite element analyses were carried out to predict CBR as a function of MPMT data reduced to the strain-level model. The elastic moduli from the MPMT strain level model were input into the finite element simulation. To capture actual soil behavior, six strain levels were utilized during numerical simulations. For base course materials, strain evaluation points were selected at the top, middle, and bottom of the layer. For subgrade soils, strain evaluation points were selected at the top of the subgrade, 15 cm and 30 cm below subgrade surface. The results indicate that strain level moduli at the top of the base course layers provide the best CBR estimation, with the ratio of finite element CBR to measured CBR equal to 0.91. The results of subgrade show that strain level moduli determined at the depth of 15 cm below subgrade surface yield the best CBR prediction. The ratio of finite element CBR to measured CBR was 1.00. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSoil modulus. =650 \0$aStrain level. =650 \0$aPressuremeter. =650 \0$aLimit pressure. =650 \0$aStrains and stresses. =650 \0$aMechanical prestressing. =650 14$aPressuremeter. =650 24$aCBR. =650 24$aSoil modulus. =650 24$aLimit pressure. =650 24$aStrain level. =700 1\$aCosentino, P. J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150371.htm =LDR 02903nab a2200517 i 4500 =001 JTE20150325 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150325$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150325$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aUG485 =082 04$a006.32$223 =100 1\$aKilic, Gokhan,$eauthor. =245 10$aApplications of Ground-Penetrating Radar (GPR) to Detect Hidden Beam Positions /$cGokhan Kilic. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b42 =520 3\$aGround-penetrating radar (GPR) uses electromagnetic waves to investigate the structures. In this investigation method, an electromagnetic wave is transmitted using an antenna and the received signal is recorded. Detection of beam positions in this GPR data requires the skills of a trained human operator. This study utilized a multi-layer neural network to detect beam positions in the GPR data. The visual description and definition of GPR data has major disadvantages and a neural network has been studied to overcome these shortcomings. A set of 32,740 training vectors with a length of 64 data was implemented to train the neural network. A new set of 16,370 testing vectors with a length of 64 data was then prepared to test the performance. Testing results suggest that the neural network is promising methods for the detection of beam positions in the GPR data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNeural network. =650 \0$aGram-Charlier series. =650 \0$aGPR and data processing. =650 \0$aNetwork analysis (Planning) =650 \0$aCommand and control systems. =650 \0$aNeural networks (Computer science) =650 14$aBackpropagation learning algorithm. =650 24$aBayes optimal decision rule. =650 24$aGram-Charlier series. =650 24$aGPR and data processing. =650 24$aNeural network. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150325.htm =LDR 02610nab a2200505 i 4500 =001 JTE20150429 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150429$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150429$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519.2/4$223 =100 1\$aArif, O. -H.,$eauthor. =245 10$aEWMA np Control Chart for the Weibull Distribution /$cO. -H. Arif, M. Aslam, C. -H. June =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aIn this paper, we will present the design of an attribute exponentially weighted moving average (EWMA) control chart based on the number of failures under a time-truncated life test. It is assumed that the lifetime of the product follows the Weibull distribution. The performance of the proposed chart is discussed in terms of the average run length. The efficiency of the proposed chart is given over the existing attribute control chart. The proposed chart performs better than the existing chart in detecting shifts in the manufacturing process, as compared to the existing control chart. A simulation example is given to illustrate the proposed chart. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAverage run length. =650 \0$aWeibull distribution. =650 \0$aAttribute control chart. =650 \0$aWeibull method. =650 \0$aDistribution (Probability theory) =650 14$aAttribute control chart. =650 24$aWeibull distribution. =650 24$aAverage run length. =700 1\$aAslam, M.,$eauthor. =700 1\$aJun, C. -H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150429.htm =LDR 03161nab a2200541 i 4500 =001 JTE20150015 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150015$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150015$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aUG485 =082 04$a006.32$223 =100 1\$aLin, C.-S.,$eauthor. =245 10$aX-Ray Imaging Inspection System for Blind Holes in the Intermediate Layer of Printed Circuit Boards with Neural Network Identification /$cC.-S. Lin, B.-E. Chan, Y.-C. Huang, H.-T. Chen, Y.-C. Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThis study presented an X-ray imaging inspection system with a backpropagation neural network that could increase the accuracy of defect detection and classification of blind holes in the intermediate layer of printed circuit boards (PCBs). In this system, a multilayer PCB image was obtained from an X-ray camera. The original image was then converted into a binary image with a noise-suppression filter, and the edge-detection method was used to compare the image with a standard sample. Drilling was based on the hole-position's accuracy measurement to obtain the hole flak figure, which was useful for calculating the drilling coordinate error with a backpropagation neural network. The proposed method could determine the information of the PCB edge test holes automatically. The accuracy of the feature extraction was increased by using the proposed module-detection method, together with image processing and the backpropagation networks process. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDefect detection. =650 \0$aPrinted circuit board. =650 \0$aNetwork analysis (Planning) =650 \0$aCommand and control systems. =650 \0$aNeural networks (Computer science) =650 14$aX-ray imaging inspection system. =650 24$aBackpropagation neural network. =650 24$aDefect detection. =650 24$aPrinted circuit board. =700 1\$aChan, B.-E.,$eauthor. =700 1\$aHuang, Y.-C.,$eauthor. =700 1\$aChen, H.-T.,$eauthor. =700 1\$aLin, Y.-C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150015.htm =LDR 03112nab a2200481 i 4500 =001 JTE20150245 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150245$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150245$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQL858 =082 04$a599.04/3$223 =100 1\$aYang, Hsueh-Cheng,$eauthor. =245 10$aProfile Analysis for a Gear With Conical Teeth /$cHsueh-Cheng Yang, Tsun-Hui Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThis paper presents a gear pair mechanism, a pinion, and a gear with conical teeth. The gear, or generating surface, has conical teeth distributed on a cylindrical surface. The purpose here was to present a mathematical model and equation for meshing of the proposed gear with conical teeth. A simple method using gear theory was used to determine a generated surface that meshes with the generating surface. The mathematical model of the generated surface can be obtained by the envelope of the family of the generating surfaces. As an example, the proposed gear pair for a gear ratio of 4:3 was demonstrated through the aid of the proposed mathematical model. Based on the geometrical models presented, the author varied the conical angle of the proposed gear between 0 and 20° and examined their contact stresses and deformation. Results showed that the minimum von-Mises stress was at the conical angle of 15° and the minimum deformation was at the conical angle of 17°. If the given parameters are over the dimensional limit of the generating surface, the equation of meshing of generated surface cannot exist. The condition of the dimensional limit was determined in this paper. Results from these mathematical models should have applications in the design of gear mechanism. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConical tooth. =650 \0$aEnvelope theory. =650 \0$aComparative anatomy. =650 \0$aHuman anatomy. =650 14$aConical tooth. =650 24$aGear. =650 24$aEnvelope theory. =700 1\$aHuang, Tsun-Hui,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150245.htm =LDR 03511nab a2200541 i 4500 =001 JTE20140444 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140444$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140444$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA409 =082 04$a362.1/0723$223 =100 1\$aLee, Y.-C.,$eauthor. =245 12$aA Longitudinal Study of Identifying Critical Factors of Patient Safety Culture in Taiwan /$cY.-C. Lee, S.-J. Weng, C.-H. Huang, W.-L. Hsieh, L.-P. Hsieh, H.-H. Wu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aWe used importance-agreement analysis to identify critical factors of the hospital survey on patient safety culture from the perceptions of physicians and nurses of a regional teaching hospital in terms of major strengths, minor strengths, minor weaknesses, and major weaknesses. In addition, we collected the raw data from 2011 to 2013 such that the advantages and deficiencies can be traced on a timely basis to enhance patient safety culture. The results show that there are 22, 21, and 21 items belonging to major strengths in 2011, 2012, and 2013, respectively. In contrast, there are 4, 5, and 5 items classified into major weaknesses in 2011, 2012, and 2013, respectively. This study also summarized the similarities and differences in this three-year period. Twenty items are the major strengths. On the contrary, only three items belonged to major weaknesses. Another viewpoint was also provided by taking into account genders in this three-year period. In summary, the hospital management can organize strategic adaptations to improve patient safety by observing the trends of strengths and weaknesses, as well as the similarities and differences in this three-year period. Therefore, hospital management can take appropriate actions to maintain the advantages and address deficiencies in order to enhance patient safety culture in this case hospital. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCritical factor. =650 \0$aPatient safety culture. =650 \0$aHealth Status. =650 \0$aHealth Surveys. =650 14$aPatient safety culture. =650 24$aHospital survey on patient safety culture. =650 24$aImportance-agreement analysis. =650 24$aCritical factor. =700 1\$aWeng, S.-J.,$eauthor. =700 1\$aHuang, C.-H.,$eauthor. =700 1\$aHsieh, W.-L.,$eauthor. =700 1\$aHsieh, L.-P.,$eauthor. =700 1\$aWu, H.-H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140444.htm =LDR 03079nab a2200541 i 4500 =001 JTE20150427 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150427$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150427$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHM1116 =082 04$a363.32$223 =100 1\$aWang, C.-N.,$eauthor. =245 14$aThe Material Dispatching Method for Conveyor System in 450 mm Wafer Fabrication /$cC.-N. Wang, Y.-T. Chung, Y.-H. Wang, M.-T. Duong, T.-F. Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aThe transition to 450 mm wafer manufacturing has already become a development trend for the semiconductor industry. To handle the larger wafer size, the conveyor-based automated material handling system (AMHS) is considered as the next-generation transportation. However, there is not any effective method for handling prioritized lots for 450 mm conveyor-based AMHS. This study developed an effective dispatching method named the "conveyor preemptive dispatching" (CPD) method for conveyor-based AMHS to minimize the average variable time of hot lots with the minimum impact to the transport of normal lots. Experiment results revealed that the CPD demonstrates better performance than the existing method. The CPD method reduced the average variable time by 59 % (from 14.572 to 5.904 s) for hot lots and 31 % (from 3962.394 to 2741.889 s) for normal lots. It expedites the movement of lots and significantly reduces lot average variable time and will effectively enhance the throughput of lots transportation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConveyor. =650 \0$aPreemptive. =650 \0$aPre-emption. =650 \0$aPreemptive attack (Military science) =650 \0$aViolence$xPrevention. =650 14$aAMHS. =650 24$aConveyor. =650 24$a450 mm wafer fabrication. =650 24$aPreemptive. =700 1\$aChung, Y.-T.,$eauthor. =700 1\$aWang, Y.-H.,$eauthor. =700 1\$aDuong, M.-T.,$eauthor. =700 1\$aLin, T.-F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150427.htm =LDR 03673nab a2200505 i 4500 =001 JTE20150382 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150382$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150382$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD96.I5 =082 04$a535.8/42$223 =100 1\$aMeier, D. C.,$eauthor. =245 10$aFourier Transform Infrared Absorption Spectroscopy for Quantitative Analysis of Gas Mixtures at Low Temperatures for Homeland Security Applications /$cD. C. Meier, K. D. Benkstein, W. S. Hurst, P. M. Chu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aPerformance standard specifications for point chemical vapor detectors are established in ASTM E2885-13 and ASTM E2933-13. The performance evaluation of the detectors requires the accurate delivery of known concentrations of the chemical target to the system under test. Referee methods enable the analyte test concentration and associated uncertainties in the analyte test concentration to be validated by independent analysis, which is especially important for reactive analytes. This work extends the capability of a previously demonstrated method for using Fourier transform infrared (FT-IR) absorption spectroscopy for quantitatively evaluating the composition of vapor streams containing hazardous materials at acute exposure guideline levels (AEGL) to include test conditions colder than laboratory ambient temperatures. The described method covers the use of primary reference spectra to establish analyte concentrations, the generation of secondary reference spectra suitable for measuring analyte concentrations under specified testing environments, and the use of additional reference spectra and spectral profile strategies to mitigate the uncertainties due to impurities and water condensation within the low-temperature (7°C, -5°C) test cell. Important benefits of this approach include verification of the test analyte concentration with characterized uncertainties by in situ measurements co-located with the detector under test, near-real-time feedback, and broad applicability to toxic industrial chemicals. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aQuantitative analysis. =650 \0$aInfrared spectroscopy. =650 \0$aFourier transform spectroscopy. =650 14$aTest method independent referee. =650 24$aFourier transform infrared (FT-IR) absorption spectroscopy. =650 24$aToxic industrial chemicals (TICs) =650 24$aQuantitative analysis. =700 1\$aBenkstein, K. D.,$eauthor. =700 1\$aHurst, W. S.,$eauthor. =700 1\$aChu, P. M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150382.htm =LDR 02484nab a2200505 i 4500 =001 JTE12525J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12525J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12525J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA492.A3 =082 04$a668.3$223 =100 1\$aCrosley, PB.,$eauthor. =245 12$aA Thick Adherend, Instrumented Double-Cantilever-Beam Specimen for Measuring Debonding of Adhesive Joints /$cPB. Crosley, EJ. Ripling. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aAn inexpensive test method for evaluating the debond resistance of adhesive joints is described. A double-cantilever-beam specimen is used, and a strain gage is mounted on the unbonded portion of one adherend. When a fixed displacement is applied to the end of the specimen, the strain gage output along with the specimen compliance and the amount of fixed displacement at the end of the specimen are used to calculate the crack length, a, and the sustainable crack driving force, G, at the time the gage is read. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDebonding. =650 \0$aAdhesive testing. =650 \0$aAdhesivejoints. =650 \0$aAdhesivejoints --Testing. =650 \0$aFracture toughness testing. =650 14$aFracture toughness testing. =650 24$aAdhesive testing. =650 24$aDebonding. =650 24$aStress corrosion cracking. =700 1\$aRipling, EJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12525J.htm =LDR 03049nab a2200529 i 4500 =001 JTE12536J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12536J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12536J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.U7 =082 04$a669/.2931$223 =100 1\$aSantoliquido, PM.,$eauthor. =245 10$aPreparation and Certification of Uranium Oxide (U3O8) Spectrometric Reference Materials /$cPM. Santoliquido. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aThis paper describes the preparation, provisional certification, and certification of reference materials for the trace element analysis for uranium oxide (U3O8). The reference materials were prepared by the addition of solution pools containing the trace elements to a dry base of high-purity uranium oxide (U3O8) with subsequent mixing, drying, milling, and blending. Provisional certification was accomplished through an interlaboratory program in which four different laboratories analyzed the reference materials by carrier distillation d-c arc emission spectroscopy. The full certification of these reference material requires concordant results by two independent methods of analysis. Newer methods of analysis, such as graphite-furnace atomic absorption spectrophotometry and inductively-coupled plasma emission spectrometry, unavailable when the last reference material of this type was certified, have figured prominently in the certification of newer reference materials, a project now nearing completion. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aReference materials. =650 \0$aTrace element analysis. =650 \0$aUranium. =650 \0$aUraniumalloys. =650 \0$aEnergy. =650 \0$aNuclear Energy. =650 \0$aNuclear Engineering. =650 14$aReference materials. =650 24$aTrace element analysis. =650 24$aUranium oxide (U3O8) matrix. =650 24$aGraphite-furnace atomic absorption. =650 24$aInductively-coupled plasma. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12536J.htm =LDR 02589nab a2200541 i 4500 =001 JTE12524J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12524J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12524J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.22 =082 04$a620.11233$223 =100 1\$aGong, ZL.,$eauthor. =245 10$aDeformation of Aluminum Alloy under Cyclic Creep Loadings /$cZL. Gong, TR. Hsu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aCyclic creep tests were conducted on an aluminum alloy at 160 and 200°C. Measured results indicated that mechanical load cycling with long dwell periods can produce significant creep acceleration. Such creep acceleration not only resulted in the increasing of minimum strain rate at subsequent loading cycles, but also reduced the creep rupture life of the material. Microstructure examinations by TEM and SEM were carried out to study microstructural damages under monotonic and cyclic loadings. Results indicated that remobilization of dislocation and damage enhancement during stress cycling were chiefly responsible for creep acceleration. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aCyclic. =650 \0$aDwell time. =650 \0$aAcceleration. =650 \0$aBrittleness. =650 \0$aFracture mechanics. =650 \0$aMaterials at high temperatures. =650 \0$aMaterials$xCreep. =650 14$aCreep. =650 24$aCyclic. =650 24$aAcceleration. =650 24$aDwell time. =700 1\$aHsu, TR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12524J.htm =LDR 02590nab a2200637 i 4500 =001 JTE12534J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12534J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12534J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.163$223 =100 1\$aRidsdale, PD.,$eauthor. =245 10$aWhat Constitutes a Reference Material and How Is It Certified? /$cPD. Ridsdale, RP. Meeres. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThere has been much discussion in recent years regarding the definitions of Reference Material (RM) and Certified Reference Material (CRM). The authors give their interpretations of the definitions given in the Guides published by the International Organization for Standardization (ISO) as applied to the metals analysis laboratory. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAnalysis. =650 \0$aCalibration. =650 \0$aMeasurement. =650 \0$aCertification. =650 \0$aMetals industry. =650 \0$aQuality control. =650 \0$aReference Materials. =650 \0$aStatistical evaluation. =650 \0$aMetals$xTesting. =650 \0$aMetal crystals. =650 \0$aMetal Alloy. =650 14$aAnalysis. =650 24$aCalibration. =650 24$aCertification. =650 24$aCertified Reference Materials. =650 24$aMeasurement. =650 24$aMetals industry. =650 24$aQuality control. =650 24$aReference Materials. =650 24$aStatistical evaluation. =700 1\$aMeeres, RP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12534J.htm =LDR 03428nab a2200493 i 4500 =001 JTE12529J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12529J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12529J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a621.48/35$223 =100 1\$aKapp, JA.,$eauthor. =245 10$aImproved Wide Range Expressions for Displacements and Inverse Displacements for Standard Fracture Toughness Specimens /$cJA. Kapp. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aWide range expressions (interpolating polynomials) for displacements for standard ASTM fracture testing specimens have been developed. The strategy was to fit displacements as a function of crack length for all the specimens using a similar form of nondimensional displacement. Different forms appear in different ASTM standards for the same or similar specimens. The criterion used to establish the degree of polynomial fit and number of significant figures for the coefficients of the polynomial was for the polynomial to agree with the best available numerical displacement solutions to within 1% or better. Once the polynomials for displacement as a function of crack length were developed, inverted forms of the specific interpolating polynomials were obtained to determine relative crack length (a/W) as a function of displacement. Since the inverted polynomial will be used in tandem with the interpolating polynomial, the inverted polynomial was fit to the interpolating polynomial and not the numerical solution for displacement. Three forms of nondimensional displacements were used to invert the interpolating polynomials. The criterion used to establish the degree of polynomial and the number of significant figures of the coefficients of the polynomial was for the predicted relative crack length to agree with the actual relative crack depth to within 0.0005W. A sensitivity analysis was performed to suggest which form of interpolating polynomial should be used for standards. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture testing. =650 \0$aFracture specimens. =650 \0$aFracture toughness. =650 \0$aNondestructive testing. =650 \0$aFracture mechanics. =650 14$aFracture mechanics. =650 24$aFracture testing. =650 24$aFracture specimens. =650 24$aFracture mechanics analysis. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12529J.htm =LDR 03188nab a2200601 i 4500 =001 JTE12531J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12531J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12531J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620.1126$223 =100 1\$aRasberry, SD.,$eauthor. =245 10$aStandard Reference Materials :$bNBS-ASTM Cooperation /$cSD. Rasberry. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis paper reviews the cooperation between ASTM and the National Bureau of Standards (NBS) in a Research Associate Program to certify and distribute metal Standard Reference Materials (SRMs). Since the initiation of the program in 1975, more than 200 SRM types have been completed and made available to the technical community. Besides describing the cooperative effort, the paper summarizes the status of the metal SRM program at NBS and shows how SRMs, in general, integrate with the standards-writing activities of ASTM. While this shared activity has been very successful over the past 12 years-in fact, a model for industry-government technical cooperation-a difficult technical problem must now be resolved to assure future success. That problem is a growing shortage of classical chemists who are expert in the analytical chemical metrology needed to certify SRMs. A proposal is made that the joint work of ASTM and NBS be expanded to include addressing this serious shortage. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMetals. =650 \0$aMetal analysis. =650 \0$aClassical chemistry. =650 \0$aAnalytical chemistry. =650 \0$aCooperative research. =650 \0$aMetal standardization. =650 \0$aMaterials$xFatigue$xTesting. =650 \0$aStrains and stresses$xTesting. =650 \0$aFatigue. =650 \0$aMaterials. =650 14$aStandard Reference Material (SRM) =650 24$aMetals. =650 24$aCooperative research. =650 24$aIndustry-government cooperation. =650 24$aMetal analysis. =650 24$aMetal standardization. =650 24$aAnalytical chemistry. =650 24$aClassical chemistry. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12531J.htm =LDR 02470nab a2200565 i 4500 =001 JTE12523J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12523J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12523J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aUS1 DJ49 =082 04$a624$223 =100 1\$aBrown, ER.,$eauthor. =245 10$aEvaluation of Variability in Resilient Modulus Test Results (ASTM D 4123) /$cER. Brown, KY. Foo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aSamples of asphalt mixture were evaluated in the laboratory under various conditions to evaluate the repeatability of the resilient modulus test and the effect of stress on the measured resilient modulus. Some samples were prepared in the laboratory, others were obtained from in-place pavements that had been subjected to traffic. The independent variables included stress, test temperature, and maximum aggregate size. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aVariance. =650 \0$aAsphalt mixes. =650 \0$aRepeatability. =650 \0$aStandard error. =650 \0$aSurface properties. =650 \0$aRoughness. =650 \0$aResilient modulus. =650 \0$aCoarse aggregates. =650 14$aResilient modulus. =650 24$aAsphalt mixes. =650 24$aRepeatability. =650 24$aVariance. =650 24$aStandard error. =650 24$aCoefficient of variation. =700 1\$aFoo, KY.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12523J.htm =LDR 03720nab a2200685 i 4500 =001 JTE12527J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12527J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12527J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a621.48/35$223 =100 1\$aTobler, RL.,$eauthor. =245 10$aCharpy Impact Tests Near Absolute Zero /$cRL. Tobler, RP. Reed, IS. Hwang, MM. Morra, RG. Ballinger, H. Nakajima, S. Shimamoto. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aWe review Charpy impact testing at extreme cryogenic temperatures, especially at liquid helium temperature (4 K), considering methods of testing and calibration, thermal behavior during the various stages of testing, and correlations between Charpy absorbed energy and quantitative toughness parameters. Because of the very low specific heats of metals near absolute zero, any surface condensation of gases, convective or conductive heat transfer, or plastic deformation during a test will cause the specimen temperature to rise rapidly. Consequently, valid impact tests of alloys at 4 K can not be performed according to the procedure outlined in ASTM Methods E 23-88. During Charpy tests, the temperature of austenitic steel specimens, initially at or near 4 K, may in fact rise outside the cryogenic regime. Fracture does not occur at the intended temperature, but at an uncontrolled temperature, since materials with different work hardening rates heat differently. In view of the temperature rise variability and scatter in measurements and property correlations, we conclude that it is not possible to accurately estimate the 4 K fracture toughness of ductile steels, or rank them properly, using Charpy tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImpact tests. =650 \0$aLiquid helium. =650 \0$aAdiabatic heat. =650 \0$aTest standards. =650 \0$aCryogenic tests. =650 \0$aAustenitic alloys. =650 \0$aStrain rate effects. =650 \0$aFracture toughness. =650 \0$aNondestructive testing. =650 14$aAdiabatic heat. =650 24$aAustenitic alloys. =650 24$aCryogenic properties of materials. =650 24$aCryogenic tests. =650 24$aFracture toughness. =650 24$aImpact tests. =650 24$aLiquid helium. =650 24$aMechanical behavior of materials. =650 24$aStrain rate effects. =650 24$aTest standards. =700 1\$aReed, RP.,$eauthor. =700 1\$aHwang, IS.,$eauthor. =700 1\$aMorra, MM.,$eauthor. =700 1\$aBallinger, RG.,$eauthor. =700 1\$aNakajima, H.,$eauthor. =700 1\$aShimamoto, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12527J.htm =LDR 02887nab a2200625 i 4500 =001 JTE12535J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12535J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12535J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.163$223 =100 1\$aNagourney, SJ.,$eauthor. =245 10$aMetals Analysis in the Plastics Additives Industry :$bQuality Assurance Considerations /$cSJ. Nagourney, RK. Madan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aA discussion of the methods used for the atomic spectroscopic determination of barium, cadmium, zinc, and phosphorus in vinyl stabilizers is presented. Comparison with aqueous measurements shows that the determination in organic media by inductively-coupled plasma atomic emission spectroscopy (ICP-AES) is the most desirable analytical approach for these samples. Evaluation of a variety of potential materials shows well-characterized in-house products to be viable, and even preferred, reference materials for the verification of the accuracy of these analyses. Alternative analytical techniques, interlaboratory comparisons, and the use of control charts are also discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAtomic. =650 \0$aICP-AES. =650 \0$aStandards. =650 \0$aControl charts. =650 \0$aMetal analysis. =650 \0$aQuality assurance. =650 \0$aAtomic spectroscopy. =650 \0$aReference materials. =650 \0$aMetals$xTesting. =650 \0$aMetal crystals. =650 14$aICP-AES. =650 24$aAAS. =650 24$aAtomic. =650 24$aAtomic spectroscopy. =650 24$aQuality assurance. =650 24$aMetal analysis. =650 24$aStandards. =650 24$aReference materials. =650 24$aControl charts. =700 1\$aMadan, RK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12535J.htm =LDR 01624nab a2200397 i 4500 =001 JTE12530J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12530J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12530J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD132 =082 04$a546/.3$223 =100 1\$aBottone, NL.,$eauthor. =245 10$aIntroduction to Symposium on the Use of Reference Materials in the Metals Analysis Laboratory /$cNL. Bottone. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMetals,Analysis. =650 \0$aGases,Analysis. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12530J.htm =LDR 02694nab a2200601 i 4500 =001 JTE12528J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12528J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12528J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620.1126$223 =100 1\$aGoodwin, FE.,$eauthor. =245 12$aA New Method for Burst Testing of Low Strength Materials /$cFE. Goodwin, P. Nguyen-Duy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aA new technique for burst testing of low strength materials has been developed. A viscous organosilicate compound with rheopectic flow characteristics is compressed inside a hollow cylinder of the material to be tested. The compressive load is transmitted using a conventional tensile testing machine. The technique allows easy measurement of critical burst values and also intermediate values of tangential and radial stresses which provide further insight into the behavior of the test material near its bursting load. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLead alloys. =650 \0$aTest methods. =650 \0$aBurst testing. =650 \0$aCable sheathing. =650 \0$aOrganosilicates. =650 \0$aRheopectic behavior. =650 \0$aMaterials$xFatigue$xTesting. =650 \0$aStrains and stresses$xTesting. =650 \0$aMaterials. =650 14$aLead. =650 24$aLead alloys. =650 24$aBurst testing. =650 24$aTest methods. =650 24$aRheopectic behavior. =650 24$aOrganosilicates. =650 24$aCable sheathing. =650 24$aElectric power distribution. =700 1\$aNguyen-Duy, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12528J.htm =LDR 03794nab a2200757 i 4500 =001 JTE12533J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12533J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12533J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.163$223 =100 1\$aHurwitz, JK.,$eauthor. =245 10$aComputer-Aided Homogeneity Testing of Proposed Metal and Metal Alloy Reference Materials /$cJK. Hurwitz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aIn an analytical laboratory, reference materials are used for several purposes, including the calibration of analytical instruments, periodic standardization of these instruments, and verification that the standardization is correct. Reference materials are also used to confirm that an analysis is performed with optimum precision and is not biased, and to determine the presence and effects of interferences. All of these applications require that proposed reference materials be evaluated for homogeneity. To this end, specimens are cut at regular intervals from bars selected for evaluation and identified accordingly. Across the entire cross section of each specimen, a flat surface is prepared as specified by the analytical method. The specimens are analyzed in random order by optical emission spectrometry, once at the center of the specimen and twice as close to the edge of the specimen as possible. If X-ray emission (fluorescent) spectrometry is used, two analyses are performed with a fresh specimen preparation before each analysis. Statistical analyses are performed on the values obtained for each element to determine whether there are significant differences in composition between center and edge or among specimens. This procedure has been used successfully for ten years to evaluate proposed reference materials prior to certification. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aZinc. =650 \0$aSteel. =650 \0$aAlloys. =650 \0$aCopper. =650 \0$aAluminum. =650 \0$aAnalysis. =650 \0$aSpecimens. =650 \0$aEvaluation. =650 \0$aStatistics. =650 \0$aComposition. =650 \0$aHomogeneity. =650 \0$aSpectroscopy. =650 \0$aDetermination. =650 \0$aReference materials. =650 \0$aMetals$xTesting. =650 \0$aMetal crystals. =650 \0$aMetal Alloy. =650 14$aReference materials. =650 24$aSpectroscopy. =650 24$aSpecimens. =650 24$aStatistics. =650 24$aSteel. =650 24$aAluminum. =650 24$aCopper. =650 24$aZinc. =650 24$aAlloys. =650 24$aEvaluation. =650 24$aAnalysis. =650 24$aDetermination. =650 24$aHomogeneity. =650 24$aComposition. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12533J.htm =LDR 01951nab a2200409 i 4500 =001 JTE12537J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12537J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12537J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS156.8 =082 04$a670.42$223 =100 1\$aKowalewski, MJ.,$eauthor. =245 10$aDefect Preventions :$bUse of Simple Statistical Tools /$cMJ. Kowalewski. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aVictor Kane has written this book for those with enough basic math to calculate mean, median, range, and standard deviation. His is a text on statistical thinking, not statistical theory, intended for managers, engineers, quality specialist, and students. Case studies and problems are given at the end of each chapter. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aProcess control$xStatisticalmethods. =650 \0$aDefect Prevention. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12537J.htm =LDR 02689nab a2200565 i 4500 =001 JTE12526J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12526J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12526J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA433 =082 04$a666.7$223 =100 1\$aWinslow, D.,$eauthor. =245 10$aPredicting the Durability of Paving Bricks /$cD. Winslow. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aThe pore size distributions of approximately 110 bricks removed from existing pavements were measured using mercury intrusion. These distributions were used to calculate a Durability Factor using the method of Maage. This Durability Factor was then correlated with the observed durability performance of the pavements. It was found that all bricks with a Durability Factor greater than 90 exhibited no freeze/thaw durability problems. Further, with very few exceptions, all bricks with a Durability Factor less than 90 were suffering freeze/thaw failures. This procedure is both more accurate and faster for selecting potentially durable bricks than the current use of absorption measurements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBricks. =650 \0$aAbsorption. =650 \0$aPore structure. =650 \0$aMercury intrusion. =650 \0$aDurability testing. =650 \0$aBricks$xTesting. =650 \0$aThe construction. =650 \0$aStrength of materials. =650 \0$aDurability. =650 14$aBricks. =650 24$aDurability. =650 24$aDurability testing. =650 24$aPore structure. =650 24$aMercury intrusion. =650 24$aAbsorption. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12526J.htm =LDR 02919nab a2200685 i 4500 =001 JTE12532J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12532J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12532J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.1/183/0724$223 =100 1\$aKennedy, WR.,$eauthor. =245 10$aCertification :$bWhat It Means for Inhomogeneity and Reference Materials /$cWR. Kennedy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aA comparison is made between concepts Americans and foreigners have of the term certification. The paper discusses the requirements for a Standard Reference Material (SRM) Certificate and a Certified Reference Material (CRM) Certificate, and how what appears on the Certificate affects our concepts of homogeneity and inhomogeneity. Also discussed is why who issues a Certificate sometimes is more important than what is on the Certificate. The paper is a challenge to standardize SRM and CRM Certificates. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAccuracy. =650 \0$aPrecision. =650 \0$aDefinitions. =650 \0$aHomogeneity. =650 \0$aTerminology. =650 \0$aCertificates. =650 \0$aInhomogeneity. =650 \0$aReference materials. =650 \0$aAnalysis of variance. =650 \0$aMaterial variability. =650 \0$aCertification process. =650 \0$aComposite materials$xTesting. =650 14$aTerminology. =650 24$aDefinitions. =650 24$aStandard reference material. =650 24$aCertified reference material. =650 24$aCertificates. =650 24$aHomogeneity. =650 24$aInhomogeneity. =650 24$aCertification process. =650 24$aReference materials. =650 24$aMaterial variability. =650 24$aPrecision. =650 24$aAccuracy. =650 24$aAnalysis of variance. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12532J.htm =LDR 02677nab a2200541 i 4500 =001 JTE10747J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10747J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10747J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1770 =082 04$a677$223 =100 1\$aColbert, GP.,$eauthor. =245 10$aEstimation of End Corrections in Capillary Flow /$cGP. Colbert, KD. Ziegel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aA simple method is described for estimating end corrections in capillary flow. It is based on Bird's technique for predicting recoverable shear strain from viscosity data and using these predicted values in the Tanner equation. A shortcoming of the method is the technique for correcting the Tanner equation for capillary length to diameter ratio so that this method is not satisfactory for capillaries shorter than a L/D ratio of eight. Using longer dies, good agreement is seen between values corrected by this method and those corrected by the Bagley method. Since this method uses data from a single die, it should be of interest to industrial technologists concerned with the time and effort involved in correcting data via the Bagley method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aViscosity. =650 \0$aRheometers. =650 \0$aShear strain. =650 \0$aCapillary flow. =650 \0$aElastomers. =650 \0$aIndustrial fabrics. =650 \0$aRubber. =650 14$aElastomers. =650 24$aCapillary flow. =650 24$aShear strain. =650 24$aViscosity. =650 24$aRheometers. =700 1\$aZiegel, KD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10747J.htm =LDR 03779nab a2200589 i 4500 =001 JTE10740J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10740J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10740J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC661 =082 04$a539.2$223 =100 1\$aBayoumi, MR.,$eauthor. =245 10$aDeep-Drawing of Anisotropic Work-Hardening Sheet Metals Into a High-Pressure Medium /$cMR. Bayoumi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aTheoretical studies for the pressure-assisted deep-drawing operation have been conducted to determine the largest cup that could be drawn for different materials. Theoretical results for materials characterized by material constant n values and normal anisotropy R values were obtained considering the coefficient of friction ? as 0.0, 0.05, 0.1, and 0.2 values. Tensile instability is shown to be the most appropriate condition in controlling the limiting drawing ratio for the pressure process. Smooth and rough, hemispherical and conical headed punches were used to obtain practical limiting drawing ratios using different materials and different lubricants. Sheet metals used in this work were annealed 70/30 brass, mild steel, and annealed aluminum. Sheet metals were characterized by the relation effective stress ? = A?n where A is a material constant and ? is strain. The anisotropy of the sheet metal was measured by R value for the rolling direction, 45° to the rolling direction and perpendicular to the rolling direction. A test rig, with a specially designed relief valve that controlled pressure in a range from zero up to 100 MPa and a specially designed strain gauge load cell, were constructed to carry out the experimental work. The pressure-assisted deep-drawing has been experimentally proven to be successful in obtaining higher limiting drawing ratios when deep-drawing with hemispherical and conical headed punches. Comparison between theoretical results and experimental results and the experiments of previous research workers has demonstrated the importance of taking friction into account in the theoretical analysis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFriction. =650 \0$aInstability. =650 \0$aDeep-drawing. =650 \0$aMetal sheets. =650 \0$aLimiting drawing ratios. =650 \0$aDeep-drawing experiments. =650 \0$aAnisotropy. =650 \0$aCosmology. =650 \0$aElectromagnetic waves. =650 14$aDeep-drawing. =650 24$aMetal sheets. =650 24$aAnisotropy. =650 24$aPressureassisted deep-drawing. =650 24$aLimiting drawing ratios. =650 24$aInstability. =650 24$aFriction. =650 24$aDeep-drawing experiments. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10740J.htm =LDR 03249nab a2200529 i 4500 =001 JTE10745J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10745J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10745J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1892 =082 04$a678$223 =100 1\$aKarg, RF.,$eauthor. =245 10$aProcessibility Testing of Styrene-Butadiene Rubber 1500 /$cRF. Karg. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aStudies of the rheological behavior upon milling and compounding of styrene-butadiene rubber (SBR) polymers having different molecular weight and molecular weight distribution using the Monsanto processibility tester show that polymers having a high molecular weight fraction have higher stress-relaxation time values, because of the higher degree of polymer entanglements. As temperature is increased, the high molecular friction has less effect on the stress-relaxation time. Polymers not having high molecular weight fractions show viscosity to be directly proportional to stress relaxation values tested on specimens before and after being submitted to polymer breakdown on a lab mill. Experiments measure the degree of high molecular weight breakdown and the chain extension and contraction that occurs during milling and time conditioning. Increasing test temperature shows a decrease in stress relaxation time. Compound viscosity values of polymers having high molecular weight fraction decrease less upon increasing temperatures than polymers having no high molecular weight fraction. The processibility tester can be used to characterize the rheological properties of an elastomer or its compounds. This information can be used to duplicate a "good" processing compound or to detect a "bad" one based on the particular processing requirements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStress. =650 \0$aPolymers. =650 \0$aViscosity. =650 \0$aRheological properties. =650 \0$aStyrene-Butadiene Rubber. =650 \0$aNitrile rubber. =650 \0$aElastomers. =650 14$aPolymers. =650 24$aRheological properties. =650 24$aElastomers. =650 24$aViscosity. =650 24$aStress. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10745J.htm =LDR 03492nab a2200709 i 4500 =001 JTE10738J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10738J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10738J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA357.5.M43 =082 04$a620.1/064/0287$223 =100 1\$aMamlouk, MS.,$eauthor. =245 10$aRheology of Cold-Recycled Pavement Materials Using Creep Test /$cMS. Mamlouk. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe recycling technique of asphalt pavement materials has been used in the past decade, however, unsolved problems still exist such as rutting or instability. The slow reaction of the softening agents or the new binders or both may be responsible for this phenomenon. The viscosity of the binder in the cold-recycled pavement materials mixed with emulsified asphalts is experimentally analyzed by evaluating certain rheological characteristics of the mixture using the creep test at three temperatures. The properties of the recycled mixture are determined at both early and accelerated long-term aging and the results are compared with the properties of virgin materials. Master creep curves are developed using the time-temperature superposition technique. The creep behavior of the recycled asphalt mixture used in this study does not support the hypothesis of the long-term reaction between the emulsified asphalt and the reclaimed materials. In addition, the bulk specific gravity and the retained moisture in the compacted recycled mixture were evaluated at various ages. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCuring. =650 \0$aAsphalts. =650 \0$aPavements. =650 \0$aCreep test. =650 \0$aCirculation. =650 \0$aBurgers models. =650 \0$aCold-recycling. =650 \0$aViscoelasticity. =650 \0$aAsphalt emulsions. =650 \0$aLong-term behavior. =650 \0$aReclaimed materials. =650 \0$aRheology. =650 \0$aFluid dynamic measurements. =650 \0$aComplex fluids. =650 14$aCirculation. =650 24$aAsphalts. =650 24$aPavements. =650 24$aRheology. =650 24$aReclaimed materials. =650 24$aCold-recycling. =650 24$aAsphalt emulsions. =650 24$aViscoelasticity. =650 24$aCreep test. =650 24$aBurgers models. =650 24$aTime-temperature superposition. =650 24$aCuring. =650 24$aLong-term behavior. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10738J.htm =LDR 02698nab a2200517 i 4500 =001 JTE10746J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10746J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10746J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aAS284 =082 04$a378.485$223 =100 1\$aHall, ML.,$eauthor. =245 10$aEffects of Mechanical Drying on Styrene-Butadiene Rubber /$cML. Hall, GF. Trott. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aIn the commercial production of styrene-butadiene copolymers, the finished product is dried by oven-type dryers or by mechanical-type dryers. Our goal was to determine if, and to what extent, the severe conditions of mechanical drying effect the viscoelastic properties of the copolymer. It was determined that mechanical drying added to the "shear history" of the polymer and contributed to premature breakdown. Furthermore, the rheological properties of the polymer are altered in a manner that suggests the presence of long-chain branching. These alterations persist in the compounded stock as variations in the elastic properties of the uncured material. The shear history of a compound is important to its processibility. This history begins at the production of the base polymers and may be of concern to the user. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDrying. =650 \0$aPolymers. =650 \0$aElastomers. =650 \0$aStyrene butadiene resins. =650 \0$aDaphniamagna. =650 \0$aGrowth. =650 14$aElastomers. =650 24$aPolymers. =650 24$aDrying. =650 24$aStyrene butadiene resins. =700 1\$aTrott, GF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10746J.htm =LDR 02709nab a2200625 i 4500 =001 JTE10744J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10744J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10744J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aAS284 =082 04$a378.485$223 =100 1\$aDauble, DD.,$eauthor. =245 10$aEvaluation of the Ultrasonic Method for Solubilizing Dapnia magna Before Liquid Scintillation Counting /$cDD. Dauble, RW. Hanf, DW. Carlile. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aAdult Daphnia magna were exposed to 14C-labeled phenol and tissues analyzed for 14C uptake by three methods: (1) tissue solubilizer, (2) tissue solubilizer plus sonication, and (3) sonication alone. Analysis by liquid scintillation counting revealed that measurements of total activity among treatments were not significantly different (? <= 0.10) at two count levels. Sonicated samples showed less variation than tissue samples that were solubilized. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBiouptake. =650 \0$aSonication. =650 \0$aDaphnia magna. =650 \0$aAquatic animals. =650 \0$aAquatic biology. =650 \0$aTissues (biology) =650 \0$aTissue solubilizer. =650 \0$aLiquid scintillation. =650 \0$aDaphniamagna. =650 \0$aGrowth. =650 14$aAquatic animals. =650 24$aAquatic biology. =650 24$aTissues (biology) =650 24$aBiouptake. =650 24$aSonication. =650 24$aTissue solubilizer. =650 24$aLiquid scintillation. =650 24$aDaphnia magna. =700 1\$aHanf, RW.,$eauthor. =700 1\$aCarlile, DW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10744J.htm =LDR 02963nab a2200721 i 4500 =001 JTE10739J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10739J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10739J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP155.2.M35 =082 04$a660$223 =100 1\$aZhao-dong, X.,$eauthor. =245 10$aResearch into Aperture Parameters of Point-Bonded Waterproof Layers /$cX. Zhao-dong, C. De-kun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aIn this paper the requirements for resistance to cracking and wind suction of waterproof layers are studied. According to the data obtained by practical measurement, a rheological model of Chinese asphalt felt was constructed. The paper presents a general method to determine aperture parameters of perforated asphalt felt and a feasible way to extend the free deformation length. The value of aperture parameters of Chinese perforated asphalt felt is given. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBonding. =650 \0$aAsphalts. =650 \0$aApertures. =650 \0$aBurgers body. =650 \0$aWind suction. =650 \0$aPoint bonding. =650 \0$aRheological model. =650 \0$aCracking resistance. =650 \0$aWaterproof coatings. =650 \0$aAperature parameters. =650 \0$aPerforated asphalt felt. =650 \0$aExtension of free length. =650 \0$aParameters. =650 \0$aParameter estimation. =650 \0$aGaussian processes. =650 14$aWaterproof coatings. =650 24$aBonding. =650 24$aAsphalts. =650 24$aApertures. =650 24$aPerforated asphalt felt. =650 24$aPoint bonding. =650 24$aAperature parameters. =650 24$aRheological model. =650 24$aBurgers body. =650 24$aWind suction. =650 24$aCracking resistance. =650 24$aExtension of free length. =700 1\$aDe-kun, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10739J.htm =LDR 03069nab a2200589 i 4500 =001 JTE10741J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10741J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10741J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRB150.F37 =082 04$a616/.0478$223 =100 1\$aTobler, RL.,$eauthor. =245 10$aInterstitial Carbon and Nitrogen Effects on the Cryogenic Fatigue Crack Growth of AISI 304 Type Stainless Steels /$cRL. Tobler, RP. Reed. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aConstant-load-amplitude fatigue crack propagation (FCP) rate measurements are reported for AISI 304 (Unified Numbering System [UNS] S30400) type stainless steels having variable carbon-plus-nitrogen (C+N) contents. Rates at stress-intensity factors from 20 to 70 MPa .m½ were measured using 25-mm-thick compact specimens. The Fe-18Cr-10Ni steels tested exhibited partial martensitic phase transformations during tests at 76 and 4K, but not during tests at 295 K. The behavior varied considerably with composition: at high C+N contents (0.187% by weight or greater) the FCP resistance was lower at 4 than at 295 K, whereas at low C+N contents (0.067% by weight) the FCP resistance was significantly higher at 4 than at 295 K. The improved cryogenic behavior at low C+N contents was associated with a transition in failure micromechanisms. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCryogenics. =650 \0$aStainless steels. =650 \0$aCrack propagation. =650 \0$aFatigue (materials) =650 \0$aLow temperature tests. =650 \0$aMechanical properties. =650 \0$aFatigue. =650 \0$aChronicfatiguesyndrome. =650 14$aAustenitic stainless steels. =650 24$aCrack propagation. =650 24$aCryogenics. =650 24$aMechanical properties. =650 24$aFatigue (materials) =650 24$aLow temperature tests. =650 24$aMartensitic phase transformation. =650 24$aStainless steels. =700 1\$aReed, RP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10741J.htm =LDR 02584nab a2200529 i 4500 =001 JTE10743J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10743J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10743J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK5105.875.I57 =082 04$a005.8$223 =100 1\$aShetty, D.,$eauthor. =245 10$aComputer Identification of Machined Surfaces /$cD. Shetty, C. Imbert. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThis paper highlights a new noncontact technique to assess the differences in surface characteristics of components machined by shaping, milling, turning, and grinding processes. The method suggested here is a laboratory analysis based on the process of intensity Fourier transformation taking place on the surface under testing. The measurements are made on the spatial frequency spectrum of the ground surface as an example, using lasers, rather than on the image of the surface. The results are analyzed by using an in-process microprocessor system to evaluate the surface characteristics immediately. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aComputers. =650 \0$aMachinery. =650 \0$aSurface properties. =650 \0$aOptical transformation. =650 14$aMachinery. =650 24$aSurface properties. =650 24$aComputers. =650 24$aMachined surface evaluation. =650 24$aSurface texture measurement. =650 24$aOptical transformation. =650 24$aIn-process microcomputer system. =700 1\$aImbert, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10743J.htm =LDR 03277nab a2200697 i 4500 =001 JTE10737J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10737J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10737J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA679 =082 04$a693.21$223 =100 1\$aCrandall, JS.,$eauthor. =245 10$aInsulated Masonry Construction Using Knockout Web Concrete Block /$cJS. Crandall. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThis paper presents details, experimental data, and evaluation of the performance of single-wythe concrete block wall construction incorporating nearly continuous insulation and thermal breaks between the faceshells and webs of two-core lightweight concrete masonry units. The results of lateral-load tests as well as dynamic heat exchange studies are discussed. Analysis of behavior under load indicates no difference in capacity or failure mode for the insulated block units when compared with conventional concrete masonry construction of comparable weight, thickness, and material properties. Overall conductance of insulated units is reduced 10 to 86%, depending on the dynamics of the heat exchange cycle, when compared to conventional units. Proposed refinements in the design of insulated units may achieve thermal performance comparable to "super insulated" construction in other materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWeb shear. =650 \0$aInsulation. =650 \0$aTrombe wall. =650 \0$aHeat transfer. =650 \0$aThermal break. =650 \0$aInsulated cores. =650 \0$aThermal storage. =650 \0$aThermal testing. =650 \0$aThermal behavior. =650 \0$aThermal dynamics. =650 \0$aHeat transmission. =650 \0$aInsulated masonry. =650 \0$aMasonry. =650 \0$aMasonry$xStandards. =650 14$aHeat transmission. =650 24$aHeat transfer. =650 24$aInsulation. =650 24$aInsulated cores. =650 24$aInsulated masonry. =650 24$aThermal behavior. =650 24$aThermal break. =650 24$aThermal dynamics. =650 24$aThermal storage. =650 24$aThermal testing. =650 24$aTrombe wall. =650 24$aWeb shear. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10737J.htm =LDR 02427nab a2200625 i 4500 =001 JTE10748J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10748J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10748J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1770 =082 04$a677$223 =100 1\$aKoopmann, RK.,$eauthor. =245 10$aImprovement of Standard Rheological Tests for Better Material Characterization /$cRK. Koopmann, H. Kramer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aDetails for two new tests for rheological material characterization are given resulting from the development of standard rheological tests:. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aViscosity. =650 \0$aViscosity number. =650 \0$aElasticity number. =650 \0$aRheological tests. =650 \0$aShear rate dependence. =650 \0$aShear history dependence. =650 \0$aElastomers. =650 \0$aIndustrial fabrics. =650 \0$aRubber. =650 14$aElastomers. =650 24$aRheological tests. =650 24$aViscosity. =650 24$aRubber polymers and compounds. =650 24$aMooney viscosity relaxation. =650 24$aParallel plate plastometer. =650 24$aViscosity number. =650 24$aElasticity number. =650 24$aShear rate dependence. =650 24$aShear history dependence. =700 1\$aKramer, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10748J.htm =LDR 02457nab a2200517 i 4500 =001 JTE10742J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10742J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10742J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP1180.P65 =082 04$a668.4234$223 =100 1\$aGradin, PA.,$eauthor. =245 10$aCrack Growth in High-Density Polyethylene Pipes /$cPA. Gradin, E. Arve. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aTo investigate the applicability of a theory developed by Schapery to crack growth in thermoplastic pipes, experiments were performed on high-density polyethylene (HDPE) pipes. In the experiments the pipes (with existing through-the-thickness cracks) were loaded by an internal pressure and the time-dependent crack length was measured. This was done at three different temperatures, 20, 30, and 80°C and for two cases of crack orientation, axial and circumferential. It was observed that the theory agreed reasonably well with the experimental data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPipes. =650 \0$aCrack propagation. =650 \0$aViscoelastic pipes. =650 \0$aPolyethylene. =650 \0$aPlastics. =650 14$aCrack propagation. =650 24$aPipes. =650 24$aPolyethylene. =650 24$aViscoelastic pipes. =650 24$aAxial and circumferential cracks. =700 1\$aArve, E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10742J.htm =LDR 02603nab a2200517 i 4500 =001 JTE11128J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11128J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11128J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/126$223 =100 1\$aMoskovic, R.,$eauthor. =245 10$aRegression Analysis of Single Specimen Fracture Toughness Data with Serially Correlated Errors /$cR. Moskovic, PL. Windle. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe statistical properties of errors associated with J-integral estimates and crack growth measurements obtained by single specimen fracture toughness test methods are examined. It is shown that the errors in the J estimates can be serially correlated. Slope and intercept estimates and their standard errors are derived for the fitted line on the basis of a regression model, suggested by Mandel, which makes allowance for the serial correlation of errors in J. A theoretical model is developed to compare the scatter apparent on a J/?a plot with the true error inherent in the data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture toughness. =650 \0$aRegression analysis. =650 \0$aLower bound toughness. =650 \0$aSingle specimen testing. =650 \0$aFracturemechanics. =650 14$aFracture toughness. =650 24$aSingle specimen testing. =650 24$aSerial correlation of errors. =650 24$aRegression analysis. =650 24$aLower bound toughness. =700 1\$aWindle, PL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11128J.htm =LDR 03017nab a2200565 i 4500 =001 JTE11129J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11129J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11129J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH7725 =082 04$a621.32$223 =100 1\$aGriswold, NC.,$eauthor. =245 10$aMorphological Structures in Analysis and Inspection of Hole Quality in Fiber Composites /$cNC. Griswold, WA. Massarweh, CL. Hough. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aUse of vision systems for evaluating hole quality in fiber composites is gaining acceptance. As cost of production becomes increasingly critical, manufacturers are seeking methods for production which have high speed through-put and are less computationally intensive. The solution to these types of dilemmas is in the algorithm structure as opposed to simply more computing power. This paper presents algorithms for high quality evaluation of composite machining and drill wear. This research applies mathematical morphology as an image processing construct and demonstrates its utility by evaluating several drilling operations with fiber composites. It is concluded that this method allows higher through-put and less cost of checking holes during the machining process. The algorithm's structure is implementable on most personal computers compatible with the IBM PC-AT class. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInspection. =650 \0$aComputer vision. =650 \0$aFiber composites. =650 \0$aPattern recognition. =650 \0$aMorphological filtering. =650 \0$aLighting. =650 \0$aFiberoptics. =650 \0$aLighting, Architectural and decorative. =650 14$aFiber composites. =650 24$aInspection. =650 24$aComputer vision. =650 24$aPattern recognition. =650 24$aMorphological filtering. =700 1\$aMassarweh, WA.,$eauthor. =700 1\$aHough, CL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11129J.htm =LDR 02477nab a2200481 i 4500 =001 JTE11132J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11132J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11132J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC915 =082 04$a551.57/1$223 =100 1\$aBatdorf, V.,$eauthor. =245 10$aEffect of Relative Humidity on Permeance of Coatings /$cV. Batdorf. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe water vapor permeance is defined as a ratio of the water vapor transmission of a body between two specified parallel surfaces, to the water vapor pressure difference between the two surfaces. Since water vapor pressure differential across a film is the principal driving force in water vapor diffusion through the film, the transmission rate through any particular film should have a linear relationship to the difference in relative humidity across the film for any fixed temperature condition. This linear relationship can only be true if the coating has no interaction with the water molecules passing through the film, and the film remains unchanged by relative humidity conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCoatings. =650 \0$aPermeance. =650 \0$aWater vapor diffusion. =650 \0$aHumidity. =650 \0$aWater vapor, Atmospheric. =650 14$aWater vapor diffusion. =650 24$aCoatings. =650 24$aPermeance. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11132J.htm =LDR 03008nab a2200601 i 4500 =001 JTE11130J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11130J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11130J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.7.S5 =082 04$a620.1/1245$223 =100 1\$aKoh, CG.,$eauthor. =245 10$aApplicability of the Southwell Plot to Shear Deformable Columns /$cCG. Koh, JM. Kelly. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThis paper examines the applicability of the Southwell method to predict the buckling load of columns where the shear deformation cannot be neglected. It is shown by mode superposition that the convergence of the series solution to the buckling mode is slow, since there are two critical loads of the same order associated with the first mode shape for rotation of the cross section. More important, the Southwell plot is not linear even when only one mode shape (corresponding to the lowest critical load in compression) is considered. An example of numerical simulation demonstrates that linearly fitting the Southwell plot can lead to significant errors in the prediction of the buckling load. The accuracy of buckling load determined by the Southwell method for typical elastomeric isolation bearings is also discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBuckling load. =650 \0$aBase isolation. =650 \0$aSouthwell plot. =650 \0$aHaringx's theory. =650 \0$aShear deformation. =650 \0$aElastomeric bearing. =650 \0$aExperimental technique. =650 \0$aFlexure. =650 \0$aMaterials$xThermal properties. =650 \0$aShear (Mechanics) =650 14$aSouthwell plot. =650 24$aHaringx's theory. =650 24$aExperimental technique. =650 24$aBuckling load. =650 24$aShear deformation. =650 24$aBase isolation. =650 24$aElastomeric bearing. =700 1\$aKelly, JM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11130J.htm =LDR 02153nab a2200505 i 4500 =001 JTE11133J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11133J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11133J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aKF8925.D36 =082 04$a347.73/77$223 =100 1\$aBasker, D.,$eauthor. =245 12$aA Useful Hedonic "Smiley" Scale /$cD. Basker. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aA hedonic scale was developed with 15 pictorial "Smiley" ratings. This scale was found useful for nonparametric assessment of quality by non-trained panels. A precise method is described for reporting median results. A method is described for quantitatively comparing rating distributions of similar products. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHedonic scale. =650 \0$aMedian rating. =650 \0$aVirtual median. =650 \0$aDamages$xTrial practice. =650 \0$aForensic economics. =650 \0$aHedonicdamages. =650 14$a"Smiley". =650 24$aHedonic scale. =650 24$aMedian rating. =650 24$aVirtual median. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11133J.htm =LDR 02383nab a2200541 i 4500 =001 JTE11131J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11131J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11131J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519.2/4$223 =100 1\$avan der Zwaag, S.,$eauthor. =245 14$aThe Concept of Filament Strength and the Weibull Modulus /$cS. van der Zwaag. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aThe strength of high-performance filaments is a complex parameter which can not be fully described with a single value. The Weibull model is used to describe the intrinsic statistical nature of the fracture strength. Possibilities and limitations of the Weibull model are illustrated. The relationship between material properties and the parameters in the Weibull model is discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrength. =650 \0$aWeibull theory. =650 \0$aWeibull modulus. =650 \0$aFracture toughness. =650 \0$aTheoretical strength. =650 \0$aWeibulldistribution. =650 \0$aWeibullverdeling. =650 14$aHigh-performance filaments. =650 24$aStrength. =650 24$aWeibull theory. =650 24$aWeibull modulus. =650 24$aFracture toughness. =650 24$aTheoretical strength. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11131J.htm =LDR 02482nab a2200529 i 4500 =001 JTE11135J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11135J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11135J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRD771.A5 =082 04$a616.7/3$223 =100 1\$aDesjardins, RM.,$eauthor. =245 10$aComparison of Six Media for Klebsiella spp. Enumeration by Membrane Filtration /$cRM. Desjardins, PL. Seyfried, A. Alarcon, M. Young. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aSix media (mK2, mK4, mK5, mKleb, mFCIC, and mCIK) were assessed for their ability to recover Klebsiella spp. from nonpolluted and polluted waters. Ninety-six percent of presumptive target colonies recovered on mK2 were identified as Klebsiella spp., while approximately 93% of the presumptive target colonies on mFCIC, mKleb, mK4, and mK5 were identified as Klebsiella spp. Target colony identification on mCIK was difficult; therefore this medium was not considered for further testing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMKleb. =650 \0$aKlebsiella. =650 \0$aFecal coliform. =650 14$aKlebsiella. =650 24$aMK2. =650 24$aMFCIC. =650 24$aFecal coliform. =650 24$aMKleb. =650 24$aIsolation media performance characteristics. =700 1\$aSeyfried, PL.,$eauthor. =700 1\$aAlarcon, A.,$eauthor. =700 1\$aYoung, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11135J.htm =LDR 03097nab a2200613 i 4500 =001 JTE11127J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11127J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11127J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.7 =082 04$a620.1/126$223 =100 1\$aVecchio, KS.,$eauthor. =245 10$aFractography of AISI 1140 Modified Steel under Static and Cyclic Loading Conditions /$cKS. Vecchio, RW. Hertzberg, FE. Schmidt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThe fracture behavior of modified AISI 1140 resulfurized steel containing manganese (1.05 to 1.25%) and sulfur (0.16 to 0.23%) has been studied under controlled fast fracture and fatigue fracture conditions. "C"-shaped ring samples were machined from tubes hammer forged at 700°C by the GFM process (Gesellschaft für Fertigungstechnik und Maschinenbau [AG] manufactured in Steyr, Austria) so as to develop a highly fibered (axial) microstructure. The microstructure of the material was evaluated and compared with the fracture surface morphology as a function of loading history. It was determined that the MnS inclusion stringers were encapsulated within the ferrite phase and that static fracture progressed along the stringer-ferrite interface. Conversely, fatigue cracks as evidenced by the presence of fatigue striations propagated mainly within the ferrite phase. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aCleavage. =650 \0$aDecohesion. =650 \0$aFractography. =650 \0$aMnS inclusions. =650 \0$aSerpentine glide. =650 \0$aMicrovoid coalescence. =650 \0$aFracture mechanics. =650 \0$aMicrostructure. =650 \0$aSurfaces (Technology)$xAnalysis. =650 14$aFatigue. =650 24$aFractography. =650 24$aCleavage. =650 24$aMicrovoid coalescence. =650 24$aDecohesion. =650 24$aSerpentine glide. =650 24$aMnS inclusions. =700 1\$aHertzberg, RW.,$eauthor. =700 1\$aSchmidt, FE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11127J.htm =LDR 02698nab a2200493 i 4500 =001 JTE11126J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11126J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11126J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620.11$223 =100 1\$aHertzberg, RW.,$eauthor. =245 10$aFatigue Performance of AISI 1140 Modified Steel /$cRW. Hertzberg, KS. Vecchio, FE. Schmidt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aA study of the fatigue behavior of modified AISI 1140 resulfurized steel containing manganese (1.05 to 1.25%) and sulfur (0.16 to 0.23%) was conducted at room temperature under load-controlled conditions. Monotonic and cyclic mechanical tests were conducted with samples possessing a "C" shaped ring configuration; a finite element analysis was used to establish the stress levels appropriate to the "C"-ring specimen. Quantitative S-N and Goodman (1) diagrams were determined, based on cyclic stresses representing different fractions of the ultimate strength of the material. A toughening mechanism is postulated that accounts for the interaction between the advancing crack front and the duplex microstructure which includes finely oriented manganese sulfide (MnS) stringers encapsulated in the ferrite phase. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aMnS inclusions. =650 \0$aResulfurized steel. =650 \0$aMetals$xEffect of high temperatures on. =650 14$aFatigue. =650 24$aResulfurized steel. =650 24$aMnS inclusions. =700 1\$aVecchio, KS.,$eauthor. =700 1\$aSchmidt, FE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11126J.htm =LDR 02577nab a2200553 i 4500 =001 JTE11134J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11134J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11134J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC121.A85 =082 04$a616.969$223 =100 1\$aMorrell, JJ.,$eauthor. =245 10$aUsing the Aspergillus Bioassay to Detect and Measure Preservatives in Wood /$cJJ. Morrell, TC. Scheffer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aDetecting and estimating levels of preservatives in wood poses a considerable problem for the inspector who lacks sophisticated analytical equipment. Bioassays offer a simpler way of doing this. The Aspergillus niger bioassay, which is based on the absence of dark-pigmented spores in the presence of toxicants, represents one attractive method. The A. niger bioassay is simple and inexpensive to perform, sensitive to many currently available wood preservatives, highly reproducible, and potentially widely applicable. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBioassay. =650 \0$aInspection. =650 \0$aAspergillus niger. =650 \0$aChemical analysis. =650 \0$aPreservative treatment. =650 \0$aAspergillus$xpathogenicity. =650 \0$aPulmonary Aspergillosis. =650 \0$aMedicine. =650 14$aPreservative treatment. =650 24$aChemical analysis. =650 24$aBioassay. =650 24$aAspergillus niger. =650 24$aInspection. =700 1\$aScheffer, TC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11134J.htm =LDR 03135nab a2200637 i 4500 =001 JTE12587J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12587J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12587J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/66$223 =100 1\$aLee, Y-L,$eauthor. =245 10$aFatigue Predictions for Components under Biaxial Reversed Loading /$cY-L Lee, YJ. Chiang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b38 =520 3\$aFatigue failure under out-of-phase loading is a fairly common type of damage mode. For the reliable design of mechanical components under such loading, there is a strong need for the development of a compatible fatigue life prediction criterion. Many multiaxial fatigue theories have been developed since the early 1900s, and most of them are limited to proportional loading cases. Although some can be extended for out-of-phase loading, additional work must be done for general applicability. In this paper, data are correlated using an empirically modified approach which attempts to be more general. Modified from Findley's formula, this approach incorporates three mathematical expressions for the effects of out-of-phase loading, mean bending stress, and mean torsional stress on fatigue behavior. The reliability of this approach is evaluated by comparing analytically predicted results with experimental data from various publications. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNotch. =650 \0$aBiaxial. =650 \0$aFatigue. =650 \0$aIn-phase. =650 \0$aPrediction. =650 \0$aMean stress. =650 \0$aOut-of-phase. =650 \0$aNonproportional hardening. =650 \0$aStrains and stresses. =650 \0$aSteel$xFracture. =650 \0$aMetals$xFracture. =650 \0$aFracturemechanics. =650 14$aFatigue. =650 24$aPrediction. =650 24$aNonproportional hardening. =650 24$aMean stress. =650 24$aOut-of-phase. =650 24$aIn-phase. =650 24$aBiaxial. =650 24$aNotch. =700 1\$aChiang, YJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12587J.htm =LDR 03121nab a2200649 i 4500 =001 JTE12590J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12590J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12590J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.T5 =082 04$a624.1/76$223 =100 1\$aLoferski, JR.,$eauthor. =245 10$aUnderstanding Impact Testing of Pallet Nails and Staples /$cJR. Loferski, EG. Stern. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe assembly of wooden pallets, at a rate of more than 500 million units per year by more than 2500 American manufacturers, is mostly accomplished with nails and staples. The performance and useful life of these pallets are significantly influenced by the ability of these fasteners to resist relatively high impact forces during pallet use. Only a single testing device, described in ASTM Standard F 680, is available to provide the information on the impact resistance of these pallet fasteners. The accuracy, precision, and repeatability of the test data as well as the usefulness of this testing device are described by data on two types of pallet nails, obtained by single and multiple operators of this device. Among the conclusions advanced are that the mean test data are representative of the fastener performance characteristics and are repeatable and accurate if the testing device is used properly. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNails. =650 \0$aPallets. =650 \0$aStaples. =650 \0$aTesting. =650 \0$aAccuracy. =650 \0$aPrecision. =650 \0$aRepeatability. =650 \0$aFastener quality. =650 \0$aImpact resistance. =650 \0$aThin-walled structures$xTesting. =650 \0$aGlass fibers$xTesting. =650 \0$aImpact. =650 14$aPallets. =650 24$aNails. =650 24$aStaples. =650 24$aFastener quality. =650 24$aImpact resistance. =650 24$aTesting. =650 24$aAccuracy. =650 24$aPrecision. =650 24$aRepeatability. =700 1\$aStern, EG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12590J.htm =LDR 02609nab a2200589 i 4500 =001 JTE12588J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12588J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12588J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.16$223 =100 1\$aAtkinson, M.,$eauthor. =245 10$aAnalysis of the Size Effect in Low-Load Hardness Testing of Metals /$cM. Atkinson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aRecent accounts of Vickers hardness tests in which the variation of hardness values with indentation size was suppressed by lubrication are re-examined to elucidate the nature of the size effect. It is shown that a simple constant error in either the measured indentation size or the force actually exerted would not explain the effect. A good description of the effect is obtained by reference to an indentation-size-dependent load error which is sensitive to both friction conditions and the plastic properties of the test material. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAnalysis. =650 \0$aFriction. =650 \0$aIndentation. =650 \0$aLubrication. =650 \0$aLoad sensitivity. =650 \0$aVickers hardness. =650 \0$aIndentation size effect. =650 \0$aHardness. =650 \0$aMetals$xTesting. =650 14$aIndentation. =650 24$aHardness. =650 24$aVickers hardness. =650 24$aIndentation size effect. =650 24$aLoad sensitivity. =650 24$aFriction. =650 24$aLubrication. =650 24$aAnalysis. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12588J.htm =LDR 01665nab a2200409 i 4500 =001 JTE12597J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12597J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12597J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLB3051 =082 04$a371.26/0973$223 =100 1\$aO'Hern, ME.,$eauthor. =245 10$aDiscussion of "Dynamic Loading :$bA New Microhardness Test Method" /$cME. O'Hern. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEDUCATION$xEvaluation. =650 \0$aSTUDY AIDS$xTests. =650 \0$aEducational tests and measurements. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12597J.htm =LDR 02151nab a2200409 i 4500 =001 JTE12602J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12602J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12602J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.78 =082 04$a620/.43$223 =100 1\$aMerks, JW.,$eauthor. =245 10$aPowder Testing Guide :$bMethods of Measuring the Physical Properties of Bulk Powders /$cJW. Merks. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe scope of this guide is confined to dry solids with a top size of 3 mm and with limited amounts of moisture. Electrical and thermal properties that affect fire and explosion hazards are not addressed. The author reviews many tools and techniques to measure physical properties that affect flow characteristics of bulk solids and that may cause problems during storage, transport and transfer. The author discusses in detail the wide range of test methods used to measure the flow and handling properties of bulk solids. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBulksolids handling. =650 \0$aPowders. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12602J.htm =LDR 02390nab a2200409 i 4500 =001 JTE12601J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12601J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12601J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a620.1/127$223 =100 1\$aMcKee, CW.,$eauthor. =245 10$aInternational Advances in Nondestructive Testing, Volume 15 /$cCW. McKee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis volume contains an interesting variety of papers on recent advances in nondestructive testing as well as comments of general interest on present problems.One of the latter points out the difficulties resulting from the differences in terminology between that used by the physicists who design nondestructive tests and that by the technicians who perform them.The conclusion was that the scientists should work directly with the technicians and discuss the testing procedures with them.Another paper of general interest made a comparison of the NDE professional and the M.D., stating that the former got less respect, although individuals in each profession must "understand and diagnose physical systems that vary in structure, material and function from one test to another.". =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNondestructive testing. =650 \0$aTesting. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12601J.htm =LDR 02464nab a2200409 i 4500 =001 JTE12599J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12599J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12599J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC31 =082 04$a530$223 =100 1\$aDoebelin, EO.,$eauthor. =245 10$aTheory and Practice of Force Measurement /$cEO. Doebelin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe senior author, A. Bray, has been with the Institute of Metrology "G. Colonetti" in Turin, Italy, for many years, having established the first nucleus of the institute, which is today the Force Measurement Section. His colleagues G. Barbato and R. Levi are associated also with Politecnico di Torino. Reflective of the authors' experience, the major focus of the book is on high accuracy force measurement and calibration in standards laboratories. This relatively narrow focus limits the range of readership to which the book is addressed, but allows a high technical level in the treatment of those topics which are covered. Of the eight chapters, only the fifth, "Force-Measuring Devices," would be of prime interest to the more general force-measurement community. The entire book, however, is of uniformly high quality and fills an important gap in the measurement literature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aForce and energy. =650 \0$aPhysics. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12599J.htm =LDR 02258nab a2200493 i 4500 =001 JTE12593J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12593J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12593J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA643 =082 04$a614.4$223 =100 1\$aMandel, J.,$eauthor. =245 10$aModels and Interactions /$cJ. Mandel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aIt is shown that the usual analysis-of-variance model with interaction terms can be a hindrance to the understanding of data rather than a useful tool. An alternative model, especially useful for the analysis of interlaboratory test data, is discussed. However, the best treatment of certain types of data is obtained by an analysis that involves minimal prior assumptions. An example is discussed that illustrates the thesis of this paper. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInteractions. =650 \0$aLinear model. =650 \0$aModels, Theoretical. =650 \0$aAnalysis of variance. =650 \0$aInterlaboratory testing. =650 14$aAnalysis of variance. =650 24$aInteractions. =650 24$aInterlaboratory testing. =650 24$aLinear model. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12593J.htm =LDR 02465nab a2200529 i 4500 =001 JTE12591J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12591J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12591J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH2529.W6 =082 04$a694/.6$223 =100 1\$aPellicane, PJ.,$eauthor. =245 10$aApplication of the European Yield Model to Nailed Joints in Southern Hardwoods /$cPJ. Pellicane. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aA study was conducted which utilized data obtained from 1056 tests of nailed joints in 18 commonly used species of southern hardwoods. The data was developed in 1950 by Scholten. This data included information regarding joint geometry, material specific gravity, discrete load-slip curves, and the ultimate load for each joint. The test specimens were laterally loaded and contained one 8d common wire nail in each joint. Joints were tested in compression at a rate of 0.07 in./min (1.78 mm/min) to ultimate load. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNail joints. =650 \0$aLateral load. =650 \0$aSouthern hardwoods. =650 \0$aEuropean Yield Model. =650 \0$aHardwoods. =650 \0$aWood. =650 14$aWood. =650 24$aLateral load. =650 24$aNail joints. =650 24$aEuropean Yield Model. =650 24$aSouthern hardwoods. =650 24$aStatistical distributions. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12591J.htm =LDR 03214nab a2200445 i 4500 =001 JTE12600J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12600J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12600J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/126$223 =100 1\$aLink, RE.,$eauthor. =245 13$aAn Introduction to the Design and Behavior of Bolted Joints /$cRE. Link. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAlthough the title of this book includes the word "introduction", the treatment of the subject is extensive and complete. The material goes well beyond the coverage of bolted joint design received in a typical undergraduate machine design course. The easy-to-read text begins with the fundamentals of bolt strength, deformation, and material selection and proceeds to cover the topics of preload, torque, and stretch control. The emphasis is on practical considerations for the efficient design of joints, including cost, ease of assembly, inspection, and disassembly. This second, revised edition has expanded the coverage of corrosion, fatigue, gaskets, and ultrasonic measurement of bolt strain. Also included are discussions of the failure modes and mechanisms of bolted joints. Case histories from industry are presented throughout the text to illustrate key points. Many up-to-date references are presented at the end of each chapter to allow the reader to pursue individual topics further, if desired. The text contains several appendices with useful tables and formulas for quick reference. The author has broad experience in the subject area from many years as a consultant to the power generation and nuclear industry, active participation on society working groups such as ASME and PVRC, as well as the presentation of numerous seminars on the topic. This book would serve as a valuable desk reference for engineers concerned with the design and performance of bolted joints. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture mechanics. =650 \0$aMetals$xFracture. =650 \0$aWelded joints$xCracking. =650 \0$aComposite materials$xFracture. =650 \0$aBolted joints. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12600J.htm =LDR 02747nab a2200565 i 4500 =001 JTE12592J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12592J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12592J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1449; =082 04$a677/.02864$223 =100 1\$aMoore, MA.,$eauthor. =245 13$aAn Assessment of the Effects of Treatment, Time, and Heat on the Removal of Erasable Pen Marks from Cotton and Cotton/Polyester Blend Fabrics /$cMA. Moore, VL. Eddleman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aThis study investigated the removal of marks made by "erasable" marking pens on cotton and cotton/polyester fabrics. Data obtained from color difference measurements were analyzed using analysis-of-variance (ANOVA) procedures. Results indicated that removal of pen marks was easier from the cotton/polyester fabrics than from the 100% cotton fabrics. The most effective treatment for removal of marks for all fabric types was laundering, instead of following pen manufacturers' instructions. Best results were achieved by removing the marks 48 h after application as compared to 24 h or six weeks. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCotton. =650 \0$aLaundering. =650 \0$aMarking pens. =650 \0$aCotton/polyester. =650 \0$aErasable pen marks. =650 \0$aMoisture in textiles. =650 \0$aTextile fabrics$xThermal properties. =650 \0$aTextile fibers. =650 14$a"erasable" marking pens. =650 24$aCotton. =650 24$aCotton/polyester. =650 24$aLaundering. =650 24$aErasable pen marks. =650 24$aMarking pens. =700 1\$aEddleman, VL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12592J.htm =LDR 01639nab a2200409 i 4500 =001 JTE12595J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12595J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12595J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.7/08 s$223 =100 1\$aWood, FW.,$eauthor. =245 10$aDiscussion of "Design and Analysis of Jaw Crusher Gouging Abrasion Tests" /$cFW. Wood. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aArtificial aggregates. =650 \0$aRoad materials. =650 \0$aCarbonate rocks. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12595J.htm =LDR 02729nab a2200505 i 4500 =001 JTE12594J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12594J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12594J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL521.3.T4 =082 04$a629.47$223 =100 1\$aYuen, JL.,$eauthor. =245 10$aThermal Shock and Thermal Fatigue Testing /$cJL. Yuen, RJ. Walter. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA method is described for rapidly screening candidate materials used in severe thermal shock applications. The method involves electron beam heating the surface of specimens using a thermal flux equal to that experienced during actual service operation. Two methods of electron beam radiation are described. In one method, the electron beam is swept across a narrow path with the specimen translated across the beam. In the second method, the specimen remained stationary while the electron beam was repeatedly rastered over a square-shaped area. Similarity of thermal shock damage produced on rocket engine turbine blades during thermal shock tests and during engine firings indicates that computer-controlled electron beam radiation can be used for determining thermal shock resistance of turbine blade materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aThermal shock. =650 \0$aThermal fatigue. =650 \0$aElectron beam radiation. =650 \0$aThermal stresses. =650 \0$aMetals$xEffect of high temperatures on. =650 \0$aMetals$xThermal fatigue. =650 14$aThermal shock. =650 24$aElectron beam radiation. =650 24$aThermal fatigue. =700 1\$aWalter, RJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12594J.htm =LDR 02744nab a2200577 i 4500 =001 JTE12586J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12586J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12586J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a671.3$223 =100 1\$aSelçuk, A.,$eauthor. =245 12$aA Cantilever-Type Bend Test Technique for Formability Analysis of Strip/Plate Metals /$cA. Selçuk, RD. Rawlings. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe minimum bend radius-to-thickness ratio (R/t), determined by the conventional 90° bend test for strip materials, has been found insensitive to changes in formability of Cu-Be-Co alloys with thermo-mechanical treatment. In an attempt to improve the 90° bend tests, an alternating-current potential drop (ACPD) measurement technique was incorporated. The ACPD modification was successful in monitoring the onset of crack formation under laboratory conditions, but it is considered unsuitable for more widespread use such as in quality control. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPlastic bending. =650 \0$aSurface cracking. =650 \0$aMaximum bend angle. =650 \0$aThickness correction. =650 \0$aCantilever-type bending. =650 \0$aMetals$xFormability$xTesting. =650 \0$aMetallbearbeitung. =650 14$a90° bending. =650 24$aRadius-to-thickness (R/t) ratio. =650 24$aCantilever-type bending. =650 24$aMaximum bend angle. =650 24$aAlternating-current potential drop. =650 24$aSurface cracking. =650 24$aPlastic bending. =650 24$aThickness correction. =700 1\$aRawlings, RD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12586J.htm =LDR 02895nab a2200517 i 4500 =001 JTE12589J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12589J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12589J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD9755 =082 04$a338.4/76748/0973$223 =100 1\$aSingh, SP.,$eauthor. =245 14$aThe Effect of Handling on the Compression Strength of Corrugated Fiberboard Containers /$cSP. Singh, B. Crofts, G. Burgess. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThe ability of a corrugated fiberboard box to protect its contents is related to its compression strength. The corrugated container industry has been manufacturing corrugated fiberboard according to bursting strength and basis weight specifications. These specifications do not accurately reflect the ability of a box to meet performance requirements in the distribution environment. This study investigates the effect of package weight and the handling environment on the reduction in compression strength of corrugated containers. The mean compression strength and corresponding deflection values for three box sizes were evaluated as a function of package weight and drop height after handling. The compression strength decreased as the package weights increased and as the drop heights increased. The mean edge crush, flat crush, and bursting strength values were unchanged as the test conditions became more severe. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHandling. =650 \0$aCompression testing. =650 \0$aCorrugated containers. =650 \0$aLumber trade. =650 \0$aPlywood industry. =650 \0$aWood products. =650 14$aCompression testing. =650 24$aCorrugated containers. =650 24$aHandling. =700 1\$aCrofts, B.,$eauthor. =700 1\$aBurgess, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12589J.htm =LDR 02205nab a2200601 i 4500 =001 JTE10505J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10505J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10505J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a620.1/3623$223 =100 1\$aCoutinho, AS.,$eauthor. =245 10$aDiscussion of "A New Test for Sulfate Resistance of Cements" by P. K. Mehta and O. E. Gjørv /$cAS. Coutinho. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSulfates. =650 \0$aConstant pH. =650 \0$aCorrelation. =650 \0$aChemical attack. =650 \0$aImmersion tests. =650 \0$aPortland cements. =650 \0$aExpansion-cracking. =650 \0$aSoftening-spalling. =650 \0$aSulphate-resistant concrete. =650 \0$aConcrete$xDeterioration. =650 \0$aSulfate-resistant concrete. =650 14$aSulfates. =650 24$aChemical attack. =650 24$aPortland cements. =650 24$aImmersion tests. =650 24$aExpansion-cracking. =650 24$aSoftening-spalling. =650 24$aCorrelation. =650 24$aConstant pH. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10505J.htm =LDR 02705nab a2200565 i 4500 =001 JTE10509J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10509J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10509J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a666/.94$223 =100 1\$aBarrick, JE.,$eauthor. =245 14$aThe Effects of Temperature and Relative Humidity on Static Strength of Hydrated Portland Cement /$cJE. Barrick, EM. Krokosky. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThis paper delineates the effects of temperature and relative humidity on static strength (fatigue) of hydrated portland cement mortar. An experimental program involving the static loading of small cement-sand beams at varying conditions of temperature and relative humidity was undertaken to obtain information on the time required for fracture. This data was analyzed with a statistical procedure developed for truncated, lognormal distributions. The results are presented as cumulative probability distributions. A stress-corrosion mechanism dependent on the presence of calcium hydroxide is postulated as a result of this study. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHumidity. =650 \0$aTemperature. =650 \0$aStatic strength. =650 \0$aPortland cements. =650 \0$aTime-delayed failure. =650 \0$aHydration. =650 \0$aConcrete hardening. =650 \0$aSilica. =650 \0$aPortlandcement. =650 14$aPortland cements. =650 24$aHumidity. =650 24$aTemperature. =650 24$aTime-delayed failure. =650 24$aStatic strength. =700 1\$aKrokosky, EM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10509J.htm =LDR 02611nab a2200637 i 4500 =001 JTE10514J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10514J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10514J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD898.179 =082 04$a621.48/38$223 =100 1\$aStanislao, J.,$eauthor. =245 10$aMachining Glass Ceramic in Dry and Wet Environments /$cJ. Stanislao, EG. Turker, MH. Richman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aGlass ceramic (K2O-MgF2-MgO-SiO2) was found to have relatively good machinability that is restricted within a very limited range of machine settings. The microstructure of glass ceramic has had significant influence on the machining capabilities. Tool geometry, tool composition, and the machining environment influenced cutting forces, workpiece surface quality, and tool life. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWear. =650 \0$aCutting. =650 \0$aCarbides. =650 \0$aMachinability. =650 \0$aMicrostructure. =650 \0$aDevitrified glass. =650 \0$aSurface properties. =650 \0$aTool-workpiece interface. =650 \0$aGlass Ceramic. =650 \0$aCeramic materials. =650 \0$aGlass. =650 14$aMicrostructure. =650 24$aMachinability. =650 24$aCutting. =650 24$aWear. =650 24$aSurface properties. =650 24$aTool-workpiece interface. =650 24$aCarbides. =650 24$aDevitrified glass. =700 1\$aTurker, EG.,$eauthor. =700 1\$aRichman, MH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10514J.htm =LDR 02336nab a2200541 i 4500 =001 JTE10510J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10510J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10510J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.1/692$223 =100 1\$aFox, A.,$eauthor. =245 10$aMechanical Properties at Elevated Temperature of CuBath® Electroplated Copper for Multilayer Boards /$cA. Fox. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aDifferential thermal expansion in plated through holes (PTHs) of multilayer boards (MLBs), due to soldering or to changes in ambient temperature, produces thermal strains and possibly failure of the electroplated copper. In addition, repeated thermal cycling may produce mechanical ratcheting. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCopper. =650 \0$aMultilayer boards. =650 \0$aMechanical ratcheting. =650 \0$aCreep rupture strength. =650 \0$aCreep properties. =650 \0$aMachinery. =650 \0$aMetals$xPlastic properties. =650 14$aCopper. =650 24$aCreep properties. =650 24$aCreep rupture strength. =650 24$aStress relaxation electroplating. =650 24$aMechanical ratcheting. =650 24$aMultilayer boards. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10510J.htm =LDR 03029nab a2200637 i 4500 =001 JTE10513J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10513J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10513J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC665.E4 =082 04$a537$223 =100 1\$aKhera, RP.,$eauthor. =245 10$aRemolding Stresses and Directional Strength Behavior of an Illitic Clay /$cRP. Khera. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aThe cause and the nature of anisotropy in a cohesive soil was investigated by direct shear and triaxial compression tests. Samples formed under hydrostatic stress showed isotropic shear strength and pore pressure behavior as well as the lack of bias in soil fabric. When the samples from the same clay were molded under one-dimensional consolidation stress, the pore pressure was observed to be isotropic, but the effective stress shear strength was not. Also, these samples had oriented soil structure. The anisotropic strength resulted from the sample stress history and not from the stresses existing prior to shearing. The ratio between the pore pressure at failure and the mean consolidation pressure during remolding, as well as the inclination of the failure plane to the specimen axis, were observed to be essentially constant for all specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTesting. =650 \0$aIsotropy. =650 \0$aStresses. =650 \0$aAnisotropy. =650 \0$aClay minerals. =650 \0$aConsolidation. =650 \0$aPore pressure. =650 \0$aShear strength. =650 \0$aSoil mechanics. =650 \0$aAnisotropies. =650 \0$aComposite materials. =650 \0$aTension testing. =650 14$aAnisotropy. =650 24$aClay minerals. =650 24$aConsolidation. =650 24$aIsotropy. =650 24$aPore pressure. =650 24$aShear strength. =650 24$aSoil mechanics. =650 24$aStresses. =650 24$aTesting. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10513J.htm =LDR 03566nab a2200661 i 4500 =001 JTE10500J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10500J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10500J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.72 =082 04$a620.1/1292$223 =100 1\$aVeerabhadra Rao, P.,$eauthor. =245 10$aCorrelating Models and Prediction of Erosion Resistance to Cavitation and Drop Impact /$cP. Veerabhadra Rao, BC. Syamala Rao, NS. Lakshmana Rao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aUsing venturi and rotating disk data, correlations are established between volume loss rates obtained from different stages of volume loss-time curves and various single and multiple material properties. The significance of correlations and relationships is judged from various statistical parameters computed. The analysis indicates that during the initial and development phases hardness and shock compression ratio play a predominant role, and once the erosion develops modified resilience and tensile strength significantly influence the erosion phenomenon. For the correlations involving volume loss taken from the initial and development phases the statistical parameters exhibit considerable variation, while in the developed phase their variation is insignificant. Analyses of extensive erosion data from the authors' laboratory and from other laboratories indicate that groupings of properties like ultimate resilience x hardness (UH) and tensile strength x hardness (T,H) or groupings such as UHE and UHT, exhibit best correlations. Several equations are proposed to predict erosion rates of various materials tested in different laboratories. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aErosion. =650 \0$aCavitation. =650 \0$aCorrelation. =650 \0$aPredictions. =650 \0$aCharacteristics. =650 \0$aDynamic properties. =650 \0$aStatistical analysis. =650 \0$aDislocations (materials) =650 \0$aDrop tests (impact tests) =650 \0$aErosion testing. =650 \0$aErosions. =650 \0$aMaterials$xTesting. =650 14$aCorrelation. =650 24$aErosion. =650 24$aCavitation. =650 24$aDrop tests (impact tests) =650 24$aCharacteristics. =650 24$aStatistical analysis. =650 24$aDynamic properties. =650 24$aDislocations (materials) =650 24$aPredictions. =700 1\$aSyamala Rao, BC.,$eauthor. =700 1\$aLakshmana Rao, NS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10500J.htm =LDR 02516nab a2200541 i 4500 =001 JTE10503J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10503J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10503J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.1/692$223 =100 1\$aHostinský, T.,$eauthor. =245 12$aA Constant Tensile Stress Creep Testing Machine /$cT. Hostinský, J. Cadek. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aA new constant tensile stress creep testing machine is described.The machine makes it possible to keep the stress constant within 0.1% up to a strain 0.45, assuming the volume of the specimen does not change during the test.The cam profile has been solved for specimen gage lengths of 50.0, 35.0, and 25.0 mm.The static counterbalance of the loading system ensures its high sensitivity, which, together with the minimizing of frictional forces, offers the possibility for the tensile stress to be accurately defined.Erratum to this paper appears in 4(4) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLever system. =650 \0$aTensile stress. =650 \0$aExperimentation. =650 \0$aCreep properties. =650 \0$aMachinery. =650 \0$aMetals$xPlastic properties. =650 14$aExperimentation. =650 24$aCreep properties. =650 24$aMachinery. =650 24$aTensile stress. =650 24$aCams. =650 24$aLever system. =700 1\$aCadek, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10503J.htm =LDR 02818nab a2200565 i 4500 =001 JTE10511J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10511J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10511J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a620.1/35$223 =100 1\$aBerger, RL.,$eauthor. =245 10$aInfluence of Calcium Chloride on the Drying Shrinkage of Alite Paste /$cRL. Berger, JH. Kung, JF. Young. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe drying shrinkage at 55% relative humidity of alite pastes with and without 1% calcium chloride (CaCl2) at equal degrees of hydration was investigated. CaCl2 increases drying shrinkage at all levels of hydration studied. However, the difference in drying shrinkage of pastes with and without 1% CaCl2 decreased with increased hydration. Shrinkage of pastes with CaCl2 decreased with increasing hydration (40 to 75%), whereas shrinkage of pastes without CaCl2 increased with increasing hydration (43 to 62%). A larger weight loss during drying was noted in pastes without CaCl2. Reference is made to the relationship between the observed shrinkage in alite pastes and differences in the pore size distributions of tricalcium silicate pastes with and without CaCl2. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAdmixtures. =650 \0$aAlite paste. =650 \0$aCalcium chloride. =650 \0$aCalcium silicates. =650 \0$aBase course (Pavements) =650 \0$aFreeze thaw tests. =650 \0$aShrinkage. =650 \0$aCracking. =650 14$aShrinkage. =650 24$aAdmixtures. =650 24$aCalcium silicates. =650 24$aCalcium chloride. =650 24$aAlite paste. =700 1\$aKung, JH.,$eauthor. =700 1\$aYoung, JF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10511J.htm =LDR 02556nab a2200553 i 4500 =001 JTE10504J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10504J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10504J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK5102.9 =082 04$a621.382/2$223 =100 1\$aBerger, DM.,$eauthor. =245 10$aInstruments for Inspection of Coatings /$cDM. Berger, SE. Mroz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe long expected life of a coating system depends on surface preparation, application of the coating, quality of the material, and good inspection practices. ASTM Committees D01.43 Coatings for Power Generation Facilities and ASTM D01.46 Industrial Protective Painting are concerned with inspection. Visual standards and instruments are used to inspect various nuclear grade coatings. Magnetic and eddy current gages are used for measuring film thickness. Holiday detectors and the Elecometer adhesion tester are a part of coating inspection. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInspection. =650 \0$aAnchor pattern. =650 \0$aSurface properties. =650 \0$aAir cleanliness filter. =650 \0$aDetectors. =650 \0$aMeasuring instruments. =650 \0$aSignal processing. =650 14$aDetectors. =650 24$aMeasuring instruments. =650 24$aInspection. =650 24$aSurface properties. =650 24$aAir cleanliness filter. =650 24$aAnchor pattern. =700 1\$aMroz, SE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10504J.htm =LDR 02688nab a2200529 i 4500 =001 JTE10502J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10502J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10502J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a624.1/8$223 =100 1\$aGonzalez, H.,$eauthor. =245 10$aScreening Test for Torsional Creep Performance of Plastics /$cH. Gonzalez. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThe objective of this project was to determine the usefulness and limitations of a modified indentation hardness test in determining the creep resistance of plastics. Tests were run on 13 different materials and correlations were made between the modified hardness test and torsional creep tests at a 1000-psi (6895-kPa) stress level up to 500 h. The modified hardness test may be used as a screening test for creep performance as it allows determination of expected creep performance at a very early stage of material evaluation, where there are usually limited amounts of material available. Equations were developed to allow the prediction of creep performance. The correlations developed are not applicable to anisotropic materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTorsion. =650 \0$aDeformation. =650 \0$aShear modulus. =650 \0$aCreep properties. =650 \0$aMechanical properties. =650 \0$aComposites. =650 \0$aComposite materials$xMechanical properties. =650 14$aTorsion. =650 24$aMechanical properties. =650 24$aShear modulus. =650 24$aDeformation. =650 24$aCreep properties. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10502J.htm =LDR 03340nab a2200637 i 4500 =001 JTE10501J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10501J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10501J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.4 =082 04$a620.1/1292$223 =100 1\$aIrwin, WE.,$eauthor. =245 10$aDevelopment of a Method to Measure Wear on Resilient Flooring /$cWE. Irwin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aInterlaboratory and intralaboratory reproducibility has been shown for a method to measure wear on resilient flooring. The work was done by the ASTM F06.33 Task Group on Abrasion and Wear, using a loose-grit feeding device as an attachment on the Taber abraser. Otto F. V. Frick, National Institute for Material Testing, Stockholm, Sweden, developed the original feeding device, now called the Frick-Taber Attachment. This prototype feeder was modified and subsequently manufactured in sufficient quantity to carry out this program. The coefficients of variation of volume loss between six cooperating laboratories using five different resilient floorings were found to be no greater than 20%. Within any one laboratory, the coefficients of variation were approximately 10% or less. A ranking of equivalent flooring materials according to the wear expected from wear tests reported in the literature corresponds with the loss results found in this effort. The F06.33 Task Group has concluded that the technique has sufficient precision to be recommended as a method to measure wear on resilient flooring. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFloors. =650 \0$aWear tests. =650 \0$aCorrelation. =650 \0$aTest equipment. =650 \0$aReproducibility. =650 \0$aAbrasion testers. =650 \0$aMechanical tests. =650 \0$aExperimental design. =650 \0$aLaboratory accessories. =650 \0$aMechanical testing. =650 \0$aMachinery$xTesting. =650 \0$aLinear regression. =650 14$aFloors. =650 24$aMechanical tests. =650 24$aAbrasion testers. =650 24$aWear tests. =650 24$aCorrelation. =650 24$aTest equipment. =650 24$aReproducibility. =650 24$aLaboratory accessories. =650 24$aExperimental design. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10501J.htm =LDR 03817nab a2200865 i 4500 =001 JTE10507J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10507J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10507J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD257.7 =082 04$a661.8$223 =100 1\$aStarr, CD.,$eauthor. =245 12$aA New Stable Nickel-Base Thermocouple /$cCD. Starr, TP. Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b34 =520 3\$aThe change in magnitude and direction of electromotive force (EMF) and the accompanying structural changes of nickel-chromium (Ni-Cr), nickel-silicon (Ni-Si), and nickel-silicon-magnesium (Ni-Si-Mg) alloy thermoelements at 1800°F (982°C) in air were studied in comparison with a standard type K thermocouple of the same size. The Ni-Cr versus Ni-Si-Mg couple changes only +200 µV versus +600 µV for the Type K couple after 21 200 hours at that temperature. The EMF changes of K+ and the Ni-Cr alloy are attributed to the simultaneous oxidation of Cr and Si and to the increase in oxygen. The EMF change of K- is caused by the preferential oxidation of silicon, aluminum, manganese, and iron and to the increase in oxygen. The EMF changes of Ni-Si and Ni-Si-Mg are caused by the preferential oxidation of Si and to the increase in oxygen. The presence of magnesium increases the stability of the Ni-Si system by blocking the reaction of silicon and oxygen. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOxides. =650 \0$aOxygen. =650 \0$aOxidation. =650 \0$aStability. =650 \0$aThermocouples. =650 \0$aAir atmosphere. =650 \0$aNickel-silicon. =650 \0$aThermoelements. =650 \0$aNickel-chromium. =650 \0$aElectric potential. =650 \0$aInternal oxidation. =650 \0$aSurface morphology. =650 \0$aMicroprobe analysis. =650 \0$aNickel-based alloys. =650 \0$aThermal conductivity. =650 \0$aPreferential oxidation. =650 \0$aDrift (instrumentation) =650 \0$aNickel-silicon-magnesium. =650 \0$aOrganic compounds. =650 \0$aThermal. =650 14$aElectric potential. =650 24$aThermal conductivity. =650 24$aStability. =650 24$aDrift (instrumentation) =650 24$aThermocouples. =650 24$aThermoelements. =650 24$aType K. =650 24$aNickel-based alloys. =650 24$aNickel-chromium. =650 24$aNickel-silicon. =650 24$aNickel-silicon-magnesium. =650 24$aOxygen. =650 24$aOxides. =650 24$aOxidation. =650 24$aPreferential oxidation. =650 24$aInternal oxidation. =650 24$aAir atmosphere. =650 24$aSurface morphology. =650 24$aMicroprobe analysis. =700 1\$aWang, TP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10507J.htm =LDR 03190nab a2200601 i 4500 =001 JTE10512J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10512J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10512J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD1060 =082 04$a628.4/2$223 =100 1\$aEmery, JJ.,$eauthor. =245 10$aBase Stabilization Using Pelletized Blast Furnace Slag /$cJJ. Emery, CS. Kim, RP. Cotsworth. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aLaboratory studies on the use of fine-grained, self-cementing pelletized blast furnace slag in stabilized base construction are presented. The slag chemistry is such that the finer portions of ground pelletized slag show cementing properties. A satisfactory stabilized base mix composed of 70% crusher run blast furnace slag and 30% ground pelletized slag has been developed, and the critical level of minus No. 200 fines has been established. The ground pelletized slag is readily produced, even from moist pellets, using an intensive mixer with a high speed rotor that grinds the slag. The strength development of the ground pelletized slag is not very sensitive to the glass content but is highly dependent on the quantity and Blaine fineness of the minus No. 200 fines in the ground slag. A procedure for the determination of glass content is given. The use of ground pelletized blast furnace slag offers a viable alternative to the use of asphaltic or portland cements in many cases, with an attendant saving in energy resource requirements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSlags. =650 \0$aFineness. =650 \0$aGrinding. =650 \0$aPelletizing. =650 \0$aGlass content. =650 \0$aStabilization. =650 \0$aCompressive strength. =650 \0$aHazardous wastes$xSolidification. =650 \0$aHazardous wastes$xStabilization. =650 14$aStabilization. =650 24$aSlags. =650 24$aPelletizing. =650 24$aFineness. =650 24$aGlass content. =650 24$aCompressive strength. =650 24$aGrinding. =700 1\$aKim, CS.,$eauthor. =700 1\$aCotsworth, RP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10512J.htm =LDR 02327nab a2200589 i 4500 =001 JTE10508J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1976\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10508J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10508J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC963.48 =082 04$a155.9/042$223 =100 1\$aMcKinnon, EA.,$eauthor. =245 10$aFatigue Damage Alleviation by Intermittent Electroplating /$cEA. McKinnon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1976. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b32 =520 3\$aThe fatigue life of copper can be extended by intermittently electroplating layers of nickel onto the copper. By electroplating every 25% of the anticipated life, the fatigue life of copper cyclically stressed at ± 14 500 psi (± 99 974 kPa) can be extended indefinitely. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCopper. =650 \0$aNickel. =650 \0$aPlating. =650 \0$aCoatings. =650 \0$aElectroplating. =650 \0$aSurface properties. =650 \0$aFatigue (materials) =650 \0$aFatigue. =650 \0$aThermal-mechanical fatigue. =650 \0$aCrack growth. =650 14$aFatigue (materials) =650 24$aNickel. =650 24$aCopper. =650 24$aPlating. =650 24$aElectroplating. =650 24$aCoatings. =650 24$aSurface properties. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 4, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1976$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10508J.htm =LDR 02740nab a2200577 i 4500 =001 JTE11141J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11141J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11141J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP1183.P68 =082 04$a668.4/9$223 =100 1\$aCrawford, RJ.,$eauthor. =245 10$aDesign of a Multi-Spring Floating Die Compaction System for Plastic Powders /$cRJ. Crawford, DJ. Cumberland, TG. Keating. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThis paper describes the design and use of a rig to simulate double-ended compaction of powder into a solid mass. The design uses three linear levels of springs in a novel way to model the load-deformation characteristic for the material being compacted. It was found that this design worked extremely well, producing compacts which had properties similar to those expected from a true double-ended compaction rig. The design of this rig thus provides an economic way of compacting powders into a solid mass using a single hydraulic ram but with the benefits of the double-ended compaction mode. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFloating die. =650 \0$aSpring design. =650 \0$aCold compaction. =650 \0$aPlastic powders. =650 \0$aPowder compaction. =650 \0$aPolyvinylidene chloride. =650 \0$aPolymeres. =650 \0$aPlasticpowders. =650 14$aPowder compaction. =650 24$aCold compaction. =650 24$aPlastic powders. =650 24$aSpring design. =650 24$aFloating die. =650 24$aPolyvinylidene chloride. =700 1\$aCumberland, DJ.,$eauthor. =700 1\$aKeating, TG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11141J.htm =LDR 03461nab a2200565 i 4500 =001 JTE11138J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11138J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11138J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.N35 =082 04$a620.5$223 =100 1\$aHumphrey, PE.,$eauthor. =245 12$aA Technique to Evaluate the Bonding Reactivity of Thermosetting Adhesives /$cPE. Humphrey, D. Zavala. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe rate at which thermosetting adhesive bonds develop strength critically effects the economic viability of many manufacturing processes. Bonds between the constituents of laminated and particulate panel products, overlays, and moldings must, for example, attain a certain minimum strength before the hot press used in their manufacture may be opened. A technique is reported that will prove useful to adhesive technologists endeavoring to develop resins with reactivities tailored to the specific conditions occurring within products during their manufacture. With the technique, many small lap-shear bonds pressed under controlled conditions of temperature and load are pulled after a range of curing times for measurement of their accumulated shear strength. This enables a family of shear-strength development curves to be constructed for a range of nearly constant temperature conditions. The effect of temperature on the bonding kinetics of the adhesive-adherend combination may thereby be evaluated. The technique lends itself to standardization for use in commercial laboratories, requiring much simpler sample preparation and apparatus than previously reported methods in which bonds are tested in tension perpendicular to the glueline. Wood adherends and a liquid phenol formaldehyde adhesive are used in a candidate system demonstrating the technique. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aTemperature. =650 \0$aLapshear strength. =650 \0$aBonding reactivity. =650 \0$aPhenol formaldehyde. =650 \0$aThermosetting adhesives. =650 \0$aNanocomposites (Materials) =650 \0$aNanostructured materials. =650 14$aBonding reactivity. =650 24$aThermosetting adhesives. =650 24$aLapshear strength. =650 24$aTemperature. =650 24$aPhenol formaldehyde. =650 24$aWood. =700 1\$aZavala, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11138J.htm =LDR 03049nab a2200637 i 4500 =001 JTE11140J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11140J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11140J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.7/08 s$223 =100 1\$aJung, FW.,$eauthor. =245 10$aNondestructive Testing :$bInterpretation of Deflection Bowl for Falling Weight Deflectometer Tests on Flexible Pavements /$cFW. Jung. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aNondestructive testing methods such as Dynaflect or Falling Weight Deflectometer (FWD) provide dynamic or impulse deflection data which represent a deflection basin of the flexible pavement under the test load. The magnitude of the deflections and the shape of the deflection basin in relation to the magnitude and configuration of the test load provide excellent data for a diagnostic "probe" of structural pavement strength at the location and time of testing. Meaningful comparison between tests at different times or locations requires adjustment of the measured and processed data for a standard temperature and a standard test load. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBackcalculation. =650 \0$aPavement testing. =650 \0$aFlexible pavements. =650 \0$aMechanistic design. =650 \0$aPavement deflection. =650 \0$aElastic layer analysis. =650 \0$aNondestructive testing. =650 \0$aTemperature adjustment. =650 \0$aPavement design. =650 \0$aPavements,Flexible$xDesign and construction. =650 \0$aRoad materials. =650 14$aFlexible pavements. =650 24$aMechanistic design. =650 24$aPavement testing. =650 24$aNondestructive testing. =650 24$aBackcalculation. =650 24$aEquivalent layer thickness. =650 24$aPavement deflection. =650 24$aTemperature adjustment. =650 24$aElastic layer analysis. =650 24$aFalling Weight Deflectometer. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11140J.htm =LDR 02293nab a2200541 i 4500 =001 JTE11147J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11147J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11147J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA413 =082 04$a620.12$223 =100 1\$aAtkinson, M.,$eauthor. =245 12$aA Linear Short-Lever Extensometer /$cM. Atkinson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aDevelopment of a compact, versatile yet accurate extensometer is described. The extensometer has a lever mechanism with added linkage to maintain the transducer alignment exactly parallel to the gage length. The design features linear translation through a large working range, variable initial gage length, and good access to small tensile specimens with minimum interference in plastic behavior. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDesign. =650 \0$aLinearity. =650 \0$aGage length. =650 \0$aSpecimen size. =650 \0$aPlastic behavior. =650 \0$aExtensometer. =650 \0$aStrain gages. =650 14$aExtensometer. =650 24$aDesign. =650 24$aLinearity. =650 24$aGage length. =650 24$aSpecimen size. =650 24$aPlastic behavior. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11147J.htm =LDR 02486nab a2200589 i 4500 =001 JTE11139J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11139J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11139J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.7/08 s$223 =100 1\$aVarughese, JV.,$eauthor. =245 10$aTemperature Dependence of Dynamic Young's and Shear Moduli for Four Different Heat Treated Conditions of Depleted U-2Mo /$cJV. Varughese, A. Wolfenden, GM. Ludtka. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aDynamic Young's and shear moduli measurements were made for depleted U-2Mo alloys. The experimental technique used was the PUCOT (Piezoelectric Ultrasonic Composite Oscillator Technique). Experiments were performed on four different heat treatments of the alloy from ambient temperature to 800°C in 50°C increments. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDynamic. =650 \0$aTemperature. =650 \0$aUltrasonics. =650 \0$aShear modulus. =650 \0$aYoung's modulus. =650 \0$aDepleted uranium. =650 \0$aElastomers. =650 \0$aBridge bearings. =650 \0$aBridge design. =650 14$aYoung's modulus. =650 24$aShear modulus. =650 24$aDepleted uranium. =650 24$aTemperature. =650 24$aDynamic. =650 24$aUltrasonics. =700 1\$aWolfenden, A.,$eauthor. =700 1\$aLudtka, GM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11139J.htm =LDR 02912nab a2200613 i 4500 =001 JTE11144J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11144J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11144J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.O1 =082 04$a546/.721$223 =100 1\$aSato, J.,$eauthor. =245 10$aInflammability Ranking of Metals and Alloys in an Oxygen Atmosphere /$cJ. Sato. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aFire spread limits along low flammability metal rods of copper, nickel, Monel (Monel 400), and tin-bronze (BC 3), in a high pressure oxygen atmosphere, have been studied experimentally and theoretically.Theoretical results have shown that two types of low flammability metals exist: one for metals like copper, the other for metals like nickel.The low flammability nature of copper is attributable to the low heat of formation of copper oxide.On the other hand, the low flammability nature of nickel is attributable to the high activation energy of the oxidation reaction.With the combined experimental and theoretical studies, the inflammability ranking of these metals and alloys has been discussed.The inflammability ranking is as follows (from the lowest flammability): copper, Monel (Monel 400), nickel, tin-bronze (BC 3) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMonel. =650 \0$aCopper. =650 \0$aNickel. =650 \0$aMetal fire. =650 \0$aTin-bronze. =650 \0$aFlammability. =650 \0$aFire spread limit. =650 \0$aOxygen compatibility. =650 \0$aOxygen. =650 \0$aChalcogens. =650 14$aOxygen. =650 24$aOxygen compatibility. =650 24$aMetal fire. =650 24$aFire spread limit. =650 24$aCopper. =650 24$aNickel. =650 24$aMonel. =650 24$aTin-bronze. =650 24$aFlammability. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11144J.htm =LDR 02559nab a2200541 i 4500 =001 JTE11145J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11145J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11145J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aPerez Ipiña, JE.,$eauthor. =245 10$aRotation Corrections in Three-Point Single Edge Notch Bend Specimens /$cJE. Perez Ipiña, EL. Santarelli. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aIn elastic-plastic fracture toughness tests of three-point single edge notch bend (3P-SENB) specimens, very ductile materials suffer significant distortions from their initial geometrical configuration, producing large rotation angles of the arms and causing the rollers to move out and detach themselves. These effects should be taken into account when the Unloading Compliance Method is employed to obtain the slow stable crack growth, because the equations are calculated for the initial condition of null rotation angles. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aR-curve. =650 \0$aBend test. =650 \0$aRotation correction. =650 \0$aMeasurement compliance. =650 \0$aElastic-plastic fracture. =650 \0$aFracturemechanics. =650 \0$aMetals$xFracture. =650 14$aElastic-plastic fracture. =650 24$aR-curve. =650 24$aBend test. =650 24$aMeasurement compliance. =650 24$aRotation correction. =700 1\$aSantarelli, EL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11145J.htm =LDR 03217nab a2200625 i 4500 =001 JTE11143J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11143J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11143J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP248.27.A53 =082 04$a615/.19$223 =100 1\$aKschinka, BA.,$eauthor. =245 13$aAn Encapsulation Technique for Conducting Mechanical Properties Tests of Metallic Specimens in a Controlled Environment without a Retort /$cBA. Kschinka, DL. Marriott, JF. Stubbins, N. Vassos. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aA novel technique to encapsulate metallic mechanical properties test specimens in a controlled atmosphere has been developed that eliminates the need for cumbersome retort systems. The procedure consists of brazing stainless steel flexible bellows tubing on a test specimen in such a manner that the tubing acts as a miniature retort around the gage section of the specimen. While convenient, this method demands a special correlation relating strain in the gage section to displacement between the specimen shoulders in order to conduct displacement-controlled fatigue tests. Results of such tests using vacuum encapsulated specimens were generally excellent and agreed reasonably well with data from related studies, supporting the validity of both the encapsulation technique and the subsequent correlation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aExtensometry. =650 \0$aEncapsulation. =650 \0$aVacuum testing. =650 \0$aFatigue testing. =650 \0$aEnvironmental testing. =650 \0$aFatigue test specimen. =650 \0$aFlexible bellows tubing. =650 \0$aCell Transplantation$xmethods. =650 \0$aTissue Preservation$xmethods. =650 \0$aGenetic Engineering. =650 14$aEncapsulation. =650 24$aFlexible bellows tubing. =650 24$aFatigue testing. =650 24$aFatigue test specimen. =650 24$aEnvironmental testing. =650 24$aVacuum testing. =650 24$aExtensometry. =700 1\$aMarriott, DL.,$eauthor. =700 1\$aStubbins, JF.,$eauthor. =700 1\$aVassos, N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11143J.htm =LDR 03032nab a2200649 i 4500 =001 JTE11142J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11142J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11142J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH6014 =082 04$a696/.05$223 =100 1\$aKrumbein, SJ.,$eauthor. =245 10$aMonitoring Environmental Tests by Coulometric Reduction of Metallic Control Samples /$cSJ. Krumbein, B. Newell, V. Pascucci. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThis paper describes a standard procedure for using constant-current electrolytic reduction ("coulometric reduction") to determine the relative buildup of corrosion and tarnish films on control coupons from environmental tests, and discusses the types of results and correlations that may be expected. Examples of the applications of this proposed ASTM standard method will be presented for two types of environmental exposure: the mixed flowing gas test and the humid sulfur vapor ("flowers-of-sulfur") test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aControl coupons. =650 \0$aCathodic reduction. =650 \0$aCoulometric reduction. =650 \0$aEnvironmental testing. =650 \0$aTarnish film analysis. =650 \0$aCorrosion film analysis. =650 \0$aControl coupon evaluation. =650 \0$aBuildings$xEnvironmentalengineering$xeriodicals. =650 \0$aEnvironmentalengineering$vPeriodicals. =650 \0$aEnvironmentaltesting$vPeriodicals. =650 14$aCoulometric reduction. =650 24$aCathodic reduction. =650 24$aEnvironmental testing. =650 24$aCorrosion film analysis. =650 24$aTarnish film analysis. =650 24$aEnvironmental test evaluation. =650 24$aEnvironmental test monitoring. =650 24$aEnvironmental test control. =650 24$aControl coupons. =650 24$aControl coupon evaluation. =700 1\$aNewell, B.,$eauthor. =700 1\$aPascucci, V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11142J.htm =LDR 02634nab a2200541 i 4500 =001 JTE11146J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11146J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11146J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96142$223 =100 1\$aMasuda, H.,$eauthor. =245 12$aA Method to Obtain Ideal Fatigue Crack Propagation for Steels /$cH. Masuda, S. Matsuoka. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aTo predict fatigue crack growth rates under variable loading conditions, a new fatigue test method was developed. Fatigue crack propagation properties were studied for HT80, SM50B, and SUS304 steels. Test results showed that the acceleration of the crack propagation rate occurred at low ?K regions when the intermittent compressive overload was applied. The maximum acceleration of crack propagation was dependent on both the frequency and amplitude, of the overload. When the compressive overload is frequently applied, the crack propagation rate becomes proportional to the second power of ?K. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFractography. =650 \0$aDeformation mode. =650 \0$aFatigue test method. =650 \0$aCompressive overload. =650 \0$aFatigue crack propagation. =650 \0$aSteel$xMetallurgy. =650 \0$aSteel$xMetallography. =650 14$aFatigue test method. =650 24$aFatigue crack propagation. =650 24$aCompressive overload. =650 24$aDeformation mode. =650 24$aFractography. =700 1\$aMatsuoka, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11146J.htm =LDR 03342nab a2200541 i 4500 =001 JTE20160163 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160163$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160163$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA357.5.M43 =082 04$a620.1064$223 =100 1\$aChiu, C. -Y.,$eauthor. =245 10$aSite Investigation and Analyses of Landslide Range Using Particle Image Velocimetry /$cC. -Y. Chiu, T. Seong Quah, S. -C. Hsu, J. J. Bowders. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aIn order to understand the stability and slipping behavior of the slope, in situ investigation and monitoring have been carried out at 12.3 K of Nantou County 89th County Road, Taiwan. The acquired potential sliding depth and range of moving area from the boring logs and inclinometer measurements match with the outcomes from electrical resistivity tomography. The other purpose of this study was to obtain the horizontal displacement field of the landslide at station 12.3 K's landslide and its surrounding area using the particle image velocimetry (PIV) technique. The orthophotographs, taken during 2008 and 2012, were analyzed using the PIVview2C. The results show that the maximum horizontal displacement is about 5.5 to 6.1 m in this study area. For movements in 2008-2009 and 2010-2012, the major displacement is around 5 to 6.5 m. Most of the calculated displacement magnitudes are less than 2.5 m in 2009-2010. The major moving direction is toward the azimuth 247.5°-292.5°. The results of PIV analysis can quickly identify the major moving zones and displacement fields compared with traditional methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLandslide. =650 \0$aDisplacement field. =650 \0$aSite investigation. =650 \0$aParticle image velocimetry. =650 \0$aResistivity image profiling. =650 14$aLandslide. =650 24$aSite investigation. =650 24$aResistivity image profiling (RIP) =650 24$aParticle image velocimetry (PIV) =650 24$aDisplacement field. =700 1\$aSeong Quah, T.,$eauthor. =700 1\$aHsu, S. -C.,$eauthor. =700 1\$aBowders, J. J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 1 Special Issue on Sustainable Technologies and Materials for Transportation Infrastructures.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160163.htm =LDR 04081nab a2200517 i 4500 =001 JTE20160046 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160046$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160046$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.8/4$223 =100 1\$aYao, J. L.,$eauthor. =245 10$aCharacterizing Vibration Responses of Cement Pavement Slabs Atop Different Interlayers to Moving Vehicle Load /$cJ. L. Yao, R. Guan, J. B. Yuan, B. Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThis research characterized the vibration responses of cement pavement surface slabs atop different interlayers under a moving vehicle load via the laboratory simulated vibration response tests and the field tests. This was done with the help of a micro-seismic monitoring system. In the laboratory simulated vibration response tests, a 4.5 kg hammer was used to impose impact loading, while geotextile and rubber sheet were used as the interlayers. The laboratory test results indicated that under the same impact load, compared with the surface slabs without an interlayer beneath, the vector sum of the peak vibration velocity of the surface slabs atop the rubber sheet interlayer, the single-layered geotextile interlayer, and the double-layered geotextile interlayer decreased by 68, 56, and 67 %, respectively; the vector sum of their maximum displacement amplitude decreased by 96, 52, and 45 %, respectively. In the field tests for vibration response, which were done under an estimated vehicle loading 60 t (rear axle loading 30 t) and an estimated vehicle speed of 60 km/h, the surface slabs with geotextile or plastic membrane as the interlayer beneath were tested. The field test results indicated that under the same other conditions, compared with the surface slabs without an interlayer beneath, the vector sum of the peak vibration velocity of the surface slabs atop the interlayer of a double-layered geotextile plus a single-layered plastic membrane, the interlayer of a single-layered geotextile plus a single-layered plastic membrane, and the interlayer of a single-layered plastic membrane decreased by 53, 46, and 10 %, respectively. The vector sum of their maximum displacement amplitude decreased by 41, 39, and 19 %, respectively. To conclude, the rubber sheet interlayers and the geotextile interlayers can help the cement pavement surface slabs significantly damp the vibrations caused by the moving vehicle load or the impact load. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInterlayer. =650 \0$aSurface slab. =650 \0$aCement concrete pavement. =650 14$aCement concrete pavement. =650 24$aSurface slab. =650 24$aInterlayer. =650 24$aTest for vibration response. =650 24$aMicro-seismic monitoring system. =700 1\$aGuan, R.,$eauthor. =700 1\$aYuan, J. B.,$eauthor. =700 1\$aLiu, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 1 Special Issue on Sustainable Technologies and Materials for Transportation Infrastructures.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160046.htm =LDR 03483nab a2200505 i 4500 =001 JTE20160156 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160156$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160156$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.8/4$223 =100 1\$aLee, M. -G.,$eauthor. =245 10$aPreliminary Study of Pervious Concrete on Pavement and Seawall /$cM. -G. Lee, T. Huang, Y. Huang, C. -P. Peng, Y. -M. Su. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aClimate change is a hugely important issue human being are facing. Sustainable development and green building can be one of the solutions to mitigate the impacts of climate change. Pervious concrete is one type of green material. Pervious concrete can keep the runoff of rainwater as a water resource, such that the environment can be preserved and heat island effects can be reduced. In general, pervious concrete is not only used on pavement but also employed in coastal structures, artificial fish reefs, and seawalls in Taiwan. This paper focused on studying the characteristics of applying the designed pervious concrete on pavement and seawall utility. The experimental results showed that the compression strength of the field specimen can be up to 275.7 kgf/cm2, and as such, does exceed the specifications of normal concrete structure. The pervious concrete used in this study had the capacity to penetrate water, and the field permeability test for the simulated field site is 1100 ml/15 sec. As for the seawall made of the pervious concrete, the experimental results showed that the seawall does reduce the phenomena of wave run-up by comparing the seawall made of normal concrete specimens. Furthermore, it was shown that the surface temperature of the pervious concrete fluctuates quicker than normal concrete does. The preliminary results of this study are valuable and serve a useful reference for designing and constructing pervious concrete in the future. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPavement. =650 \0$aPervious concrete. =650 \0$aSeawall. =650 14$aPervious concrete. =650 24$aPavement. =650 24$aSeawall. =700 1\$aHuang, T.,$eauthor. =700 1\$aHuang, Y.,$eauthor. =700 1\$aPeng, C. -P.,$eauthor. =700 1\$aSu, Y. -M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 1 Special Issue on Sustainable Technologies and Materials for Transportation Infrastructures.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160156.htm =LDR 03305nab a2200565 i 4500 =001 JTE20160157 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160157$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160157$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.8/5$223 =100 1\$aHu, C.,$eauthor. =245 10$aEvaluation of Nano-TiO2 Modified Waterborne Epoxy Resin as Fog Seal and Exhaust Degradation Material in Asphalt Pavement /$cC. Hu, J. Ma, H. Jiang, Z. Chen, J. Zhao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aThe objective of this study was to investigate the feasibility of TiO2 waterborne epoxy resin as fog seal and exhaust degradation material in asphalt pavement. To achieve this objective, a commercial anatase/rutile mixed-phase nano-TiO2 was added to waterborne epoxy resin at various percentages. Prepared TiO2 coating was characterized with the use of adhesive shear strength test and laboratory photocatalytic performance test, which was performed with a newly developed apparatus for the study of vehicle exhaust decomposition. In addition, the impact of TiO2 coating on skid resistance and permeability of asphalt pavement was analyzed, with the British Pendulum, sand patch method, and pavement permeability test. The results of the experiments indicated that TiO2 waterborne epoxy resin coating was very effective in decomposing NO, HC, and CO pollutants from automobile exhaust. Moreover, application of waterborne epoxy resin as fog seal could maintain the skid resistance and improve the impermeability of the pavement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTitanium dioxide. =650 \0$aExhaust degradation. =650 \0$aSealing performance. =650 \0$aWaterborne epoxy resin. =650 \0$aPavements, Asphalt$xTesting. =650 \0$aAsphalt Pavement. =650 14$aTitanium dioxide. =650 24$aWaterborne epoxy resin. =650 24$aExhaust degradation. =650 24$aAsphalt pavement. =650 24$aSealing performance. =700 1\$aMa, J.,$eauthor. =700 1\$aJiang, H.,$eauthor. =700 1\$aChen, Z.,$eauthor. =700 1\$aZhao, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 1 Special Issue on Sustainable Technologies and Materials for Transportation Infrastructures.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160157.htm =LDR 03572nab a2200577 i 4500 =001 JTE20160052 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160052$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160052$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.2 =082 04$a620.1/1232$223 =100 1\$aRamirez Cardona, D.,$eauthor. =245 10$aInfluence of Moisture Conditioning on Linear Viscoelastic Behaviour of Bituminous Mixtures Used For Railway Trackbeds /$cD. Ramirez Cardona, H. Di Benedetto, C. Sauzeat, N. Calon, G. Saussine. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b49 =520 3\$aThe influence of moisture on the linear-viscoelastic properties of bituminous mixtures with and without polymer modified bitumen (PMB) to be used for railway trackbeds was addressed in this paper. Nowadays, the use of bituminous mixtures in railway trackbeds, particularly for new high-speed lines, is a common practice. The variation of the thermomechanical properties of bituminous mixtures needs to be characterized considering railway loading, circulation speed, and environmental exposure conditions. For this purpose, improved 3D complex modulus tests were performed on base-course type mixtures. A tri-dimensional constitutive model, called 2S2P1D (2 Springs, 2 Parabolic creep elements and 1 Dashpot), was used to model the viscoelastic behavior of the materials. A moisture conditioning procedure was used to induce moisture damage to the mixtures. The thermomechanical properties of the materials are compared for the conditioned and non-conditioned states. Low variation of the linear viscoelastic behavior of the studied materials after moisture conditioning was observed. The results allowed assessing the interest of using polymer modified bitumen for bituminous mixtures to be used in railway trackbeds. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBituminous mixture. =650 \0$aComplex modulus test. =650 \0$aLinear viscoelasticity. =650 \0$aMoisture damage. =650 \0$aRailway trackbed. =650 \0$aElasticity. =650 \0$aviscoelasticity. =650 14$aBituminous mixture. =650 24$aLinear viscoelasticity. =650 24$aComplex modulus test. =650 24$aMoisture damage. =650 24$aRailway trackbed. =700 1\$aDi Benedetto, H.,$eauthor. =700 1\$aSauzeat, C.,$eauthor. =700 1\$aCalon, N.,$eauthor. =700 1\$aSaussine, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 1 Special Issue on Sustainable Technologies and Materials for Transportation Infrastructures.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160052.htm =LDR 03095nab a2200529 i 4500 =001 JTE20160029 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160029$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160029$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE250 =082 04$a625.8$223 =100 1\$aLi, B.,$eauthor. =245 10$aLaboratory Evaluation of Pavement Performance and Burning Behavior of Flame-Retardant Asphalt Mixtures /$cB. Li, Y. Wen, X. Li, X. Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aThis study evaluated the effect of flame retardant on the pavement performance and burning properties of asphalt mixtures. Two flame-retardant additives (homemade and commercial) were separately added to control asphalt mixtures. Moisture-susceptibility, rutting, and low-temperature cracking tests were conducted to determine the pavement performance of these mixtures. In addition, the burning properties of these mixtures were evaluated through intuitive observation, burning-duration time, surface temperature, and residual stability after burning. From the pavement performance test results, the flame-retardant asphalt mixture showed decreased moisture susceptibility, better performance of resistance to rutting, and no change in the low-temperature cracking when compared to the control asphalt mixture. In addition, the flame-retardant asphalt mixture was effective in delaying the flame time and decreasing the surface temperature and residual stability after burning. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlame retardant. =650 \0$aBurning behavior. =650 \0$aPavement performance. =650 \0$aLaboratory evaluation. =650 \0$aAsphalt Mixture. =650 14$aAsphalt mixture. =650 24$aFlame retardant. =650 24$aPavement performance. =650 24$aBurning behavior. =650 24$aLaboratory evaluation. =700 1\$aWen, Y.,$eauthor. =700 1\$aLi, X.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 1 Special Issue on Sustainable Technologies and Materials for Transportation Infrastructures.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160029.htm =LDR 03764nab a2200553 i 4500 =001 JTE20160131 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160131$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160131$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aKF4548 =082 04$a347.3022303$223 =100 1\$aWang, Z. -M.,$eauthor. =245 10$aEvaluating the Factors Influencing Limestone-Dissolution Characteristics in the Karst Regions of Guizhou, China /$cZ. -M. Wang, G. -L. Yang, R. -D. Yang, K. Rawal, L. -B. Hu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b38 =520 3\$aGuizhou, China, is known for the abundance of subterranean drainage systems with sinkholes. Sinkholes may develop when acidic water starts to dissolve the surface of bedrock or bedding planes. The dissolution characteristics of limestone play a crucial role in the development of sinkholes. The main objective of this study was to develop a quantitative tool for evaluating the dissolution ability for sinkhole formations in the karst regions of Guizhou. The present study investigates a number of properties of limestone that may influence the dissolution in the karst regions of Guizhou. Over 200 rock samples were collected and tested to determine the CaO/MgO ratio, clast content, clastic/matrix ratio, primary porosity, permeability, and fracture density. A quantitative approach was developed to synthesize the influences of these multiple factors to establish the order of the limestone solubility in different regions of Guizhou via numerical modeling using the analytical hierarchy process (AHP) theory. It was found that the solubility of the karstic limestone from different geological formations was in the following descending order: Carboniferous Huanglong-Maping Formation, Permian Qixia-Maokou Formation, Cambrian Qingxudong Formation, and Triassic Yongningzhen Formation. As the water-bearing capacity of the geological formations in these regions is closely associated with underground cavern and sinkhole formations, the approach explored in the present study may have strong implications for the exploration and utilization of karst groundwater resources. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLimestone. =650 \0$aEvaluation. =650 \0$aDissolution. =650 \0$aInfluencing factors. =650 \0$aKarst. =650 14$aEvaluation. =650 24$aInfluencing factors. =650 24$aLimestone. =650 24$aDissolution. =650 24$aKarst. =700 1\$aYang, G. -L.,$eauthor. =700 1\$aYang, R. -D.,$eauthor. =700 1\$aRawal, K.,$eauthor. =700 1\$aHu, L. -B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 1 Special Issue on Sustainable Technologies and Materials for Transportation Infrastructures.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160131.htm =LDR 03567nab a2200505 i 4500 =001 JTE20160164 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160164$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160164$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA658.44 =082 04$a624.18341$223 =100 1\$aYao, B.,$eauthor. =245 10$aExperimental Study on the Shear Strength Between the Steel Bridge Deck and the Asphalt Overlay /$cB. Yao, F. Li, J. Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aA new steel-concrete interface shear (SCIS) test was used for measuring the interface shear strength between the steel bridge deck and the asphalt concrete overlay. This paper describes the test apparatus, specimen preparation, and testing procedure, and illustrates the interface shear strengths determined with the proposed test method. Three factors were investigated: interface type (a layer of epoxy resin tack coat with aggregate chips, a thin layer of epoxy asphalt tack coat, and a thick layer of epoxy asphalt tack coat with aggregate chips), temperature (25°C and 60°C), and normal stress level (0, 0.2, 0.4, and 0.7 MPa). Interface failure criteria and failure patterns are also reported and analyzed. The experimental results show that the SCIS test exhibits good repeatability. The steel-asphalt interface shows strain-softening behavior until it reaches the sliding state. The interface with epoxy resin tack coat provides the highest shear strengths compared to other types of interface. Substrate temperature has a dominant effect on interface shear strength. On average, shear strengths determined at 60°C are about 25 % to 33 % of those determined at 25°C for all interface types. Increased normal stress levels result in increased interface shear strengths. The normal stress effect is more evident at elevated temperature. Three types of interface show different failure patterns: cohesive failures of the epoxy zinc-rich primer, the adhesive failures at the primer-tack coat interface, and the cohesive failure of the tack coat. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInterface. =650 \0$aAsphalt overlay. =650 \0$aShear Strength. =650 \0$aSteel bridge deck. =650 14$aShear strength. =650 24$aInterface. =650 24$aSteel bridge deck. =650 24$aAsphalt overlay. =700 1\$aLi, F.,$eauthor. =700 1\$aChen, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 1 Special Issue on Sustainable Technologies and Materials for Transportation Infrastructures.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160164.htm =LDR 03498nab a2200517 i 4500 =001 JTE20160166 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160166$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160166$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGB609.2 =082 04$a551.44/7$223 =100 1\$aPerez, A. L.,$eauthor. =245 10$aExperimental Study on Sinkholes :$bSoil-Groundwater Behaviors Under Varied Hydrogeological Conditions /$cA. L. Perez, B. H. Nam, M. Alrowaimi, M. Chopra, S. J. Lee, H. Youn. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aSinkholes have been one of the major geohazards in karst terrain and have resulted in loss of human life, as well as significant civil engineering infrastructure. Approximately 20 % of the United States is underlain by karst terrain formed from the dissolution of soluble rocks, and is susceptible to a sinkhole hazard. Particularly, Texas, Florida, Tennessee, Alabama, Missouri, Kentucky, and Pennsylvania are known as sinkhole states. Surprisingly, the understanding of sinkholes is still poor in geotechnical engineering. This paper presents and discusses a preliminary study on the mechanism of Florida's sinkholes that are triggered by groundwater flow. A physical soil-groundwater model was devised, and multiple tests were conducted under different hydrogeological conditions (e.g., with/without aquitard and overburden soil thickness). Groundwater at multiple locations was monitored during the sinkhole-simulation process so that integrated soil-groundwater behaviors could be investigated. It is found that groundwater responds before the surface collapse (showing a cone of depression); thus, a pattern change of groundwater flow can be used as input to pre-detect a sinkhole. In addition, having a clayey sand layer within sand shows a significant influence that includes a rapid change of groundwater flow in the sinkhole process and a larger surface sinkhole. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSinkhole. =650 \0$aGroundwater. =650 \0$aCover-collapse sinkhole. =650 14$aSinkhole. =650 24$aCover-collapse sinkhole. =650 24$aGroundwater. =700 1\$aNam, B. H.,$eauthor. =700 1\$aAlrowaimi, M.,$eauthor. =700 1\$aChopra, M.,$eauthor. =700 1\$aLee, S. J.,$eauthor. =700 1\$aYoun, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 1 Special Issue on Sustainable Technologies and Materials for Transportation Infrastructures.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160166.htm =LDR 03871nab a2200541 i 4500 =001 JTE20160143 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160143$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160143$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA278.2 =082 04$a519.5$223 =100 1\$aZhang, L.,$eauthor. =245 10$aSimulation of Mesofracture Process of Asphalt Mixture Using Digital Image Processing and Extended Finite-Element Method /$cL. Zhang, Z. Ren, Q. Lu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b37 =520 3\$aThis study combines the digital image processing (DIP) technique and extended finite-element method (XFEM) to analyze the crack initiation and propagation mechanism of an asphalt mixture in the indirect tensile test (IDT) at a mesoscopic level. Digital camera images (DCIs) of an asphalt mixture were used to generate mesoscale geometric information of the mixture structure, which was then processed by the free mesh generation technique to build a mesh model of the mixture mesostructure. By introducing a bilinear cohesive zone model (CZM) and the XFEM, the mesh model was used to simulate the complete failure process of the asphalt mixture in the IDT. After validation with laboratory test results and theoretical solutions, the model was used to investigate the crack initiation and propagation process and the stress distribution in the asphalt mixture. It was found that the developed finite-element model cannot only produce simulation results that are consistent with laboratory test results and theoretical solutions, but also provide detailed information, such as the stress distribution in between the aggregate and mastic. In the IDT, crack initiates in weak areas around the interface between asphalt mortar and aggregates. Multiple cracks would occur in the stress concentration areas, and then propagate along both ends at various rates. During crack propagation, crack width plays a leading role. Results of this study showed that the adopted mesostructure analysis method can overcome some shortcomings of conventional finite-element methods and, hence, may provide an effective way for improving the design of flexible pavements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMesostructure. =650 \0$aAsphalt mixture. =650 \0$aIndirect tensile test. =650 \0$aDigital image processing. =650 \0$aImage processing$xDigital techniques. =650 \0$aExtended finite-element method. =650 14$aAsphalt mixture. =650 24$aMesostructure. =650 24$aDigital image processing. =650 24$aExtended finite-element method. =650 24$aIndirect tensile test. =700 1\$aRen, Z.,$eauthor. =700 1\$aLu, Q.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 1 Special Issue on Sustainable Technologies and Materials for Transportation Infrastructures.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160143.htm =LDR 03318nab a2200589 i 4500 =001 JTE11229J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11229J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11229J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS227 =082 04$a673/.733252$223 =100 1\$aGemma, AE.,$eauthor. =245 14$aThe Effects of Stress Dwells and Varying Mean Strain on Crack Growth During Thermal Mechanical Fatigue /$cAE. Gemma, FX. Ashland, RM. Masci. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aTwo types of test were used to evaluate the effects of creep and thermomechanical fatigue (TMF) on the crack growth rates of two nickel-base superalloys: directionally solidified MAR-M200 + hafnium and conventionally cast B-1900 + hafnium. In the test type designated simulated creep/TMF, the mean strain was incremented by a fixed amount at the maximum cycle temperature of each 20th TMF cycle. For the test type designated as creep/TMF, a constant stress was imposed at the maximum temperature for a fixed time period of each 20th TMF cycle. The crack growth rates for both test types were generally higher than the average rates of the baseline data from pure TMF tests. The fracture surfaces of the simulated creep/TMF specimens showed a considerable amount of plane stress behavior, that is, changes in crack planes and growth along steep angular planes. On the other hand, the fracture surfaces of the creep/TMF specimens were more typical of crack growth under plane strain conditions. A strong correlation was found for both alloys between baseline primary creep rates and cumulative creep rates of the interaction test specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep rate. =650 \0$aFatigue tests. =650 \0$aNickel alloys. =650 \0$aThermal fatigue. =650 \0$aCreep properties. =650 \0$aCrack propagation. =650 \0$aNickel$xWelding. =650 \0$aNickel$xMetallurgy. =650 \0$aNickelalloys$xWelding. =650 14$aThermal fatigue. =650 24$aFatigue tests. =650 24$aCrack propagation. =650 24$aCreep properties. =650 24$aNickel alloys. =650 24$aCreep rate. =700 1\$aAshland, FX.,$eauthor. =700 1\$aMasci, RM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11229J.htm =LDR 02838nab a2200589 i 4500 =001 JTE11230J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11230J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11230J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA645 =082 04$a624.1/7$223 =100 1\$aBush, AJ.,$eauthor. =245 10$aStress Intensity Factors for Single-Edge-Crack Solid and Hollow Round Bars Loaded in Tension /$cAJ. Bush. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aDimensionless stress intensity factors were determined for single-edge-crack solid and hollow round bars loaded in tension. These factors were calculated from experimental compliance (inverse slope of load-displacement curve) measurements made over a range of dimensionless crack depths (lengths) from 0.05 to 0.65. The tests were made with 76-mm (3-in.) diameter solid and hollow round bars notched on one side and loaded in axial tension. The hollow bar had an inner to outer diameter ratio of 0.33. A comparison was made with data in the literature for rectangular bars; for a crack depth to diameter ratio of 0.0001 the dimensionless stress intensity factor for a solid round bar is 0.55 compared with 2.0 for a rectangular bar. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTension. =650 \0$aStresses. =650 \0$aCylinders. =650 \0$aCompliance. =650 \0$aStress intensity. =650 \0$aSingle edge crack. =650 \0$aCracking (fracturing) =650 \0$aStructural analysis (Engineering) =650 \0$aStrains andstresses. =650 14$aStresses. =650 24$aTension. =650 24$aCracking (fracturing) =650 24$aCylinders. =650 24$aStress intensity. =650 24$aCompliance. =650 24$aBars. =650 24$aSingle edge crack. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11230J.htm =LDR 02574nab a2200577 i 4500 =001 JTE11226J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11226J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11226J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.A6 =082 04$a620.1861$223 =100 1\$aSchwalbe, K-H,$eauthor. =245 10$aR Curve and Fracture Toughness of Thin Sheet Materials /$cK-H Schwalbe, W. Setz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aCrack growth resistance R curve tests were done on center-cracked panels of three aluminum alloys. Two methods for the measurement of crack length were compared: the compliance method and the potential method. The latter gives more consistent results. It was found that the stress intensity serves as a correlation parameter for crack growth up to a limiting value of the net section stress that is equal to 0.9 times the yield strength. The fracture stress can be accurately predicted by the R curve concept. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aR curve. =650 \0$aStability. =650 \0$aToughness. =650 \0$aAluminum alloys. =650 \0$aPotential method. =650 \0$aCompliance method. =650 \0$aCrack propagation. =650 \0$aAluminumalloys$xAnalysis. =650 14$aCrack propagation. =650 24$aStability. =650 24$aToughness. =650 24$aR curve. =650 24$aCompliance method. =650 24$aPotential method. =650 24$aAluminum alloys. =700 1\$aSetz, W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11226J.htm =LDR 02791nab a2200673 i 4500 =001 JTE11228J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11228J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11228J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA658.2 =082 04$a620.1/123$223 =100 1\$aBrown, MW.,$eauthor. =245 12$aA Biaxial Fatigue Machine for Elevated Temperature Testing /$cMW. Brown, KJ. Miller. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aA biaxial fatigue rig has been developed to study failure under low cycle fatigue conditions. The tubular specimen can be subjected to axial load, torque, and internal pressure enabling a wide range of stress/strain states to be obtained under strain-controlled conditions. A four zone furnace has been developed for elevated temperature tests, while allowing strains to be measured from the gauge length. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCyclic loads. =650 \0$aExtensometers. =650 \0$aFatigue tests. =650 \0$aTest specimens. =650 \0$aTriaxial tests. =650 \0$aStrain measurement. =650 \0$aPlastic deformation. =650 \0$aTemperature control. =650 \0$aElevated temperature. =650 \0$aTemperature measurement. =650 \0$aStructural design. =650 \0$aMachinedesign. =650 \0$aMaterials$xFatigue. =650 14$aCyclic loads. =650 24$aTemperature control. =650 24$aExtensometers. =650 24$aFatigue tests. =650 24$aElevated temperature. =650 24$aPlastic deformation. =650 24$aStrain measurement. =650 24$aTemperature measurement. =650 24$aTest specimens. =650 24$aTriaxial tests. =700 1\$aMiller, KJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11228J.htm =LDR 02721nab a2200625 i 4500 =001 JTE11224J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11224J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11224J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.F55 =082 04$a363.72/88$223 =100 1\$aJensen, RM.,$eauthor. =245 12$aA Critical Evaluation of Pulse Collectors for Utilities /$cRM. Jensen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aSeveral types of fabric filters are used to remove fly ash from the products of combustion of large coal-fired power plants. This article compares two types of cylindrical bags: inside collectors and outside, or pulse, collectors. A synopsis of the evolution of the outside collector precedes a discussion of the merits and shortcomings of both types of collectors. Various claims made by adherents of outside collectors are then discussed. Finally, the costs of replacing bags in the two types of collectors are compared. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFly ash. =650 \0$aBaghouse. =650 \0$aFabric filter. =650 \0$aDust collector. =650 \0$aPulse collector. =650 \0$aInside collector. =650 \0$aOutside collector. =650 \0$aParticulate removal. =650 \0$aElectric power plants. =650 \0$aFlyash$xEnvironmental aspects. =650 14$aElectric power plants. =650 24$aCoal. =650 24$aFly ash. =650 24$aParticulate removal. =650 24$aDust collector. =650 24$aBaghouse. =650 24$aFabric filter. =650 24$aInside collector. =650 24$aOutside collector. =650 24$aPulse collector. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11224J.htm =LDR 03171nab a2200565 i 4500 =001 JTE11227J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11227J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11227J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620.1126$223 =100 1\$aHalliday, MD.,$eauthor. =245 10$aSome Aspects of Fatigue Crack Closure in Two Contrasting Titanium Alloys /$cMD. Halliday, CJ. Beevers. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aFatigue crack growth at intermediate rates was measured in compact tension specimens of the microstructurally contrasting alloys Ti-6Al-4V (Imperial Metal Industries, Ltd. [IMI] titanium 318) and Ti-6Al-5Zr-0.5Mo-0.25Si (IMI titanium 685). Sinusoidal loading was used with a ratio of minimum load to maximum load R of 0.1. The incidence of crack closure was examined during fatigue with both direct current potential drop and crack-opening-displacement (COD) methods; COD was found to be more reliable for closure measurement than potential drop. In contract to the fine-grained IMI 318, the coarse-structured IMI 685 showed substantial load transfer across the crack faces during fatigue and this was attributed to mismatch of the fracture faces. It was shown that the large differences in crack growth rate between the two alloys could be substantially accounted for by an effective stress intensity factor range concept. Marked reductions in growth rate produced by variable amplitude loading of the IMI 318 could not be explained in terms of crack closure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aClosures. =650 \0$aPotential drop. =650 \0$aTitanium alloys. =650 \0$aCrack propagation. =650 \0$aFatigue (materials) =650 \0$aStrains and stresses. =650 \0$aMaterials$xFatigue$xTesting. =650 14$aFatigue (materials) =650 24$aCrack propagation. =650 24$aClosures. =650 24$aTitanium alloys. =650 24$aCrack opening displacement. =650 24$aPotential drop. =650 24$aVariable amplitude loading. =700 1\$aBeevers, CJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11227J.htm =LDR 02918nab a2200637 i 4500 =001 JTE11225J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11225J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11225J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aWoelfl, GA.,$eauthor. =245 10$aLaboratory Testing of Asphalt Concrete for Porous Pavements /$cGA. Woelfl, IW. Wei, CN. Faulstich, HS. Litwack. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aLaboratory testing was conducted to determine the effects of aggregate gradation and asphalt content on the stability and permeability of open-graded asphalt concrete. Test results indicate that permeability increases and stability decreases as the aggregate gradation becomes more open-graded, that is, includes less of the smaller sized particles. Also, permeability decreases as asphalt content increases whereas maximum stability occurs at an optimum asphalt content. Open-graded asphalt concrete was installed in the field for a porous pavement parking lot. The pavement has been serviceable for over two years, including exposure to winter conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTests. =650 \0$aPavements. =650 \0$aStability. =650 \0$aAggregates. =650 \0$aPermeability. =650 \0$aPorous pavement. =650 \0$aBituminous concrete. =650 \0$aOpen-graded pavements. =650 \0$aAsphaltconcrete. =650 \0$aPavements,Asphaltconcrete. =650 14$aAggregates. =650 24$aBituminous concrete. =650 24$aPavements. =650 24$aOpen-graded pavements. =650 24$aPorous pavement. =650 24$aPermeability. =650 24$aStability. =650 24$aTests. =700 1\$aWei, IW.,$eauthor. =700 1\$aFaulstich, CN.,$eauthor. =700 1\$aLitwack, HS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11225J.htm =LDR 02919nab a2200553 i 4500 =001 JTE12365J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12365J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12365J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1/7765$223 =100 1\$aBenderly, D.,$eauthor. =245 10$aShear Testing of Polymeric Foams /$cD. Benderly, J. Zafran, S. Putter. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA standard method for the determination of the shear strength of a polymeric foam is a lap shear geometry. The accuracy and validity of this test was evaluated by means of finite-element modeling. Model results show that the shear stress is not constant over the length of the sample, with shear peaks at the ends, so that the average shear stress in the sample can be quite different than the maximum shear stress experienced. Normal stresses are also present at the sample ends giving rise to a combined stress field. Experimental results for a polymeric foam bonded to steel edge plates show that the measured shear strength can vary significantly with the sample geometry (length). Maintaining a minimum length/thickness ratio, as specified in the ASTM C 273 standard, does not necessarily result in a sample with the most uniform shear field, and therefore the most accurate measure of the true shear strength. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLap shear. =650 \0$aShear strength. =650 \0$aSandwich structure. =650 \0$aFinite-element analysis. =650 \0$aShear (Mechanics) =650 \0$aFoam$xEvaluation. =650 14$aSandwich structure. =650 24$aCore. =650 24$aFoam. =650 24$aShear strength. =650 24$aLap shear. =650 24$aFinite-element analysis. =700 1\$aZafran, J.,$eauthor. =700 1\$aPutter, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12365J.htm =LDR 02324nab a2200553 i 4500 =001 JTE12364J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12364J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12364J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRE986 =082 04$a617.7/9$223 =100 1\$aBouhlel, MS.,$eauthor. =245 10$aAutomatic Classification of Faience Tiles by Artificial Vision /$cMS. Bouhlel, M. Elloumi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe detection and identification of defects in fairence tiles during manufacture is necessary for an objective evaluation of quality, and for rapidity of processing. To this end, we are working on the automatic classification of surface defects observed on faience tiles. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFaience tiles. =650 \0$aQuantification. =650 \0$aQuality control. =650 \0$aImage processing. =650 \0$aAutomatic classification. =650 \0$aArtificial vision. =650 \0$aBiomedical engineering. =650 14$aArtificial vision. =650 24$aAutomatic classification. =650 24$aImage processing. =650 24$aFaience tiles. =650 24$aQuantification. =650 24$aQuality control. =700 1\$aElloumi, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12364J.htm =LDR 03860nab a2200577 i 4500 =001 JTE12361J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12361J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12361J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA165 =082 04$a681/.2$223 =100 1\$aHe, Y.,$eauthor. =245 10$aFault Diagnosis of Loaded Water Hydraulic Actuators by Online Testing with LabVIEW® /$cY. He, PSK Chua, GH. Lim, ACH Tan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aIn recent years, with the development of technology in materials and machining, it is becoming possible to produce modern water hydraulic components that are made of lubricant-free and anticorrosive materials and to achieve very close tolerances to reduce internal leakage due to the low viscosity of water. As water is nontoxic, environmentally friendly, and readily available, many industries are already turning to modern water hydraulic systems to replace their oil hydraulic counterparts. As with all systems, the increasing use of water hydraulic systems by more industries will result in a greater need to monitor and maintain the systems. This paper is concerned with online testing and fault diagnosis of loaded modern water hydraulic cylinders and axial piston motors. LabVIEW® (Laboratory Virtual Instrument Engineering Workbench) data acquisition hardware and development software were used for data acquisition and processing. Likely real-life faults were simulated on the hydraulic actuators' internal components. The actuators also were operated to capture their unique vibration signals in their faulty states and the results compared with reference signatures of the same actuators when they were in their new or healthy states. The vibration signatures and amplitude spectra, average extension/retraction duration, and flow trending amplitude of the water hydraulic actuators versus piston seal wear, rod seal wear, piston shoe wear, and capstan surface wear under different operating conditions of simulated loads and speeds are presented and discussed. The results show that there is a distinctive variation in vibration signals, flow rate, and average stroking duration with increase in loads for both actuators. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aActuators. =650 \0$aOnline testing. =650 \0$aFault diagnosis. =650 \0$aWater hydraulic system. =650 \0$aActuators$xCongresses. =650 \0$aDetectors. =650 \0$aBiosensors. =650 \0$aChemical detectors. =650 \0$aDetectors$xCongresses. =650 14$aFault diagnosis. =650 24$aOnline testing. =650 24$aWater hydraulic system. =650 24$aActuators. =700 1\$aChua, PSK,$eauthor. =700 1\$aLim, GH.,$eauthor. =700 1\$aTan, ACH,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12361J.htm =LDR 03089nab a2200577 i 4500 =001 JTE12363J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12363J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12363J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC78.7.D53 =082 04$a618.9200757$223 =100 1\$aTrichili, H.,$eauthor. =245 10$aReview and Evaluation of Medical Image Segmentation Using Methods of Optimal Filtering /$cH. Trichili, MS. Bouhlel, F. Kammoun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aImage segmentation is an important process of image analysis. It consists of subdividing an image into its constituent parts and extracting these interesting parts. A large variety of segmentation algorithms have been developed. The evaluation and comparison of these algorithms turns out to be important and even indispensable for correctly using them. This paper presents an objective study of segmentation algorithms using the methods of optimal filtering. This study is distinguished from other studies by its consideration of both evaluation and comparison, treating both image cases (noisy and non-noisy ones). The results of implementation, an evaluation of the advantages and the drawbacks of each one of them, and a study of their immunity towards three types of noise are also presented. All these characteristics make this study a general and effective one for revealing the performance of segmentation algorithms using the methods of optimal filtering. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNoise. =650 \0$aSegmentation. =650 \0$aMedical image. =650 \0$aEdge detection. =650 \0$aImagesegmentation. =650 \0$aBiomedical engineering. =650 \0$aDiagnostic imaging. =650 \0$aTomography. =650 \0$aOptimal filtering. =650 14$aMedical image. =650 24$aOptimal filtering. =650 24$aEdge detection. =650 24$aSegmentation. =650 24$aNoise. =700 1\$aBouhlel, MS.,$eauthor. =700 1\$aKammoun, F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12363J.htm =LDR 03723nab a2200601 i 4500 =001 JTE12362J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12362J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12362J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620.112$223 =100 1\$aRobinson, RG.,$eauthor. =245 12$aA Study on the Beginning of Secondary Compression of Soils /$cRG. Robinson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aThe time-compression curve obtained from a laboratory one-dimensional consolidation test generally consists of three parts, namely initial compression, primary consolidation, and secondary compression. While the initial compression occurs immediately after the application of a load increment, the primary consolidation and the secondary compression are time-dependent. It is not known whether both primary consolidation and secondary compression occur concurrently or if the secondary compression begins after the end of primary consolidation, as assumed in general practice. This paper examines this aspect based on the pore water pressure measured at the base of the sample during consolidation. It was observed that the beginning of secondary compression strongly depends on the load increment ratio (LIR). For the inorganic soils tested, the secondary compression begins practically after the end of primary consolidation. When a small LIR of 0.2 is adopted, the secondary compression starts as early as about 55 % of the primary consolidation is over. For the organic soil tested, the secondary compression begins much earlier, compared to the inorganic soils even at a higher load increment ratio. The secondary compression-time relationship can be well represented by a hyperbolic model. The method adopted in this article is capable of separating the primary consolidation and secondary compression from time-compression data once the pore water pressure at the base of the sample is known. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aClays. =650 \0$aConsolidation. =650 \0$aPore water pressure. =650 \0$aPrimary consolidation. =650 \0$aSecondary compression. =650 \0$aDegree of consolidation. =650 \0$aSoil mechanics$xTesting$xStandards. =650 \0$aSoil structure$xTesting$xStandards. =650 \0$aSoil compaction$xTesting$xStandards. =650 \0$aSoils$xAnalysis. =650 \0$aSoils$xCompression testing. =650 14$aConsolidation. =650 24$aSecondary compression. =650 24$aPrimary consolidation. =650 24$aDegree of consolidation. =650 24$aPore water pressure. =650 24$aClays. =650 24$aPeat. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12362J.htm =LDR 03417nab a2200613 i 4500 =001 JTE12369J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12369J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12369J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP1122 =082 04$a668.4$223 =100 1\$aBaldi, F.,$eauthor. =245 10$aInfluence of the Geometry of the Extrusion Die on the Melt Strength of Polymers /$cF. Baldi, D. Rösch. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aIn the past some studies have been carried out to investigate the melt strength of polymers with the purpose of comparing the results obtained with different materials and at different temperatures. In those experimental activities, once that the testing instrument had been chosen, the polymers were considered the object of the investigation and the attention was rarely focused on the testing geometry. The present work, instead, intends to analyze the influence that the geometry of the extrusion die has on the melt strength of polymers. In particular, attention is focused on the analysis of the differences produced on the melt strength of a material, when the extruded filament is subjected, via the use of two different dies specifically designed, to two distinct temperature profiles along the stretching axis. This investigation highlights that the testing geometry chosen for an experimental activity based on melt tension tests, via haul-off measurements, plays a fundamental role in the correct interpretation of the results. In fact it is demonstrated that the correct choice of the extrusion die allows one to obtain results much more similar to the real processing type that, using melt tension tests, has to be analyzed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPolymers. =650 \0$aExtrusion. =650 \0$aRheometers. =650 \0$aMelt tension. =650 \0$aMelt strength. =650 \0$aStretching ratio. =650 \0$aCapillary rheology. =650 \0$aHaulf-off measurements. =650 \0$aPolymer melting. =650 \0$aPolymers$xRheology. =650 14$aMelt strength. =650 24$aMelt tension. =650 24$aHaulf-off measurements. =650 24$aCapillary rheology. =650 24$aRheometers. =650 24$aStretching ratio. =650 24$aExtrusion. =650 24$aPolymers. =700 1\$aRösch, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12369J.htm =LDR 02769nab a2200493 i 4500 =001 JTE12367J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12367J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12367J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a621.48/35$223 =100 1\$aYawny, AA.,$eauthor. =245 10$aIn Situ Fracture Toughness Measurement Using Scanning Electron Microscopy /$cAA. Yawny, JE. Perez Ipiña. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aIn situ tests were developed to measure fracture toughness (KIc, JIc, CTOD, R-curves) in small samples, simultaneously observing details of the crack blunting, initiation, and propagation by using scanning electron microscopy (SEM). A small load frame was employed for this purpose and in situ tests were performed in a Philips 515 SEM with a small chamber. A load-load line displacement record could be obtained from the different types of tests in order to calculate any fracture mechanics parameter, determine the initiation and amount of stable crack growth, measure directly the CTOD or Schwalbe's ?5 and correlate any of these parameters with the observed micromechanisms. The applicability of the proposed in situ fracture toughness measurement technique has been exemplified making use of a wide set of materials, and its limitations were also evaluated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIn situ test. =650 \0$aMicromechanisms. =650 \0$aFracture toughness. =650 \0$aNondestructive testing. =650 14$aIn situ test. =650 24$aFracture toughness. =650 24$aMicromechanisms. =650 24$aScanning electron microscopy. =700 1\$aPerez Ipiña, JE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12367J.htm =LDR 02511nab a2200529 i 4500 =001 JTE12366J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12366J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12366J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA413.5 =082 04$a624.1/76028/7$223 =100 1\$aGomes, PTV,$eauthor. =245 10$aTemperature Effect on Strain Measurement by Using Weldable Electrical Resistance Strain Gages /$cPTV Gomes, NS. Maia, TR. Mansur, ES. Palma. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThermal output from two different strain gage types was analyzed over a temperature range from 20-500°C. The influence of applied loads was also examined. The strain gages were attached to the specimens in three different configurations. Thermal output was efficiently compensated for using a quarter-bridge configuration. Relative large errors were found using half-bridge configurations. The obtained thermal output values, with and without application of load, are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aUncertainty. =650 \0$aThermal output. =650 \0$aStrain measurement. =650 \0$aElectric resistance$xMeasurement. =650 \0$aStrain gages. =650 14$aStrain gages. =650 24$aThermal output. =650 24$aUncertainty. =650 24$aStrain measurement. =700 1\$aMaia, NS.,$eauthor. =700 1\$aMansur, TR.,$eauthor. =700 1\$aPalma, ES.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12366J.htm =LDR 03290nab a2200589 i 4500 =001 JTE12370J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12370J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12370J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE205 =082 04$a388.1$223 =100 1\$aKulkarni, M.,$eauthor. =245 10$aDevelopment of a Procedure to Determine the Effectiveness of Asphalt-Removing Solvents /$cM. Kulkarni, Q. Xu, A. Tayebali. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aDue to environmental protection requirements, most state and federal agencies are now required to use biodegradable solvents instead of diesel fuel or other hydrocarbon solvents. A variety of environmentally friendly and safe asphalt-removing solvents are available in the market. However, there is no quantitative standardized procedure to compare the efficacy of these solvents. This paper outlines the development of a procedure used to evaluate the cleaning efficacy of various solvents. The goal was to develop a standardized procedure that would yield quantitative and repeatable results. After evaluating various alternatives like metal and glass plates, ceramic tiles, and aluminum foils, the aluminum dish was found most suitable for the study. Test results obtained for solvent comparison were found to be consistent and repeatable, with the coefficient of variation for asphalt removed less than 10% for most solvents. Further, this study provides an outline for cost-effective analysis of solvents used in relation to diesel fuel and the procedure is able to rank solvents quantitatively. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCRS-2. =650 \0$aAsphalt. =650 \0$aEmulsion. =650 \0$aSolvents. =650 \0$aDiesel fuel. =650 \0$aAsphalt-removing solvents. =650 \0$aAsphalt$xTesting$xEnvironmental aspects. =650 \0$aPavements, Asphalt$xTesting$xEnvironmental aspects. =650 \0$aSolvent extraction$xEnvironmental aspects. =650 14$aSolvents. =650 24$aAsphalt. =650 24$aAsphalt-removing solvents. =650 24$aEmulsion. =650 24$aDiesel fuel. =650 24$aCRS-2. =700 1\$aXu, Q.,$eauthor. =700 1\$aTayebali, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12370J.htm =LDR 02720nab a2200505 i 4500 =001 JTE12360J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12360J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12360J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7872.D48 =082 04$a681.2$223 =100 1\$aWang, J.,$eauthor. =245 14$aThe Reliability and Self-Diagnosis of Sensors in a Multisensor Data Fusion Diagnostic System /$cJ. Wang, H. Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aAny error in a data fusion system that is used to diagnose and detect machine faults, especially an error in sensor measurement information, will result in an incorrect diagnostic conclusion. The accuracy and reliability of sensor measurement is a prerequisite for reducing the uncertainty of the fusion system and accurately diagnosing system faults. The measurement error of the multisensor and the degree of reliability of the detecting system can be determined by a multisensor consistency check. In this paper, we use the "probability distance measure" to determine the compatibility of multisensor information and to ensure that the measurements represent the same target (or state). We show our experimental results, which demonstrate a good result. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aData fusion. =650 \0$aMultisensor. =650 \0$aConsistency check. =650 \0$aWireless sensor networks$xDesign and construction. =650 \0$aMedical care$xData processing. =650 \0$aTelecommunication in medicine. =650 14$aMultisensor. =650 24$aData fusion. =650 24$aConsistency check. =700 1\$aWang, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12360J.htm =LDR 02784nab a2200577 i 4500 =001 JTE12368J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12368J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12368J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a668.4/22$223 =100 1\$aHemrick, JG.,$eauthor. =245 10$aThermal Conductivity of Alumina Measured with Three Techniques /$cJG. Hemrick, CW. Kistler, AA. Wereszczak, MK. Ferber. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThree common ASTM methods (calorimetry, hot-wire, and laser-flash) for determining the thermal conductivity of refractory ceramics were compared using a commonly available bulk material having a microstructure sufficient for all three methods of analysis. Experimental measurements were made between 20-1200°C on a fine-grained, 94 % pure aluminum oxide using each technique. Results from the hot-wire and laser-flash methods were found to be similar and in line with theoretical and literature values. Values obtained by the calorimetry method were found to be lower than those of the other two methods, with a greater deviation at lower temperatures than at higher temperatures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHot-wire. =650 \0$aCalorimetry. =650 \0$aLaser-flash. =650 \0$aRefractories. =650 \0$aThermal conductivity. =650 \0$aThermal analysis. =650 \0$aAlumina. =650 14$aThermal conductivity. =650 24$aRefractories. =650 24$aCalorimetry. =650 24$aHot-wire. =650 24$aLaser-flash. =650 24$aAlumina. =700 1\$aKistler, CW.,$eauthor. =700 1\$aWereszczak, AA.,$eauthor. =700 1\$aFerber, MK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12368J.htm =LDR 03768nab a2200673 i 4500 =001 JTE11746J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11746J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11746J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.T46 =082 04$a721/.0449$223 =100 1\$aUkponmwan, JO.,$eauthor. =245 14$aThe Effect of Wet Abrasive Wear on the Tensile Properties of Cotton and Polyester-Cotton Fabrics /$cJO. Ukponmwan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aThe tensile properties of cotton and polyester-cotton woven fabrics have been analyzed in terms of the breaking load, breaking extension, breaking elongation, and elongation at 1 kg (1% full-scale-deflexion (FSD)) using the Instron Tensile Tester, Model 1026. Changes in tensile properties of the woves fabrics as a consequence of wear using the Accelerotor Abrasion Tester in wet conditions are illustrated. The tensile properties before and after abrasion and the effect of abrasion damage on the tensile properties were determined. The Spearman rank correlation coefficient was used to determine the interrelationship between the tensile properties and percentage loss in weight. Relationships between the tensile properties, mass, thickness, density, and specific volume of these fabrics before abrasion are also reported. A significant positive correlation (at 5% and 1% levels) was obtained between breaking load, breaking extension, and breaking elongation, and between breaking extension and breaking elongation in both wet and damp abrasion. Determination of a simple paired t-test showed that there was no significant difference between the unabraded and abraded fabrics (wet and damp), or between wet and damp abraded fabrics at the 95% confidence interval with respect to tensile properties. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAccelerotor. =650 \0$aBreaking load. =650 \0$aWoven fabrics. =650 \0$aBreaking extension. =650 \0$aTensile properties. =650 \0$aAbrasion resistance. =650 \0$aBreaking elongation. =650 \0$aSimple paired t-test. =650 \0$aPercentage difference. =650 \0$aInstron tensile tester. =650 \0$aCorrelation coefficient. =650 \0$aTensile architecture. =650 14$aAccelerotor. =650 24$aAbrasion resistance. =650 24$aPercentage loss in weight. =650 24$aPercentage difference. =650 24$aWoven fabrics. =650 24$aInstron tensile tester. =650 24$aTensile properties. =650 24$aBreaking load. =650 24$aBreaking extension. =650 24$aBreaking elongation. =650 24$aCorrelation coefficient. =650 24$aSimple paired t-test. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11746J.htm =LDR 03020nab a2200505 i 4500 =001 JTE11739J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11739J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11739J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.T46 =082 04$a721/.0449$223 =100 1\$aGoforth, RE.,$eauthor. =245 10$aTesting the Superplastic Flow Characteristics of Advanced Aluminum Alloys /$cRE. Goforth, MN. Srinivasan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aSpecial test equipment is required in order to determine the superplastic flow characteristics of advanced aluminum alloys such as the low-density aluminum-lithium alloys and the high-temperature intermetallics (processed by rapid solidification, mechanically alloying, powder metallurgy techniques). The superplastic flow characteristics under optimum conditions of strain race and temperature are necessary as input data to the computer process model weed to predict optimum pressure-time cycles for the SPF process. Most published tensile flow stress data for superplastic deformation was developed under constant crosshead speeds and at atmospheric pressure. In order to establish accurate flow characteristics, testing must be conducted: (1) at a closely controlled temperature, (2) at a controlled constant true strain rate, and (3) under hydrostatic pressure (to prevent cavitation). This paper discusses the design and development of a test system with these capabilities and also highlights typical results for three aluminum-lithium alloys. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAluminum-lithium. =650 \0$aTensile instability. =650 \0$aStrain rate sensitivity. =650 \0$aSuperplastic deformation. =650 \0$aTensile architecture. =650 14$aSuperplastic deformation. =650 24$aAluminum-lithium. =650 24$aStrain rate sensitivity. =650 24$aTensile instability. =700 1\$aSrinivasan, MN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11739J.htm =LDR 03295nab a2200637 i 4500 =001 JTE11743J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11743J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11743J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS198.3.P3 =082 04$a676/.288$223 =100 1\$aUrbanik, TJ.,$eauthor. =245 10$aMore Rapid Edgewise Crush Test Methods /$cTJ. Urbanik, AH. Catlin, DR. Friedman, RC. Lund. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThe use of paraffin wax to reinforce the loading edges of corrugated fiberboard edge-crush specimens requires that the specimens be reconditioned after waxing. The traditional practice employing a 24-h reconditioning period is a conservative approach based on the moisture response rate of corrugated containers. An interlaboratory study was conducted to determine the effect of reconditioning time on edgewise compressive strength of waxed specimen prepared by standard test methods. Results showed that reconditioning time can be reduced from 24 h to 2 h wish no significant change in test values. The results apply to flexible-beam and rigidplaten loading machines, but at conventional loading speeds, the flexible-beam machine yielded higher overall streagth values. Other tests were conducted to evaluate the performance of an edge-clamping fixture for use with unwaxed specimens. When tested with heavy basis weight materials, the fixture did not yield equivalent results compared to those obtained with lighter grade waxed apecimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrength. =650 \0$aPackaging. =650 \0$aProcedures. =650 \0$aCompression. =650 \0$aPaper testing. =650 \0$aLaboratory methods. =650 \0$aSpecimen preparation. =650 \0$aCorrugated containers. =650 \0$aCorrugated paperboard. =650 \0$aContainers. =650 14$aPaper testing. =650 24$aCorrugated containers. =650 24$aPackaging. =650 24$aCompression. =650 24$aLaboratory methods. =650 24$aProcedures. =650 24$aSpecimen preparation. =650 24$aStrength. =700 1\$aCatlin, AH.,$eauthor. =700 1\$aFriedman, DR.,$eauthor. =700 1\$aLund, RC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11743J.htm =LDR 03205nab a2200541 i 4500 =001 JTE11736J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11736J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11736J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aLittle, RE.,$eauthor. =245 10$aUp-and-Down Methodology Applied to Statistically Planned Experiments /$cRE. Little, JJ. Thomas. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aTwenty-four modified small sample up-and-down tests were conducted to estimate the median endurance limits of unplated and cadmium-plated ½-13NC 2A machine screws of SAE Grades 2, 5, and 8, each fastened using standard geometry SAE Grade 2 zincplated nuts or Ranged SAE Grade 8 nuts (termed toolmarker's nuts). The test program was a split-plot experimental design with six mainplots (three grades of machine screws, each unplated or cadmium-plated) and two split-plots (nut-type) within each main-plot. This test program was repeated to form two time-blocks, each time-block involving twelve modified small sample up-and-down fatigue test sequences conducted under test conditions that were as uniform as practical. Based on prior test data, the effect of the split-plot factor, nut-type, was of primary interest in this study. Two statistical analyses are discussed herein: the standard (parametrie), analysis of variance and an alternative nonparametric analysis. Recommendations are made on how to conduct similar multifactor test programs involving up-and-down test sequences to estimate the median endurance limits of interest. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSplit-plot designs. =650 \0$aAnalysis of variance. =650 \0$aFatigue limit estimation. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aSmall sample up-and-down tests. =650 24$aEndurance limit estimation. =650 24$aFatigue limit estimation. =650 24$aSplit-plot designs. =650 24$aAnalysis of variance. =650 24$aFatigue testing of machine screws. =700 1\$aThomas, JJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11736J.htm =LDR 02929nab a2200577 i 4500 =001 JTE11747J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11747J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11747J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.G7 =082 04$a662/.92$223 =100 1\$aJones, WF.,$eauthor. =245 10$aAsbestos-Free Gasket Materials for Turbines /$cWF. Jones, BB. Seth. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThe results of a systematic program undertaken to evaluate potential substitute materials for asbestoe-free gaskets used in power plant turbines are reviewed. Thirty-three commercially available materials were subjected to a series of tests reflecting the requirements of a good gasket material for turbine applications. The results identified flexible graphite as the only material to meet or exceed the properties of asbestos gaskets. One limitation of flexible graphite uncovered in the program, however, is its relatively high stress relaxation behavior especially at temperatures above 650°F (343°C). Ten-thousand-hour stress relaxation tests were conducted in the temperature range of 500 to 850°F (260 to 454°C) to determine the usable temperature limit of flexible graphite. The effects of joint flexibility and reloading were also evaluated at high temperatures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsbestos. =650 \0$aTurbines. =650 \0$aSheet gaskets. =650 \0$aHigh temperature. =650 \0$aFlexible graphite. =650 \0$aStress relaxation. =650 \0$aNon-asbestos materials. =650 \0$aGraphite. =650 14$aSheet gaskets. =650 24$aAsbestos. =650 24$aTurbines. =650 24$aStress relaxation. =650 24$aFlexible graphite. =650 24$aHigh temperature. =650 24$aNon-asbestos materials. =700 1\$aSeth, BB.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11747J.htm =LDR 03249nab a2200613 i 4500 =001 JTE11744J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11744J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11744J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5415.153 =082 04$a658.5$223 =100 1\$aMaldas, D.,$eauthor. =245 10$aPerformance of Hybrid Reinforcements in PVC Composites :$bPart I-Use of Surface-Modified Mica and Wood Pulp as Reinforcements /$cD. Maldas, BV. Kokta. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aIn the present study, the hybird behavior of surfacetreated mica and hardwood chemithermomechanical pulp (CTMP) in PVC composites was investigated. In order to improve the compatibility of wood fibers with PVC and surface-coated mica, CTMP was subjected to different surface modifications by pretreating the fibers with maleic anhydride (MA), a mixture of MA and Na-silicate, and with an inocyanate (PMPPIC). The effect exerted by the concentration of reinforcements, composition of hybrid as well as the treatment of CTMP, on the mechanical properties of the hybrid composites were evaluated. In general, these properties improved compared to those of uncoated CTMP/mica-filled composites. Moreover, PMPPIC treatment renked best followed by MA - and MA + silicat treatments. The optimal concentrations of reinforcements and their compositions, which provided superior properties, varied according to the nature of the trestment of CTMP and of the individual mechanical properties themselves. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood fiber. =650 \0$aCompatibility. =650 \0$aCoupling agent. =650 \0$aHybrid behavior. =650 \0$aSurface modification. =650 \0$aMechanical properties. =650 \0$aThermoplastic composites. =650 \0$aComposites. =650 \0$aComposite materials. =650 14$aThermoplastic composites. =650 24$aPVC. =650 24$aWood fiber. =650 24$aMica. =650 24$aCoupling agent. =650 24$aSurface modification. =650 24$aCompatibility. =650 24$aMechanical properties. =650 24$aHybrid behavior. =700 1\$aKokta, BV.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11744J.htm =LDR 03166nab a2200613 i 4500 =001 JTE11741J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11741J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11741J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD1062 =082 04$a623/.75$223 =100 1\$aChiang, YJ.,$eauthor. =245 10$aQuality Assessment Tests for Nails /$cYJ. Chiang, MH. Chu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aThe quality of nails may be measured by the assessment of their impact bend angle, flexural yield strength, or hardness. Testing for the determination of these criteria as conducted by White, McLain, and Padla [1] is based on three factors carbon content (denoted by SAE number), nominal shank diameter, and hardening. The factorial analysis of their experimental results is presented in this paper Given the nonlinear variation of the flexural yield strength versus the carbon content [1], our analysis is divided into two blocks (1) a low-carbon region, between SAE 1010 and SAE 1022 and (2) a high-carbon region, between SAE 1022 and SAE 1040 The impact of main effects and multiple-factor interactions on each criterion is explored in each block. Results show the SAE class to be a valid indicator of the flexural yield strength in both the low- and highcarbon regions. However, hardening must be taken into consideration as another effective factor when the carbon content is high. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNails. =650 \0$aHardening. =650 \0$aCarbon content. =650 \0$aVickers hardness. =650 \0$aImpact bend angle. =650 \0$aDesign of experiments. =650 \0$aNominal shank diameter. =650 \0$aFlexural yield strength. =650 \0$aCarbon, Activated. =650 \0$aFilters and filtration. =650 14$aNails. =650 24$aImpact bend angle. =650 24$aFlexural yield strength. =650 24$aVickers hardness. =650 24$aCarbon content. =650 24$aNominal shank diameter. =650 24$aHardening. =650 24$aDesign of experiments. =700 1\$aChu, MH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11741J.htm =LDR 02670nab a2200529 i 4500 =001 JTE11734J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11734J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11734J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aSimha, KRY,$eauthor. =245 10$aMonitoring Fatigue Crack Propagation in Compact Tension Specimens via Remote Sensing of Back Face Strain /$cKRY Simha, HSS Hande, PR. Arora. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aBack face strain (BFS) measurement is now well-established as an indirect technique to monitor crack length in compact tension (CT) fracture specimens [1,2]. Previous work [2] developed empirical relations between fatigue crack propagation (FCP) parameters. BFS, and number of cycles for CT specimens subjected to constant amplitude fatigue loading. These predictions are experimentally validated in terms of the variations of mean values of BFS and load as a function of crack length. Another issue raised by this study concerns the validity of assigning fixed values for the Paris parameters C and n to describe FCP in realistic materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMean load. =650 \0$aCompact tension (CT) =650 \0$aBack face strain (BFS) =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFatigue crack propgation (FCP) =650 24$aBack face strain (BFS) =650 24$aMean load. =650 24$aCompact tension (CT) =700 1\$aHande, HSS,$eauthor. =700 1\$aArora, PR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11734J.htm =LDR 03325nab a2200529 i 4500 =001 JTE11740J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11740J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11740J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA462 =082 04$a620.1/1223$223 =100 1\$aSchra, L.,$eauthor. =245 14$aThe ASCOR Test :$bA Simple Automated Method for Stress Corrosion Testing of Aluminum Alloys /$cL. Schra, FF. Groep. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aAlternate immersion stress corrosion testing according to ASTM G 44, Practice for Alternate Immersion Stress Corrosion Testing in 3.5% Sodium Chloride Solution, has proves to be representative for alumimum alloys in natural environments resembling the actual eavironmental conditions for aircraft. A simple automated stress corrosion testing method called the ASCOR (automated stress corrosion ring) test was developed to test aluminum alloys according to ASTM G 44 and using direct stressing as in ASTM G 49. Recommended Practice for Preparation and Use of Direct Tension Stress Corrosion Test Specimens. The method involves testing cylindrical or pin-loaded flat tension test specimens in a loading sing provided with strain gages to measure the load. Initiation of a stress corrosion crack (SCC) results in a small load decrease. During the test the load is measured periodically and stored in a data acquisition system controlled by a personal computer. A specific load decrease is used as the criterion for SCC initiation. The main advantages of the method are that a large number of specimens can be tested simultaneously in a climate chamber and that SCC initiation lives can be determined according to a clearly defined criterion without time consuming and subjective inspections, and without disturbing the test procedure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConstant load. =650 \0$aAluminum alloys. =650 \0$aStress corrosion. =650 \0$aAccelerated testing. =650 \0$aAlternate immersion. =650 \0$aCorrosion. =650 14$aStress corrosion. =650 24$aAccelerated testing. =650 24$aConstant load. =650 24$aAlternate immersion. =650 24$aAluminum alloys. =700 1\$aGroep, FF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11740J.htm =LDR 02445nab a2200565 i 4500 =001 JTE11738J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11738J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11738J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA367 =082 04$a620.28$223 =100 1\$aKinra, VK.,$eauthor. =245 10$aTime-Domain Ultrasonic NDE of the Wave Velocity of a Sub-Half-Wavelength Elastic Layer /$cVK. Kinra, C. Zhu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe purpose of this paper is to report a new technique for ultrasonic NDE of the wavespeed of a sub-half-wavelength layer (given its thickness) using only the time-domain information. The new technique was applied to aluminum plates with h ? ranging from 0.082 to 2.0 where h and ? are the plate thickness and the nominal wavelength, respectively. A satisfactory compatison between the measured values and the nominal value was observed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWavespeed. =650 \0$aUltrasonic. =650 \0$aWavelength. =650 \0$aTime-domain. =650 \0$aElastic layer. =650 \0$aWave velocity. =650 \0$aUltrasonics. =650 14$aUltrasonic. =650 24$aNDE. =650 24$aWavelength. =650 24$aWave velocity. =650 24$aWavespeed. =650 24$aTime-domain. =650 24$aElastic layer. =700 1\$aZhu, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11738J.htm =LDR 02506nab a2200517 i 4500 =001 JTE11735J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11735J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11735J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aJiang, B.,$eauthor. =245 10$aCalculation for Rolling Contact Fatigue Life and Strength of Case-Hardened Gear Materials by Computer /$cB. Jiang, X. Zheng, M. Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aAn analysis of the rolling contact tatigue process of case-hardened gear material by means of clasticity and fracture mechanics theory has been made: the stress intensity range ?k and equation for crack growth da/dN c(?k)'' was put forward to calculate their fatigue life and strength in this work.The results show that the calculated data are in good agreement with the experimental ones for compound-treated, sprayed, and carbonitrided specimens.The relative errors of logarithm of cycle number are all less than 5'. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aComputer. =650 \0$aCalculation. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aRolling contact fatigue life and strength. =650 24$aCase-hardened gear materials. =650 24$aCalculation. =650 24$aComputer. =700 1\$aZheng, X.,$eauthor. =700 1\$aWang, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11735J.htm =LDR 02473nab a2200505 i 4500 =001 JTE11742J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11742J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11742J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP1183.F5 =082 04$a668.4/95$223 =100 1\$aHall, CW.,$eauthor. =245 10$aUse of a Proposed Test Procedure for Quantifying the Triboelectric Charging Propensity of Packaging Films /$cCW. Hall, SP. Singh, G. Burgess. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThis investigation used a proposed test procedure to quantify the triboelectric charging tendencies of conductive, dissipative and insulative packaging films in rolling contact with cylinders made of quartz, brass, and Teflon®. The intent was to simulate the potential build up of static charge on electronic products packaged in these materials during handling or transportation Charging was accomplished by rolling the cylinders down a presenbed length of incline covered with these films. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStatic charge. =650 \0$aPackaging films. =650 \0$aTriboelectric charging. =650 \0$aPlastics in packaging. =650 14$aTriboelectric charging. =650 24$aStatic charge. =650 24$aElectrostatic discharge (ESD) =650 24$aPackaging films. =700 1\$aSingh, SP.,$eauthor. =700 1\$aBurgess, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11742J.htm =LDR 03087nab a2200493 i 4500 =001 JTE11737J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11737J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11737J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aRiver, BH.,$eauthor. =245 10$aContoured Wood Double Cantilever Beam Specimen for Adhesive Joint Fracture Tests /$cBH. River, EA. Okkonen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe strain energy release rate and associated parameters are useful measures of adhesive bond quality. A properly contoured double cantilever beam specimen excels in measuring these properties. However, previous specimen designs presented experimental difficulties resulting in possible bias and poor reproducibility. A new composite specimen is described that overcomes these problems. The specimen is made of oriented strandboard (OSB) and has a concave taper; two contoured beams sandwich a wood laminate having the test bondline at its center. Unlike previous specimen designs, this new specimen allows bonding of the test joint under normal conditions and produces a linear relationship between specimen compliance and crack length. These changes improve the accuracy and reproducibility of the test results with adhesively bonded wood joints. This report describes how the new specimen was developed and how to experimentally determine the compliance and crack-length relationship used to calculate the strain energy release rate of an adhesive joint. Furthermore, the reproducibility of two sets of specimens and the use of the method to analyze differences in actual joint quality are shown and discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aAdhesive. =650 \0$aFracture toughness. =650 \0$aFracture mechanics. =650 14$aFracture toughness. =650 24$aWood. =650 24$aAdhesive. =650 24$aContoured double cantilever beam (CDCB) =700 1\$aOkkonen, EA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11737J.htm =LDR 03069nab a2200697 i 4500 =001 JTE11745J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1993\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11745J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11745J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.T46 =082 04$a721/.0449$223 =100 1\$aAkili, W.,$eauthor. =245 14$aThe Effect of Moisture on Laboratory-Prepared Asphalt Mixtures /$cW. Akili. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1993. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThis paper presents the results of a laboratory study conducted to examine the water-induced damage of compacted and loose asphalt-aggregate mixtures from Riyadh, Saudi Arabia.One asphalt cement and two typical aggregate sources (A and B) were used to prepare asphalt mixtures.Test methods used included the Marshall stability ratio, the wet-dry indirect tensile test (Lottman) and coating and stripping tests of uncompacted mixtures (ASTM D 1664, Test Method for Coating and Stripping of Bitumen-Aggregate Mixtures, and ASTM D 3625.Test Method for Effect of Water on Bituminous-Coated Aggregate-Quick Field Test) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFillers. =650 \0$aCrushed sand. =650 \0$aLottman test. =650 \0$aHydrated lime. =650 \0$aPortland cement. =650 \0$aAggregate source. =650 \0$aResilient modulus. =650 \0$aBituminous mixtures. =650 \0$aNatural (wadi) sand. =650 \0$aAggregate proportions. =650 \0$aCoating and stripping. =650 \0$aMarshall stability ratio. =650 \0$aTensile architecture. =650 14$aBituminous mixtures. =650 24$aAggregate source. =650 24$aAggregate proportions. =650 24$aCrushed sand. =650 24$aNatural (wadi) sand. =650 24$aFillers. =650 24$aPortland cement. =650 24$aHydrated lime. =650 24$aMarshall stability ratio. =650 24$aResilient modulus. =650 24$aDiametral tensile strength. =650 24$aLottman test. =650 24$aCoating and stripping. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 21, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1993$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11745J.htm =LDR 02651nab a2200637 i 4500 =001 JTE10548J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10548J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10548J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.192$223 =100 1\$aMeron, M.,$eauthor. =245 10$aNondestructive Evaluation of Strength Degradation in Glass-Reinforced Plastics as a Result of Environmental Effects /$cM. Meron, Y. Bar-Cohen, O. Ishai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aDestructive and nondestructive tests were conducted on glass-reinforced plastic specimens after degradation by immersion in hot water for various periods. Ultrasonic attenuation was found to correlate well with normalized residual strength data obtained from destructive tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTesting. =650 \0$aDegradation. =650 \0$aEnvironment. =650 \0$aUltrasonic tests. =650 \0$aResidual strength. =650 \0$aNondestructive tests. =650 \0$aUltrasonic attenuation. =650 \0$aReinforced plastics. =650 \0$aGlass-reinforced plastic laminate. =650 \0$aPolymeric composites. =650 14$aReinforced plastics. =650 24$aNondestructive tests. =650 24$aUltrasonic tests. =650 24$aEnvironment. =650 24$aUltrasonic attenuation. =650 24$aTesting. =650 24$aResidual strength. =650 24$aDegradation. =650 24$aGlass-reinforced plastic laminate. =700 1\$aBar-Cohen, Y.,$eauthor. =700 1\$aIshai, O.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10548J.htm =LDR 02811nab a2200553 i 4500 =001 JTE10550J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10550J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10550J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP359.V44 =082 04$a665.5/385$223 =100 1\$aTaylor, JW.,$eauthor. =245 10$aEvaluation of Filter/Separators and Centrifuges for Effects on Properties of Steam Turbine Lubricating Oils /$cJW. Taylor. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA study was undertaken to determine the feasibility of using filter/separators in a bypass water-removal system for steam turbine lubricating oils. Twelve steam turbine oils were investigated in reduced-scale, 0.946 litre/min (0.25 gal/min), 500-h filter/separator experiments for effectiveness of water removal, effects of oil additives on performance of the filter/separator, and detrimental effects of filter/separators on oil properties. When effects on additives in the oil were indicated, restoration of the additives by adding up to 10% new oil was tried. Parallel investigations in a laboratory model continuous centrifuge were also conducted for comparison with the results obtained in the filter/separator investigations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCentrifuges. =650 \0$aWater removal. =650 \0$aFilter/separators. =650 \0$aAdditive depletion. =650 \0$aLubricating oils. =650 \0$aFluid filters. =650 \0$aSteam turbine lubricating oil. =650 14$aFluid filters. =650 24$aLubricating oils. =650 24$aCentrifuges. =650 24$aFilter/separators. =650 24$aWater removal. =650 24$aAdditive depletion. =650 24$aSteam turbine lubricating oil. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10550J.htm =LDR 02769nab a2200577 i 4500 =001 JTE10542J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10542J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10542J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a624.1/8$223 =100 1\$aStocker, PJ.,$eauthor. =245 10$aThermal Fatigue Testing System for Structural Materials /$cPJ. Stocker, WL. Morris, WM. Robertson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aA materials testing system has been developed for isothermal and differential thermal fatigue testing of metal specimens. A closed-loop thermal cycle is provided by an induction heater and a gas-liquid cooling manifold. Mechanical control of the specimen, as a direct function of temperature, is provided by a closed-loop electrohydraulic system capable of operating in load, stroke, or strain control. A mechanical diametral extensometer was developed to work with soft materials. A unique specimen design and its related hardware make possible the investigation of materials of widely varying properties, including copper alloys and alloy steels. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aTemperature. =650 \0$aTest method. =650 \0$aThermal fatigue. =650 \0$aFracture (materials) =650 \0$aMechanical properties. =650 \0$aComposites. =650 \0$aComposite materials$xMechanical properties. =650 14$aThermal fatigue. =650 24$aMechanical properties. =650 24$aSteels. =650 24$aFracture (materials) =650 24$aTemperature. =650 24$aTest method. =700 1\$aMorris, WL.,$eauthor. =700 1\$aRobertson, WM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10542J.htm =LDR 03045nab a2200637 i 4500 =001 JTE10541J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10541J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10541J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC963.48 =082 04$a155.9/042$223 =100 1\$aFitzGerald, JH.,$eauthor. =245 10$aEmpirical Formulations for the Analysis and Prediction of Trends for Steady-State Fatigue Crack Growth Rates /$cJH. FitzGerald. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThe general characteristics of steady-state fatigue crack growth rates are discussed. An empirical formulation is described where two constants form a basic crack growth rate versus maximum stress intensity Kmax curve, which is a straight line on a log-log graph. The constants that form the base curves for various materials are correlated to Young's modulus. A third parameter that is sensitive to material alloy and environment is described and methods for obtaining this value are presented. Crack growth rate data for several stress ratios can then be projected to the basic modulus-dependent curve, where straight line scatter bands and statistical information pertaining to the overall accuracy of the formulations can be determined. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEnvironment. =650 \0$aCorrelations. =650 \0$aSteady state. =650 \0$aStress ratio. =650 \0$aYoung's modulus. =650 \0$aCrack propagation. =650 \0$aFatigue (materials) =650 \0$aFracture properties. =650 \0$aEmpirical formulations. =650 \0$aFatigue. =650 \0$aThermal-mechanical fatigue. =650 \0$aCrack growth. =650 14$aFracture properties. =650 24$aFatigue (materials) =650 24$aCrack propagation. =650 24$aEmpirical formulations. =650 24$aCorrelations. =650 24$aYoung's modulus. =650 24$aStress ratio. =650 24$aEnvironment. =650 24$aSteady state. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10541J.htm =LDR 03059nab a2200625 i 4500 =001 JTE10549J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10549J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10549J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR857.M3 =082 04$a610.28$223 =100 1\$aWade, CWR,$eauthor. =245 10$aStandards for In-Vitro and In-Vivo Comparison and Qualification of Bioabsorbable Polymers /$cCWR Wade, AF. Hegyeli, RK. Kulkarni. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aThe bioabsorbable polymers poly(DL-lactic acid), poly-(isobutyl 2-cyanoacrylate), and poly(methyl 2-cyanoacrylate) have been evaluated comparatively in organ and cell cultures in vitro and in rat muscle tissues in vivo. Effects of the polymers on cell ultra-structure in organ cultures, on cell surface characteristics, and cell population doubling times in cell cultures have been correlated with hemorrhage, fibrosis, and necrosis. This correlation has been used to establish three cytotoxicity points (highly, moderately, and minimally toxic) for characterization or prediction of the in vivo behavior of absorbable polymers. As a result of these findings, and because these polymers are readily available, easily characterized, and have long shelf lives, they can be used as reference standards for testing and qualification of bioabsorbable materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIn vivo. =650 \0$aTesting. =650 \0$aIn vitro. =650 \0$aPolymers. =650 \0$aStandards. =650 \0$aBiochemistry. =650 \0$aBiocompatibility. =650 \0$aPolymeric. =650 \0$aAbsorbable polymers. =650 \0$aBioabsorbable Polymers. =650 14$aBiochemistry. =650 24$aStandards. =650 24$aPolymers. =650 24$aIn vitro. =650 24$aIn vivo. =650 24$aBiocompatibility. =650 24$aAbsorbable polymers. =650 24$aTesting. =700 1\$aHegyeli, AF.,$eauthor. =700 1\$aKulkarni, RK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10549J.htm =LDR 02249nab a2200481 i 4500 =001 JTE10545J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10545J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10545J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK2798 =082 04$a621.31373$223 =100 1\$aRayl, M.,$eauthor. =245 10$aArc Tracking in Organic Insulating Materials and the Comparative Tracking Index /$cM. Rayl, DC. McCarthy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aOne possible source of electrical failure in electronic equipment is arc tracking in organic insulating materials. Various tests have been devised to rank materials according to this property. The results of experiments evaluating the International Electrotechnical Commission test for comparative tracking index and the effects of varying certain test conditions on the resulting index are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInsulation. =650 \0$aElectric arcs. =650 \0$aElectric current rectifiers. =650 \0$aElectric equipment. =650 14$aElectric arcs. =650 24$aInsulation. =650 24$aElectric equipment. =700 1\$aMcCarthy, DC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10545J.htm =LDR 03166nab a2200577 i 4500 =001 JTE10543J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10543J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10543J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTG360 =082 04$a624/.1821$223 =100 1\$aTu, LKL,$eauthor. =245 10$aNondestructive/Destructive Test Correlations and Fracture Mechanics Analysis /$cLKL Tu, BB. Seth. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aIn view of the recent developments in finite element stress analysis and materials processing and testing, the reliability of fracture mechanics analysis on service life prediction is critically dependent on the estimation of the flaws by nondestructive test (NDT) methods. This paper discusses the correlation between NDT indications and actual sizes of natural flaws determined by destructively examining flaws and shows the importance of this uncertainty on component life predictions. A section of a low-alloy steel forging was ultrasonically inspected, saw-cut into cubes containing flaws, and examined by C-scan and X-ray. Successive metallographic polishing was performed to reconstruct the shape, size, and location of the flaws. The flaws were identified by using electron microprobe energy spectrum analysis. The flaw sizes predicted by ultrasonic inspection were underestimated by up to 6.6 times the actual flaw area. It was demonstrated that underestimation of the sizes of natural flaws by NDT should be properly corrected to make realistic cyclic life predictions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlaws. =650 \0$aLow alloy steel. =650 \0$aUltrasonic tests. =650 \0$aDestructive tests. =650 \0$aFracture properties. =650 \0$aNondestructive tests. =650 \0$aWeldments. =650 \0$aAlloy steel. =650 \0$aSteel$xWelding. =650 14$aNondestructive tests. =650 24$aUltrasonic tests. =650 24$aFracture properties. =650 24$aDestructive tests. =650 24$aLow alloy steel. =650 24$aFlaws. =700 1\$aSeth, BB.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10543J.htm =LDR 04015nab a2200973 i 4500 =001 JTE10544J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10544J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10544J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710 =082 04$a624.15136$223 =100 1\$aLoveless, HS.,$eauthor. =245 12$aA Comparison of Methods for Determining the Shear Properties of Glass/Resin Unidirectional Composites /$cHS. Loveless, JH. Ellis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThis paper describes and compares three methods of test for determining the interfacial adhesive strength of the glass/resin bond in reinforced plastic (RP) unidirectional composites. Measurement of the shear properties of these materials is of fundamental importance to the fiberglass manufacturer developing optimum sizing systems for the surface treatment of glass fibers used as plastics reinforcements. A new test, developed explicitly for the shear strength determination of pultruded cylindrical composites, is described and data obtained thereby are compared with similar results obtained by torsional and short-beam methods. Unlike this new notched-rod test, both the latter tests may occasionally give tensile rather than shear failures, thus rendering their usefulness questionable, since the shear strength of the composite has not been measured under such circumstances. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShear. =650 \0$aVoids. =650 \0$aTorsion. =650 \0$aAdhesion. =650 \0$aInterface. =650 \0$aFiberglass. =650 \0$aNeat resin. =650 \0$aShort beam. =650 \0$aCompression. =650 \0$aResin matrix. =650 \0$aShear modulus. =650 \0$aIn-plane shear. =650 \0$aReinforcements. =650 \0$aUnidirectional. =650 \0$aFilament winding. =650 \0$aInterfacial bond. =650 \0$aTensile strength. =650 \0$aFlexural strength. =650 \0$aPultrusion process. =650 \0$aTensile properties. =650 \0$aComposite materials. =650 \0$aFractures (materials) =650 \0$aShear strength. =650 \0$aShear stiffness. =650 \0$aShear strength of soils. =650 14$aFractures (materials) =650 24$aComposite materials. =650 24$aShear strength. =650 24$aUnidirectional. =650 24$aPultrusion process. =650 24$aResin matrix. =650 24$aShear modulus. =650 24$aTensile strength. =650 24$aNeat resin. =650 24$aTorsion. =650 24$aIn-plane shear. =650 24$aCompression. =650 24$aInterface. =650 24$aInterfacial bond. =650 24$aVoids. =650 24$aReinforcements. =650 24$aAdhesion. =650 24$aTensile properties. =650 24$aShear. =650 24$aFilament winding. =650 24$aShort beam. =650 24$aFlexural strength. =650 24$aFiberglass. =700 1\$aEllis, JH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10544J.htm =LDR 02693nab a2200685 i 4500 =001 JTE10547J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10547J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10547J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a624.1/8$223 =100 1\$aO'Brien, TK.,$eauthor. =245 10$aFatigue Damage :$bStiffness/Strength Comparisons for Composite Materials /$cTK. O'Brien, KL. Reifsnider. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aBoron/epoxy laminates in a [0-deg/ + 45-deg/ - 45-deg/ 0-deg/0-deg/ + 45 -deg/ - 45-deg/0-deg] layup were tested statically for initial strength and fracture strain and were tested in strain-controlled fatigue loading at 30 Hz, with a strain-amplitude ratio of one tenth for five different testing sequences. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamage. =650 \0$aLeaching. =650 \0$aStrength. =650 \0$aDebonding. =650 \0$aStiffness. =650 \0$aBoron epoxy. =650 \0$aFiber breakage. =650 \0$aReduced stiffness. =650 \0$aComposite materials. =650 \0$aFatigue (materials) =650 \0$aMechanical properties. =650 \0$aComposites. =650 \0$aComposite materials$xMechanical properties. =650 14$aFatigue (materials) =650 24$aComposite materials. =650 24$aMechanical properties. =650 24$aStiffness. =650 24$aStrength. =650 24$aDamage. =650 24$aLeaching. =650 24$aReduced stiffness. =650 24$aBoron epoxy. =650 24$aDebonding. =650 24$aFiber breakage. =700 1\$aReifsnider, KL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10547J.htm =LDR 03287nab a2200649 i 4500 =001 JTE10551J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10551J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10551J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE211 =082 04$a624.151$223 =100 1\$aEdil, TB.,$eauthor. =245 10$aPreparation of Isotropically Consolidated Clay Samples with Random Fabrics /$cTB. Edil, RJ. Krizek. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThis paper describes equipment and procedures that can be employed to prepare clay samples with a highly random fabric and a known stress history. By appropriate choice of the clay mineral and proper control of pore fluid chemistry, high water content slurries can be consolidated isotropically to produce large size, relatively homogeneous samples for laboratory use in the study of fabric effects on clay behavior. The fabric of the resulting samples has been identified by the complementary use of scanning electron microscopy, optical microscopy, and X-ray diffractometry, and the isotropy in the mechanical response of specimens trimmed from the sample in perpendicular directions has been determined by consolidation tests, permeability tests, and consolidated-undrained triaxial compression tests. Comparisons in all cases have been made with analogous characteristics of specimens trimmed from anisotropically consolidated samples with a highly oriented fabric, and results have indicated that fabric effects can be significant in some cases. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aClays. =650 \0$aFabric. =650 \0$aIsotropy. =650 \0$aOrientation. =650 \0$aPermeability. =650 \0$aShear strength. =650 \0$aCompressibility. =650 \0$aSample preparation. =650 \0$aSlurry consolidation. =650 \0$aClay. =650 \0$aExpansive clays. =650 \0$aClay in aggregates. =650 14$aClays. =650 24$aIsotropy. =650 24$aOrientation. =650 24$aFabric. =650 24$aSlurry consolidation. =650 24$aSample preparation. =650 24$aPermeability. =650 24$aCompressibility. =650 24$aShear strength. =700 1\$aKrizek, RJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10551J.htm =LDR 02227nab a2200517 i 4500 =001 JTE10546J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10546J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10546J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRK655 =082 04$a617.695$223 =100 1\$aLavan, MJ.,$eauthor. =245 10$aApplication of an Optical Heterodyne Interferometer to the Inspection of Surfaces /$cMJ. Lavan, GE. Van Damme, WK. Cadwallender, TF. DeYoung. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThe application of a high accuracy, wide bandwidth optical heterodyne interferometer to the inspection of surfaces is described and sample data are given. The data format should make the system particularly suitable for automatic inspection systems. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInspection. =650 \0$aInterferometers. =650 \0$aSurface properties. =650 \0$aCeramics. =650 \0$aCleaning. =650 14$aInterferometers. =650 24$aSurface properties. =650 24$aInspection. =700 1\$aVan Damme, GE.,$eauthor. =700 1\$aCadwallender, WK.,$eauthor. =700 1\$aDeYoung, TF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10546J.htm =LDR 02959nab a2200601 i 4500 =001 JTE10281J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10281J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10281J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS227 =082 04$a671.5/2$223 =100 1\$aBibby, MJ.,$eauthor. =245 10$aPredicting Heat-Affected Zone Hardness by the Weld Test Method /$cMJ. Bibby, L-M Chong, JA. Goldak. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThe "weld test method" of predicting heat-affected zone (HAZ) hardness first suggested by Stout el al is further developed in this investigation. The contemporary heat flow analysis of Adams and Jhaveri et al, and conclusions from the recent particularly relevant hardness-heat flow investigation of Graville are incorporated into the model. A "welding hardness diagram" is suggested to represent the test data and to simplify the task of predicting HAZ hardness. Experimental hardness results are compared to predicted values for a relatively wide range of carbon-manganese and low alloy structural steels in support of the welding hardness diagram approach. The relative merits of this procedure compared to the recent mathematical methods suggested by Bastien et al and by Arata et al for predicting HAZ hardness are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHeat flow. =650 \0$aCooling rate. =650 \0$aCooling time. =650 \0$aWeld test method. =650 \0$aStructural steels. =650 \0$aHeat affected zone. =650 \0$aWelding. =650 \0$aHardness. =650 14$aHardness. =650 24$aWelding. =650 24$aHeat affected zone. =650 24$aWeld test method. =650 24$aHeat flow. =650 24$aCooling rate. =650 24$aCooling time. =650 24$aStructural steels. =700 1\$aChong, L-M,$eauthor. =700 1\$aGoldak, JA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10281J.htm =LDR 03887nab a2200889 i 4500 =001 JTE10276J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10276J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10276J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aNawy, EG.,$eauthor. =245 10$aShear Transfer in Concrete and Polymer Modified Concrete Members Subjected to Shearing Loads /$cEG. Nawy, MM. Ukadike. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aExperiments were conducted to evaluate the shear transfer capacity of polymer modified concrete (PMC). The experimental program was designed to verify the general theory of shear transfer mechanism for concrete and to evaluate the necessary constants of the theoretical expressions. The general theory presented covers structural members with (1) no shear reinforcement, (2) moderate shear reinforcement, and (3) high shear reinforcement. Four groups of specimens were tested. Group A specimens were used to investigate the relation between intrinsic bond shear transfer capacity and the strength of the composite materials (PMC and concrete). No transverse steel was used in these specimens. Group B specimens contained various amounts of shear reinforcement at the shear interface. Group C specimens were cast monolithically using ordinary concrete to serve as control specimens. Group D were control specimens made up of cast-in-place concrete over precast concrete. They were designed to evaluate the "apparent cohesion" of such elements, for the purpose of comparison with Group A specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack. =650 \0$aPrism. =650 \0$aShear. =650 \0$aYield. =650 \0$aStress. =650 \0$aBonding. =650 \0$aCorbels. =650 \0$aPolymer. =650 \0$aCohesion. =650 \0$aCylinder. =650 \0$aFriction. =650 \0$aConcretes. =650 \0$aResistance. =650 \0$aDowel action. =650 \0$aShear capacity. =650 \0$aShear transfer. =650 \0$aShear reinforcement. =650 \0$aTransverse reinforcement. =650 \0$aComposite materials. =650 14$aBonding. =650 24$aCohesion. =650 24$aConcretes. =650 24$aComposite materials. =650 24$aCorbels. =650 24$aCrack. =650 24$aCylinder. =650 24$aDowel action. =650 24$aFriction. =650 24$aLoad. =650 24$aPolymer. =650 24$aPolymer modified concrete (PMC) =650 24$aPrism. =650 24$aResistance. =650 24$aShear. =650 24$aShear capacity. =650 24$aShear reinforcement. =650 24$aShear transfer. =650 24$aSlip. =650 24$aStress. =650 24$aTransverse reinforcement. =650 24$aYield. =700 1\$aUkadike, MM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10276J.htm =LDR 02874nab a2200601 i 4500 =001 JTE10278J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10278J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10278J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHN29 =082 04$a301/.0723$223 =100 1\$aEllis, JJ.,$eauthor. =245 10$aMechanical Sampling with Stopped-Belt Accuracy /$cJJ. Ellis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$a"Stopped-belt" samples are considered to be the standard of accuracy for mechanical sampling systems. Theoretically, stopped-belt samples do not disturb the stream of material in a manner deterimental to the obtaining of a true cross section of material from a stream of material. This paper explores the factors that create bias as a result of disturbing the stream flow. It outlines tests that can be performed on the material to be sampled and provides guidelines for the designing and operating of sampling systems that will enable them to obtain samples in a manner comparable to stopped-belt cuts. It is desirable to have sampling systems that are free of bias, provide samples that have a high degree of accuracy, and that are economical to own and operate. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAccuracy. =650 \0$aSampling. =650 \0$aFull density. =650 \0$aVector angle. =650 \0$aMechanical tests. =650 \0$aStopped-belt cut. =650 \0$aFriction angle line. =650 \0$aTip of cutter blades. =650 \0$aSampling (Statistics) =650 \0$aSampling Studies. =650 14$aSampling. =650 24$aMechanical tests. =650 24$aAccuracy. =650 24$aTip of cutter blades. =650 24$aVector angle. =650 24$aFull density. =650 24$aStopped-belt cut. =650 24$aFriction angle line. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10278J.htm =LDR 02341nab a2200529 i 4500 =001 JTE10285J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10285J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10285J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS280 =082 04$a621.8/672$223 =100 1\$aFindley, WN.,$eauthor. =245 10$aHigh Pressure Fatigue Testing with Results for Tubing and Fittings /$cWN. Findley, RM. Reed. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aMeans are described for raising by a factor of about three the allowable cyclic pressure provided by a high pressure fatigue machine for fatigue testing of thick-walled tubes. Fatigue test results are given for 7.9- and 6.4-mm high pressure tubing of 316 (Unified Numbering System [UNS] S31600) stainless steel, crosses, tees, and seals. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue (materials) =650 \0$aHigh pressure tests. =650 \0$aTubular goods. =650 \0$aTubes. =650 \0$aShells (Engineering) =650 14$aFatigue (materials) =650 24$aTubes. =650 24$aHigh pressure tests. =650 24$aFatigue of high pressure tubing. =650 24$aFatigue of high pressure crosses. =650 24$aLife of high pressure seals. =700 1\$aReed, RM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10285J.htm =LDR 02889nab a2200517 i 4500 =001 JTE10284J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10284J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10284J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.8028$223 =100 1\$aHewitt, RL.,$eauthor. =245 10$aAccuracy and Precision of Crack Length Measurements Using a Compliance Technique /$cRL. Hewitt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aA compliance crack measurement technique has been implemented in a computer-controlled fatigue crack growth rate test written to conform to the ASTM Test for Constant-Load-Amplitude Fatigue Crack Growth Rates Above 10-8 m/cycle (E 647). The use of a "correction" factor in the compliance expression is discussed and relevant details of the computer implementation are provided. Possible sources of error in the technique have been investigated and the relative precision and absolute accuracy determined using 12.6-mm-thick compact tension specimens of 2024 T351 (Unified Numbering System [UNS] A92024) aluminum having widths of 51 mm. The relative precision of individual measurements using standard fixtures was found to be about 0.05 mm, but this can be reduced to as little as 0.01 mm by averaging over 20 measurements. For most crack lengths, the calculated lengths were within 0.25 mm of the average physical crack lengths measured from profiles on fractured specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMeasurement. =650 \0$aCrack length. =650 \0$aCrack propagation. =650 \0$aFatigue (materials) =650 \0$aCracking. =650 \0$aFracture tests. =650 14$aFatigue (materials) =650 24$aCrack propagation. =650 24$aMeasurement. =650 24$aCrack length. =650 24$a2024 aluminum. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10284J.htm =LDR 02647nab a2200577 i 4500 =001 JTE10280J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10280J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10280J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ843 =082 04$a621.260294$223 =100 1\$aJohnston, PR.,$eauthor. =245 14$aThe Most Probable Pore-Size Distribution in Fluid Filter Media II. Determining the Size of the Average Pore from Fluid Permeability Measurements /$cPR. Johnston. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThis theoretical distribution, addressing those filter media with a random arrangement of pores, was given credence in Part I of this paper via results of extended bubble-point measurements. Here the distribution is given credence through showing that theoretical calculations of laminar flow permeability correspond to actual measurements. And, the meaning of the average size pore-deduced from permeability measurements-is explained in relation to the pore-size distribution. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPorosity. =650 \0$aLaminar flow. =650 \0$aPermeability. =650 \0$aFluid filters. =650 \0$aAverage size pore. =650 \0$aTortuosity factor. =650 \0$aPore-size distribution. =650 \0$aFilters and filtration. =650 \0$aHydraulic machinery. =650 14$aFluid filters. =650 24$aPorosity. =650 24$aLaminar flow. =650 24$aPore-size distribution. =650 24$aAverage size pore. =650 24$aPermeability. =650 24$aTortuosity factor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10280J.htm =LDR 03495nab a2200529 i 4500 =001 JTE10282J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10282J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10282J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC136 =082 04$a531/.32$223 =100 1\$aZhou, Y.,$eauthor. =245 10$aVibratory Cavitation Tests at 200-kPa (2-Bar) Suppression Pressure /$cY. Zhou, FG. Hammitt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aCavitation erosion of 1100-0 and 2024-T-4 aluminum, 1018 carbon steel, 316 stainless steel, and 3% carbon cast iron was measured in tap water by vibratory horn at 200-kPa (2-bar) suppression pressure, at various temperatures and amplitudes. Erosion rate (MDPR) and incubation period (IP) were computed according both to total specimen area and to actual area eroded. Maximum damage depth penetration rate DmPR was also measured. Actual eroded area and maximum damage depth penetration rate are also presented. These are of substantial practical interest, since maximum damage depth Dm is often the best criterion to indicate failure. Incubation period IP is also considered to have more precise meaning if calculated according to actual eroded area. Temperature effects upon MDPR are reported. According to the test data at 200-kPa (2-bar) psv (where psv = p - pv, where p = static pressure and pv = vapor pressure) as well as the previous data at 100-kPa (1-bar) psv and some pertinent literature, MDPRmax occurs in the range 60 to 70°C (140 to 160°F). A new nondimensional damage depth parameter C = Dm/MDP, where MDP is the mean depth of penetration, has been defined. C versus horn amplitude is found to be an approximately exponential function for the ferrous alloys, but insufficient data is yet available to define similar trends for the aluminums. Scanning electron microscope photomicrographs of eroded surfaces of five materials tested show the pitted honeycombed surfaces, somewhat different for the different materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAmplitude. =650 \0$aFrequencies. =650 \0$aVibration tests. =650 \0$aTemperature effects. =650 \0$aVibration. =650 \0$aVibration control. =650 14$aVibration tests. =650 24$aFrequencies. =650 24$aAmplitude. =650 24$aVibratory cavitation erosion test. =650 24$aTemperature effects. =700 1\$aHammitt, FG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10282J.htm =LDR 03196nab a2200625 i 4500 =001 JTE10283J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10283J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10283J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aZ5853.M4 =082 04$a16.620112$223 =100 1\$aKurita, M.,$eauthor. =245 10$aConfidence Limits of Stress Values Measured by X-Ray Diffraction /$cM. Kurita. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe confidence limits of stress values measured by X-ray diffraction are usually determined from the equation of the t distribution for the linear regression analysis. Experimentation has shown that not all of the four assumptions on which the equation is based hold for X-ray stress measurement. X-ray residual stress measurement on a quenched structural steel was repeated 65 times. A slight failure of the assumption of linearity of the sin2? diagram gives confidence limits of the stress determined from the equation 1.5 to 6 times larger than the actual values depending on the preset times used. However, the confidence limits of the stress determined from the equation derived analytically from X-ray counting statistics agree very closely with the actual values. The standard error of the confidence limits determined from this equation is much smaller than that determined from the equation of the t distribution by a factor of 1/15 to 1/67. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aReproducibility. =650 \0$aResidual stress. =650 \0$aConfidence limits. =650 \0$aStructural steels. =650 \0$aX ray diffraction. =650 \0$aRegression analysis. =650 \0$aStatistical analysis. =650 \0$aX ray stress analysis. =650 \0$aX-rays$xBibliography. =650 \0$aStrains and stresses. =650 \0$aX-rays. =650 14$aX ray stress analysis. =650 24$aResidual stress. =650 24$aStructural steels. =650 24$aStatistical analysis. =650 24$aRegression analysis. =650 24$aT test. =650 24$aConfidence limits. =650 24$aReproducibility. =650 24$aX ray diffraction. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10283J.htm =LDR 03167nab a2200637 i 4500 =001 JTE10277J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10277J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10277J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC191 =082 04$a531.38$223 =100 1\$aMamlouk, MS.,$eauthor. =245 10$aExperimental Analysis and Numerical Simulation of Marshall Method of Asphalt Concrete Mix Design /$cMS. Mamlouk, GD. Manolis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThe results of a numerical simulation of the Marshall testing procedure used in asphalt concrete mix design are reported in this work. The numerical simulation uses the finite element method to model both the asphalt concrete specimen as well as the surrounding testing heads. Linear elastic material behavior and plane stress conditions are assumed to hold in the finite element analysis of the Marshall testing procedure. The elastic modulus required for this analysis is obtained from a separate unconfined compression test on long cylidrical specimens made of the same asphalt concrete mixture as that used in the Marshall test. Although the assumption of linear elastic material behavior is restrictive, a qualitative picture of the displacements and stresses developed in the specimen during the Marshall test emerges from this work. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aPrediction. =650 \0$aDisplacements. =650 \0$aMarshall test. =650 \0$aNumerical analysis. =650 \0$aBituminous concrete. =650 \0$aModulus of elasticity. =650 \0$aFinite element analysis. =650 \0$aElastic properties. =650 \0$aStrains and stresses. =650 \0$aMathematical physics. =650 14$aBituminous concrete. =650 24$aModulus of elasticity. =650 24$aNumerical analysis. =650 24$aMarshall test. =650 24$aFinite element analysis. =650 24$aUnconfined compression test. =650 24$aStresses. =650 24$aDisplacements. =650 24$aPrediction. =700 1\$aManolis, GD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10277J.htm =LDR 02546nab a2200577 i 4500 =001 JTE10279J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1983\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10279J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10279J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ843 =082 04$a621.260294$223 =100 1\$aJohnston, PR.,$eauthor. =245 14$aThe Most Probable Pore-Size Distribution in Fluid Filter Media I. Evidence of Such a Distribution from Results of Extended Bubble-Point Measurements /$cPR. Johnston. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1983. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThis theoretical distribution addresses those filter media with a random arrangement of pores. It is based upon the concept of a smallest pore, the size of which is a function of the size of the building blocks making up the filter medium. The distribution is solely a function of the porosity (the ratio: void volume/bulk volume). The greater the porosity the wider the distribution of pore sizes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBubbles. =650 \0$aPorosity. =650 \0$aLaminar flow. =650 \0$aFluid filters. =650 \0$aBoiling points. =650 \0$aTurbulent flow. =650 \0$aPore-size distribution. =650 \0$aFilters and filtration. =650 \0$aHydraulic machinery. =650 14$aFluid filters. =650 24$aPorosity. =650 24$aBoiling points. =650 24$aBubbles. =650 24$aPore-size distribution. =650 24$aLaminar flow. =650 24$aTurbulent flow. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 11, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1983$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10279J.htm =LDR 02407nab a2200517 i 4500 =001 JTE10268J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10268J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10268J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD131 =082 04$a545$223 =100 1\$aKane, RH.,$eauthor. =245 10$aGas Analysis Techniques for High Temperature Corrosion Testing /$cRH. Kane, PD. Goodell. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThis paper describes the application of instrumental methods of gas analysis for the on-line characterization and control of corrosive high temperature environments. By way of example, experimental techniques for the treatment of combustion products and pyrolysis and reformer environments are presented. Methods for broadening the usefulness of gas chromatography and other instrumental measurements, along with practical gas handling techniques, are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCombustion gases. =650 \0$aChemical analysis. =650 \0$aMass spectroscopy. =650 \0$aGas chromatography. =650 \0$aChemistry, Analytic. =650 \0$aChemistry, Technical. =650 14$aGas chromatography. =650 24$aMass spectroscopy. =650 24$aChemical analysis. =650 24$aCombustion gases. =700 1\$aGoodell, PD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10268J.htm =LDR 02419nab a2200481 i 4500 =001 JTE10264J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10264J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10264J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA275 =082 04$a519.8$223 =100 1\$aPapirno, R.,$eauthor. =245 10$aGoodness-of-Fit of the Ramberg-Osgood Analytic Stress-Strain Curve to Tensile Test Data /$cR. Papirno. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aOne form of the Ramberg-Osgood analytic approximation of the stress-strain curve, which uses the 0.2% offset yield stress as one of the three parameters, has recently been approved for inclusion in Military Standardization Handbook-5. Using the root-mean-square error as a criterion, the fit of this formulation to data from 2357 tension tests of various materials was found to be excellent. In 90% of the tests, the root-mean-square error in stress was less than 1% of the yield stress and in half the tests the error was less than 0.4% of the yield stress. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTension tests. =650 \0$aStress strain diagrams. =650 \0$aCurve fitting. =650 \0$aError analysis (Mathematics) =650 14$aStress strain diagrams. =650 24$aCurve fitting. =650 24$aTension tests. =650 24$aStatistical distributions. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10264J.htm =LDR 02664nab a2200601 i 4500 =001 JTE10267J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10267J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10267J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP326.U6 =082 04$a333.8/215/0973$223 =100 1\$aMcCabe, DE.,$eauthor. =245 10$aFracture Testing in High Temperature and Pressure Hydrogen Environments /$cDE. McCabe, JD. Landes, FX. Gradich. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aFracture mechanics tests were conducted on a 2¼Cr-1Mo steel in an environment containing 6% hydrogen sulfide and 94% hydrogen at temperatures up to 727 K (850°F) and pressures to 24.1 MPa (3500 psi). A test chamber and accompanying system were designed to test under monotonically rising, sustained, and cyclic loads. This paper contains a description of the design and operation of the system developed to conduct these tests, along with a brief discussion of testing experience and types of results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHydrogen. =650 \0$aHigh pressure. =650 \0$aFracture tests. =650 \0$aCoal conversion. =650 \0$aInstrumentation. =650 \0$aHigh temperature. =650 \0$aFracture mechanics. =650 \0$aCoal. =650 14$aCoal. =650 24$aFracture tests. =650 24$aHydrogen. =650 24$aCoal conversion. =650 24$aHigh temperature. =650 24$aHigh pressure. =650 24$aInstrumentation. =650 24$aFracture mechanics. =700 1\$aLandes, JD.,$eauthor. =700 1\$aGradich, FX.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10267J.htm =LDR 02574nab a2200553 i 4500 =001 JTE10265J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10265J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10265J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK5105.5 =082 04$a4.6$223 =100 1\$aCorreia, MT.,$eauthor. =245 10$aExperimental Determination of Lüders Band Parameters from Load-Elongation Data /$cMT. Correia, MA. Fortes. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aMethods for measuring the various parameters of a Lüders band (particularly the width and average strain rate) are developed that use exclusively the load-crosshead displacement curves in tension. Experimental values obtained with these methods agree very well with those determined using extensometers. This allows the identification, in the tensile curve, of the points corresponding to the main events in Lüders band deformation leading to the Type A Portevin-Le Chatelier effect. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBandwidth. =650 \0$aExtensometers. =650 \0$aTension tests. =650 \0$aBand parameters. =650 \0$aStress-strain diagrams. =650 \0$aHigh performance computing. =650 \0$aComputer networks$xDesign and construction. =650 14$aStress-strain diagrams. =650 24$aTension tests. =650 24$aExtensometers. =650 24$aPortevin-Le Chatelier effect. =650 24$aBand parameters. =650 24$aBandwidth. =700 1\$aFortes, MA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10265J.htm =LDR 02913nab a2200589 i 4500 =001 JTE10269J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10269J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10269J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.N6 =082 04$a620.1/88$223 =100 1\$aAprigliano, LF.,$eauthor. =245 10$aLow Temperature (650 to 700°C) Burner Rig Testing /$cLF. Aprigliano. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aA low temperature (677°C [1250°F]) 500-h burner rig test using a fuel with 2% by weight of sulfur was made of IN939, a standard cobalt, chromium, aluminum, yttrium (CoCrAlY) coating, and a nickel, chromium, aluminum, yttrium (NiCrAlY) coating. Both the IN939 and the CoCrAlY coating were found to hot-corrode readily. The CoCrAlY coating hot-corroded by a Type 2 mechanism (low-melting point mixed sulfate), while the IN939 showed evidence of both Type 1 (sulfidation) and Type 2 hot corrosion. The NiCrAlY coating was relatively unattacked. A change in the mode of attack was noted in the CoCrAlY coating when the rig temperature dropped to 650°C (1200°F) for 24 h. The corrosion mode may have changed from one in which solid cobaltous oxide is the stable phase at the gas/scale interface to one in which solid cobalt sulfate is the stable phase. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCorrosion. =650 \0$aBurner rig. =650 \0$aHot corrosion. =650 \0$aSulfur oxides. =650 \0$aMetal coatings. =650 \0$aCobalt coatings. =650 \0$aNickel coatings. =650 \0$aNickel. =650 \0$aNickel alloys. =650 14$aCorrosion. =650 24$aSulfur oxides. =650 24$aCobalt coatings. =650 24$aBurner rig. =650 24$aHot corrosion. =650 24$aNickel coatings. =650 24$aNickel alloys. =650 24$aMetal coatings. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10269J.htm =LDR 02968nab a2200577 i 4500 =001 JTE10270J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10270J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10270J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ778 =082 04$a621.43/3$223 =100 1\$aWenglarz, RA.,$eauthor. =245 10$aErosion Response of a Turbine Alloy and Its Oxide Scale /$cRA. Wenglarz, W. Tabakoff. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aErosion response versus angle of particle incidence has been determined for U710 turbine alloy (Unifited Numbering System [UNS] C71000) and a spinel oxide scale developed over 9200 h on the U710 alloy first stage rotor of a large utility turbine operating with natural gas. The approximately 10:1 pressure ratio and 871°C (1600°F) baseload inlet temperature for this machine are suitable for operation with future coal-fired pressurized fluid bed combustor (PFBC) power plants. Erosion test conditions were representative of the environment in the first rotor of the large utility turbine expanding PFB combustion gases after three stages of cyclone cleaning. The test gas velocities of about 457 m/s (1500 ft/s) and test specimen surface temperature of 766°C (1410°F) approached the maximum values in the first rotor and the particles used for the erosion tests were third cyclone fines collected at a PFBC pilot plant. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aErosion. =650 \0$aParticles. =650 \0$aGas turbines. =650 \0$aOxide scales. =650 \0$aOxidation-erosion. =650 \0$aHeat resistant alloys. =650 \0$aGas-turbines. =650 \0$aCoals. =650 14$aErosion. =650 24$aHeat resistant alloys. =650 24$aCoals. =650 24$aOxide scales. =650 24$aOxidation-erosion. =650 24$aParticles. =650 24$aGas turbines. =700 1\$aTabakoff, W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10270J.htm =LDR 03225nab a2200529 i 4500 =001 JTE10266J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10266J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10266J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLD5655.V853 =082 04$a595.7009755$223 =100 1\$aBarrett, CA.,$eauthor. =245 10$aHigh Temperature Cyclic Oxidation Furnace Testing at NASA Lewis Research Center /$cCA. Barrett, CE. Lowell. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aA standardized method of testing the cyclic oxidation resistance of various alloys in static air up to 1200°C has been developed and routinely used at the National Aeronautics and Space Administration (NASA) Lewis Research Center. Test specimens are automatically raised and lowered into a resistance wound furnace for a series of fixed-interval heating and cooling cycles. Spall catchers collect the accumulated spall from each specimen. The specimens are weighed intermittently to generate specific weight change with time data. At various test times the specimens and the accumulated spall are analyzed by X-ray diffraction. A computer program is used to print out the specific weight change versus time data and the X-ray data in tabular form and to plot the specific weight change versus time data in a publishable format. The data are also organized and indexed. So far several hundred iron-, nickel-, and cobalt-base alloys have been tested using this basic procedure and will form the basis of a series of cyclic oxidation handbooks to be published by NASA. Such specific weight change/time data have been used to estimate the oxidative metal consumption by several computer modeling techniques both to rank alloys and to estimate life. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSpalling. =650 \0$aScale removal. =650 \0$aOxidation tests. =650 \0$aCyclic oxidation. =650 \0$aLubricating oils. =650 \0$aOxidation. =650 14$aOxidation tests. =650 24$aScale removal. =650 24$aSpalling. =650 24$aCyclic oxidation. =650 24$aOxidation computer modeling. =700 1\$aLowell, CE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10266J.htm =LDR 02456nab a2200541 i 4500 =001 JTE10263J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10263J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10263J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA775 =082 04$a624/.151$223 =100 1\$aGudas, JP.,$eauthor. =245 10$aEvaluation of the Tentative JI-R Curve Testing Procedure by Round Robin Tests of HY130 Steel /$cJP. Gudas, DA. Davis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aA round robin test program of the tentative test procedure for the determination of the plane strain J-integral crack growth resistance curve was conducted under the auspices of ASTM Committee Section E24.08.03. This test program used HY130 steel and involved 19 participating laboratories in seven countries. Tests were carried out with both 25.4 mm (1-in.) thick compact specimens and three-point bend bar specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aR curve. =650 \0$aJ integral. =650 \0$aElastic analysis. =650 \0$aFracture properties. =650 \0$aElastic-compliance method. =650 \0$aSoil mechanics. =650 \0$aElastic analysis (Engineering) =650 14$aJ integral. =650 24$aFracture properties. =650 24$aElastic analysis. =650 24$aR curve. =650 24$aElastic-compliance method. =700 1\$aDavis, DA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10263J.htm =LDR 03098nab a2200625 i 4500 =001 JTE10262J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10262J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10262J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/126$223 =100 1\$aAlbrecht, P.,$eauthor. =245 10$aTentative Test Procedure For Determining the Plane Strain JI-R Curve /$cP. Albrecht, WR. Andrews, JP. Gudas, JA. Joyce, FJ. Loss, DE. McCabe, DW. Schmidt, WA. VanDerSluys. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aA tentative test procedure for the determination of the plane strain-crack growth resistance JI-R curve for metallic materials is presented. This procedure was prepared by a Working Group of ASTM Committee E24.08.03. It was evaluated with a round robin test program on HY130 steel, conducted in 1980 to 1981. The results of the testing program were reported in a companion paper, and the experiences were incorporated in this procedure. The procedure is written for the elastic compliance method of developing the plane strain JI-R curve. Recommended specimens are the pin-loaded compact and the three-point bend specimens. Details regarding apparatus, specimen preparation, test system calibration, testing, calculation of J and crack extension, and data qualification are specified. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMetals. =650 \0$aR curve. =650 \0$aJ integral. =650 \0$aTest procedure. =650 \0$aCrack extension. =650 \0$aFracture mechanics$xCongresses. =650 \0$aCrack propagation. =650 14$aJ integral. =650 24$aCrack propagation. =650 24$aMetals. =650 24$aTest procedure. =650 24$aCrack extension. =650 24$aR curve. =700 1\$aAndrews, WR.,$eauthor. =700 1\$aGudas, JP.,$eauthor. =700 1\$aJoyce, JA.,$eauthor. =700 1\$aLoss, FJ.,$eauthor. =700 1\$aMcCabe, DE.,$eauthor. =700 1\$aSchmidt, DW.,$eauthor. =700 1\$aVanDerSluys, WA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10262J.htm =LDR 03101nab a2200613 i 4500 =001 JTE12171J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12171J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12171J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP361 =082 04$a621.402/1$223 =100 1\$aMontemayor, RG.,$eauthor. =245 10$aReference Verification Fluids for Flash Point Determination /$cRG. Montemayor, JE. Rogerson, JC. Colbert, SB. Schiller. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe flash point of a liquid material is used to classify whether the material is flammable or combustible. 1,4-dimethylbenzene (p-xylene) has been used historically to verify the proper operation of different flash point test equipment. Because of the toxicity and low flash point value of 1,4-dimethylbenzene, an interlaboratory study was conducted to determine alternate flash point reference standards. This study reports the flash points of n-decane, n-undecane, n-tetradecane, and n-hexadecane using various flash point test methods. The flash points of these materials were found to be testmethod dependent because of the inherent differences in the various flash point test methods. The reported reference flash point values of these materials are now used to verify the proper operation of flash point test equipment in place of 1,4-dimethylbenzene. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aN-decane. =650 \0$aP-xylene. =650 \0$aN-undecane. =650 \0$aFlash point. =650 \0$aN-hexadecane. =650 \0$aN-tetradecane. =650 \0$aVerification fluids. =650 \0$aFlash point (Thermodynamics) =650 \0$aFlash point (Thermodynamics)$xHandbooks, manuals, etc. =650 14$aFlash point. =650 24$aVerification fluids. =650 24$aN-decane. =650 24$aN-undecane. =650 24$aN-tetradecane. =650 24$aN-hexadecane. =650 24$aP-xylene. =700 1\$aRogerson, JE.,$eauthor. =700 1\$aColbert, JC.,$eauthor. =700 1\$aSchiller, SB.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12171J.htm =LDR 03687nab a2200493 i 4500 =001 JTE12169J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12169J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12169J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL501 =082 04$a629.1/05$223 =100 1\$aLissenden, CJ.,$eauthor. =245 12$aA Methodology for Determining Rate-Dependent Flow Surfaces for Inconel 718 /$cCJ. Lissenden, CM. Gil, BA. Lerch. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aA detailed set of experiments has been conducted in an attempt to characterize the inelastic flow behavior of materials used in aeronautics applications. These experiments have shown that aged (precipitate-hardened) Inconel 718 exhibits an initial nonlinear elastic behavior as well as a strength differential in tension and compression at room temperature. This nonlinear elastic behavior correlates reasonably well with a second order stress-strain law that was developed to account for interactions between dislocations and interstitial solute atoms. Flow loci in the axial-shear stress plane at 25 and 650°C have been determined from yield locus data using both inelastic power and equivalent inelastic strain definitions of flow. Flow loci are more theoretically meaningful than yield loci for describing the time-dependent material response. These flow loci are especially important if they are proportional to the dissipation potential since the normality rule is associated with dissipation and not necessarily with a particular yield or flow definition employed in an experiment. A threshold function that depends only on the second deviatoric stress invariant, J2, is inadequate for predicting the threshold surface (initial yield locus) for Inconel 718 due to the difference in flow behavior in tension and compression. Threshold functions including all three stress invariants (I1, J2, and J3) with each term having units of stress raised to the first or third power were equally successful in fitting the initial flow locus. Additionally, both F=aI1+bJ21/2-1 and F=b3J23/2+c3J3-1 are shown to represent the data very well. The outward normals for these two representations of the threshold surface are consistent with experimentally determined directions of the inelastic strain rate vectors. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAeronautics. =650 \0$aFlow surfaces. =650 \0$aAstronautique. =650 \0$aAeronautics$vPeriodicals. =650 14$aInconel 718. =650 24$aFlow surfaces. =650 24$aAeronautics. =700 1\$aGil, CM.,$eauthor. =700 1\$aLerch, BA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12169J.htm =LDR 03286nab a2200541 i 4500 =001 JTE12165J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12165J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12165J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aSarrafi-Nour, GR.,$eauthor. =245 10$aOn the Application of the Indirect Compliance Measurement Technique to Flexure Specimens Containing a Chevron Notch /$cGR. Sarrafi-Nour, TW. Coyle. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aVarious fracture tests employing chevron-notched flexure specimens require accurate measurement of the specimen loading-point compliance at least through the achievement of the maximum load. Conventionally this compliance is determined by monitoring the center-point deflection on the specimen and then correcting the measured displacements for the compliance of the test setup, determined through separate calibration tests. A simple and accurate indirect determination of the compliance under flexure load condition, which is not affected by the compliance of the test setup used for fracture testing, was introduced previously. This method has been verified for flexure specimens containing throughthickness cracks. The present work deals with the application of the indirect compliance measurement method to chevron-notched flexure specimens. The original governing relation, previously verified for a specimen with a through-thickness crack, is modified based on finite element analysis results so as to be applicable to the chevronnotched specimens. After modification, this method is shown to lead also to accurate determination of the loading-point compliance in tests involving chevron-notched specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompliance. =650 \0$aFracture test. =650 \0$aR-curve behavior. =650 \0$aLoad displacement. =650 \0$aToughness measurement. =650 \0$afracture mechanics. =650 14$aChevron-notched specimen. =650 24$aCompliance. =650 24$aLoad displacement. =650 24$aFracture test. =650 24$aToughness measurement. =650 24$aR-curve behavior. =700 1\$aCoyle, TW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12165J.htm =LDR 03058nab a2200553 i 4500 =001 JTE12168J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12168J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12168J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD462 =082 04$a628.1/662$223 =100 1\$aWalsh, DL.,$eauthor. =245 10$aEnvironmental Degradation of Natural Rubber Latex Gloves :$bThe Effects of Elevated Temperature on Tensile Strength /$cDL. Walsh, DJ. Chwirut, RM. Kotz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aVarious styles of latex gloves were oven-aged for 7, 14, and 21 days at 70°C and then subjected to tension testing per ASTM D 412. Five of seven powder-free glove styles exhibited dramatic decreases in tensile strength after 7 to 14 days at 70°C, with total decreases in tensile strength ranging from 70 to over 90% after 21 days of aging. These five styles were examination gloves that were later confirmed to be chlorinated. In contrast, a chlorinated surgical glove, a non-chlorinated examination glove, and all of the powdered gloves (examination and surgical) subjected to the same conditions exhibited total decreases in tensile strength ranging from 0 to 25% after 21 days. These results suggest that chlorination, a process commonly used in the manufacture of powder-free gloves, may have detrimental effects on the ability of natural rubber latex to retain its barrier integrity after exposure to severely elevated temperatures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGloves. =650 \0$aChlorination. =650 \0$aTensile strength. =650 \0$aNatural rubber latex. =650 \0$aEnvironmental degradation. =650 \0$aWater$xPurification$xChlorination. =650 \0$aWasserreinigung. =650 14$aGloves. =650 24$aNatural rubber latex. =650 24$aTensile strength. =650 24$aChlorination. =650 24$aEnvironmental degradation. =700 1\$aChwirut, DJ.,$eauthor. =700 1\$aKotz, RM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12168J.htm =LDR 03100nab a2200649 i 4500 =001 JTE12163J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12163J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12163J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC321 =082 04$a536/.2012$223 =100 1\$aZarr, RR.,$eauthor. =245 10$aInterlaboratory "Pilot Run" Study of Small Heat-Flow-Meter Apparatus for ASTM C 518 /$cRR. Zarr, ES. Lagergren. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThermal conductivity measurements of a high-density glass-fiber thermal insulation material near 24°C are presented for the determination of the precision and bias of ASTM Test Method C 518. The measurements have been conducted by 13 laboratories using small (305 by 305-mm) heat-flow-meter apparatus on three specimens of high-density glass-fiber thermal insulation material that were circulated among the laboratories. Test results are analyzed using ASTM Practice E 691 and subsequently compared to measurements of the same specimens conducted in a guardedhot-plate apparatus using ASTM Test Method C 177. The 95% repeatability and reproducibility indexes for precision have been determined to be no worse than 1.1 and 4.0%, respectively. A method for estimating bias is presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPrecision. =650 \0$aGlass fiber. =650 \0$aRepeatability. =650 \0$aHeat flow meter. =650 \0$aInterlaboratory. =650 \0$aReproducibility. =650 \0$aGuarded hot plate. =650 \0$aThermal insulation. =650 \0$aThermal conductivity. =650 \0$aHeat$xConduction. =650 \0$aMaterials$xThermal properties. =650 14$aBias. =650 24$aGlass fiber. =650 24$aGuarded hot plate. =650 24$aHeat flow meter. =650 24$aInterlaboratory. =650 24$aPrecision. =650 24$aRepeatability. =650 24$aReproducibility. =650 24$aThermal conductivity. =650 24$aThermal insulation. =700 1\$aLagergren, ES.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12163J.htm =LDR 03502nab a2200493 i 4500 =001 JTE12167J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12167J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12167J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP361 =082 04$a621.402/1$223 =100 1\$aMontemayor, RG.,$eauthor. =245 14$aThe Effect of Kinematic Viscosity on the Flash Point of Liquids Determined by ASTM D 93 Procedure A, ASTM D 93 Procedure B, and ASTM D 56 /$cRG. Montemayor. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThe flash point of a liquid material is used to classify whether the material is flammable or combustible. ASTM D 93 is used to determine the flash point of various liquids either by Procedure A or Procedure B. There have been reports of flash point depression when viscous materials were tested using ASTM D 93 Procedure A relative to ASTM D 93 Procedure B. A multi-sample interlaboratory study was conducted to determine the effect of the kinematic viscosity of a liquid material on the observed flash point when tested according to ASTM D 93 Procedure A relative to the results when tested according to ASTM D 93 Procedure B. The results of the study indicate that liquid materials with kinematic viscosities greater than 13 mm2/s at 40°C gave lower observed flash points when the flash point was tested using ASTM D 93 Procedure A compared to the flash point tested by ASTM D 93 Procedure B. A possible explanation is a lag in the temperature detected by the temperature-measuring device as the kinematic viscosity of the liquid increases, especially when equilibration of the temperature of the vapor and the bulk of the specimen is not established before the flash point is detected. This temperature lag effect is more pronounced when using D 93 Procedure A than when using D 93 Procedure B. A similar study was conducted with ASTM D 56, another flash point test method. The effect of kinematic viscosity on the observed flash point by D 56 is less apparent than that observed when using D 93 Procedure A. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlash point. =650 \0$aTag flash point. =650 \0$aKinematic viscosity. =650 \0$aFlash point (Thermodynamics) =650 \0$aFlash point (Thermodynamics)$xHandbooks, manuals, etc. =650 14$aFlash point. =650 24$aPensky-Martens flash point. =650 24$aTag flash point. =650 24$aKinematic viscosity. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12167J.htm =LDR 02665nab a2200481 i 4500 =001 JTE12172J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12172J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12172J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA367 =082 04$a620.28$223 =100 1\$aBayer, P.,$eauthor. =245 10$aEarly Detection of Fatigue Damage Through Ultrasonic Non-Destructive Evaluation-Part II :$bExperimental /$cP. Bayer, L. Singher, A. Notea. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aUltrasonic wave velocities (longitudinal and transverse waves) and the attenuation coefficient were used to investigate damage of aluminum 7075-T651 before and after progressive stages of fatigue. Repeated observations under controlled conditions allied to digital signal acquisition, autocorrelation, and regression were used to estimate small velocity and attenuation changes. Although comparatively small uncertainties were observed, the feasibility of utilizing the velocity of ultrasonic waves as a fatigue monitor was not substantiated under actual research conditions. However, careful measurements of the ultrasonic attenuation parameter demonstrated its potential to provide an early assessment of damage during fatigue. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue damage assessment. =650 \0$aSupersonics. =650 \0$aLevel indicators. =650 14$aUltrasonic non-destructive testing. =650 24$aFatigue damage assessment. =650 24$aVelocity and attenuation measurements. =700 1\$aSingher, L.,$eauthor. =700 1\$aNotea, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12172J.htm =LDR 03196nab a2200529 i 4500 =001 JTE12166J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12166J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12166J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96142$223 =100 1\$aEren, Ö.,$eauthor. =245 10$aEffects of Silica Fume and Steel Fibers on Some Mechanical Properties of High-Strength Fiber-Reinforced Concrete /$cÖ. Eren, K. Marar, T. ßelik. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThere are many test methods to measure the impact resistance of fiber-reinforced concrete that are complicated, time consuming, and expensive. A practical test method has been developed to measure the impact resistance of high-strength fiber-reinforced concrete (HSFRC). The equipment developed can also be used for testing aggregate impact values by simply changing the base plate of the machine. A machine was developed to measure the surface abrasion resistance of HSFRC. Testing fiber-reinforced concrete for surface abrasion resistance was found to be extremely difficult if realistic and practical results were desired. In this study the influence of silica fume on the properties of HSFRC was investigated by using silica fume at two different percentages and with three different hooked-end fibers, namely, 30/0.50, 60/0.80, and 50/0.60 length/diameter (mm/mm). Fibers were added to concrete in three different percentages of 0.5, 1.0, and 2.0% by volume of concrete. The results show that including fibers in high-strength concrete improves impact resistance, surface abrasion, and splitting tensile strength. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImpact resistance. =650 \0$aAbrasion resistance. =650 \0$aHigh-strength concrete. =650 \0$aFiber-reinforced concrete. =650 \0$aSteel$xMetallurgy. =650 \0$aSteel$xMetallography. =650 14$aHigh-strength concrete. =650 24$aFiber-reinforced concrete. =650 24$aImpact resistance. =650 24$aAbrasion resistance. =700 1\$aMarar, K.,$eauthor. =700 1\$aßelik, T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12166J.htm =LDR 02615nab a2200493 i 4500 =001 JTE12170J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12170J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12170J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aNayeb-Hashemi, H.,$eauthor. =245 10$aGeneral Constitutive Relations of Anorthotropic 6061-T6 Aluminum and Its Fatigue Life under Proportional and Non-Proportional Loadings /$cH. Nayeb-Hashemi, H. Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aAnisotropic constitutive relations with respect to the principal axes of an orthotropic solid are formulated using the macroscopic continuum plasticity theory of Shih and Lee. The general anisotropic constitutive relations are derived for predicting the plastic deformation behavior of a new material orientation. Straincontrolled cyclic tests were conducted along the 45° direction in the plane of the plate to verify the general anisotropic constitutive relations. The predictions agree very well with the experimental yield and plastic flow behavior. The axial-torsional coupling terms in the general constitutive relations are also determined and explained. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCyclic loading. =650 \0$aPlastic deformation. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aCyclic loading. =650 24$aPrediction of fatigue life. =650 24$aPlastic deformation. =700 1\$aLin, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12170J.htm =LDR 03073nab a2200541 i 4500 =001 JTE12164J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1999\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12164J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12164J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD506 =082 04$a541.3/3$223 =100 1\$aPowers, CM.,$eauthor. =245 10$aRepeatability and Bias of Two Walkway Safety Tribometers /$cCM. Powers, K. Kulig, J. Flynn, JR. Brault. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1999. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aFalls resulting from slips on walkway surfaces are a significant source of injury in society. To measure friction between the floor and the shoe, various types of tribometers and ASTM standards have been developed to assess walkway slip-resistance with the goal of improving pedestrian safety. The purpose of this study was to determine the repeatability and bias of the PIAST and VIT tribometers under both dry and wet conditions. Both devices were tested on an AMTI force platform over a wide range of angles. Bias was assessed by comparing the tribometer slip resistance reading to the actual Fx/Fz ratio measured by the force plate, while reliability was established by evaluating the ability of the tribometers to reproduce Fx, Fz, and the Fx/Fz ratio. Both tribometers demonstrated high degrees of bias and repeatability under both wet and dry conditions; however, each measured different slip-resistance values for the same surface. Further study should be directed at establishing which tribometer best simulates initial foot contact during gait with respect to measuring slip resistance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTribometer. =650 \0$aForce plate. =650 \0$aWalkway safety. =650 \0$aSlip resistance. =650 \0$asurfaces. =650 \0$asafety. =650 14$aSlip resistance. =650 24$aTribometer. =650 24$aForce plate. =650 24$aWalkway safety. =700 1\$aKulig, K.,$eauthor. =700 1\$aFlynn, J.,$eauthor. =700 1\$aBrault, JR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 27, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1999$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12164J.htm =LDR 02826nab a2200409 i 4500 =001 JTE12580J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12580J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12580J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a620.1/127$223 =100 1\$aBlau, PJ.,$eauthor. =245 10$aDetection, Diagnosis, and Prognosis of Rotating Machinery to Improve Reliability, Maintainability, and Readiness Through the Application of New and Innovative Techniques /$cPJ. Blau. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe extraordinarily long title, Detection, Diagnosis, and Prognosis of Rotating Machinery to Improve Reliability, Maintainability, and Readiness Through the Application of New and Innovative Techniques, indicates the degree of topic specialization inherent in this book. It is forty-first in a series of proceedings from the Mechanical Failures Prevention Group, an organization dating back to 1967 and primarily devoted to strategies for addressing hardware reliability problems in military, especially naval, equipment. The book consists of thirty-seven articles divided into seven sections: Detection, Diagnosis and Prognosis; Wear; Structural Damage Assessment; Signature Analysis; Monitoring Systems; Failure Mechanisms; and Artificial Intelligence and Expert Systems. This grouping of papers is one of several possible arrangements, because there were elements of some of the papers which could have made them suitable for inclusion in other categories than the ones in which they were placed. However, this kind of organizational problem is common when papers contain interdisciplinary material. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNondestructive testing. =650 \0$aMaintainability. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12580J.htm =LDR 02578nab a2200577 i 4500 =001 JTE12570J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12570J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12570J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aF1219.1.T27 =082 04$a972/.52$223 =100 1\$aDeppa, SW.,$eauthor. =245 10$aProcedure to Evaluate Openings in Children's Products for Head Entrapment Hazards /$cSW. Deppa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b34 =520 3\$aChildren have strangled when their heads became entrapped in structural openings of children's products. To analyze these accidents, we applied human factors principles of anthropometry, childhood development, perception, behavior, and biomechanics. Children under 5 years of age became entrapped either head first, feet first, or neck first. Four product characteristics contributed to accidents: product function, product weight/size, opening location, and opening configuration. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aChildren. =650 \0$aInjuries. =650 \0$aHuman factors. =650 \0$aHead entrapment hazard. =650 \0$aConsumer product safety. =650 \0$aAnthropometry. =650 \0$aAccident prevention. =650 \0$aStrangulation. =650 14$aAccident prevention. =650 24$aAnthropometry. =650 24$aChildren. =650 24$aConsumer product safety. =650 24$aHead entrapment hazard. =650 24$aHuman factors. =650 24$aInjuries. =650 24$aStrangulation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12570J.htm =LDR 02276nab a2200469 i 4500 =001 JTE12572J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12572J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12572J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK2821 =082 04$a621.31/7$223 =100 1\$aSproles, ES.,$eauthor. =245 10$aChange in Mass of Copper Coupons as a Measure of Severity of Environments in Accelerated Aging Tests for Electrical Contacts /$cES. Sproles. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA round-robin study of two coupon cleaning methods as implemented by five different laboratories has been completed. The results show that measuring the change in mass of copper coupons is an effective and practical technique for quantifying the reactivity of test chamber environments. Since the coupon cleaning and preparation method appears to affect the gravimetric data, a well defined and consistent method is required to obtain useful results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCorrosion. =650 \0$aOxidation. =650 \0$aCalibration. =650 \0$aElectricalcontacts$xCongresses. =650 14$aCorrosion. =650 24$aOxidation. =650 24$aCalibration. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12572J.htm =LDR 02436nab a2200421 i 4500 =001 JTE12582J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12582J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12582J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aMT56 =082 04$a781.1$223 =100 1\$aSachse, W.,$eauthor. =245 10$aPhysical Acoustics :$bVol. 18 /$cW. Sachse. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIt has been known for the more than a beam of light striking a material generates vibrations and acoustic waves in it. The common focus of this book is a review of the physics, measurement techniques and applications of recent developments of this phenomenon. Today, pulsed or modulated beams of lights or other radiations incident on a specimen are used to excite thermal or acoustic waves in the materials. In photothermal measurements the signals are detected by a sensor at the surface of the material, while in photoacoustic measurements the signals are detected by a sensitive microphone in the gas surrounding a specimen. The analysis of such thermally generated signals can be used to investigate the nature of the source, the material in the region of the source, or the material between the source and detector. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMusic$xAcoustics and physics. =650 \0$aPhysical Acoustics. =650 \0$aAcoustics. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12582J.htm =LDR 03128nab a2200517 i 4500 =001 JTE12576J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12576J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12576J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC176.8.E4 =082 04$a620.1/697$223 =100 1\$aKain, V.,$eauthor. =245 10$aElectrical Resistance Measurements on Type 304 Stainless Steel with Different Degrees of Sensitization /$cV. Kain, SS. Chouthai, HS. Gadiyar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aMost of the test methods commonly used to evaluate the susceptibility of austenitic stainless steels to intergranular attack are qualitative and destructive in nature. Practice A of ASTM Standard A 262 and the EPR tests are nondestructive but are less discriminating for higher degrees of sensitization. Because the sensitized material contains chromium-rich carbides at grain boundaries and chromium depletion zones at and adjacent to the grain boundaries compared with uniform structure in the solution annealed material, there is a need for a nondestructive test method using electrical resistance, eddy current, ultrasonic testing, or magnetic susceptibility. Testing methods based on eddy currents and ultrasonics are reported to be insensitive to the degree of sensitization. In this study an attempt is made to measure the electrical resistance for Type 304 stainless steel (SS) with various degrees of sensitization. The results indicated no correlation between the electrical resistance measurements and the degree of sensitization for Type 304 SS. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aElectrical resistance. =650 \0$aNondestructive testing. =650 \0$aFree electron theory of metals. =650 \0$aMetals$xElectric properties. =650 \0$aAlloys$xElectric properties. =650 \0$aElectric resistance. =650 14$aAustenitic stainless steel. =650 24$aElectrical resistance. =650 24$aNondestructive testing. =700 1\$aChouthai, SS.,$eauthor. =700 1\$aGadiyar, HS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12576J.htm =LDR 02377nab a2200505 i 4500 =001 JTE12573J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12573J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12573J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF1756 =082 04$a382.45621884$223 =100 1\$aLoferski, JR.,$eauthor. =245 10$aStatic and Impact Flexural Properties of Common Wire Nails /$cJR. Loferski, TE. McLain. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aTo implement yield theory into design specifications for engineered nailed connections, some practical estimates of nail yield strength and other properties are needed. This short-term study sampled 1170 nails in five sizes from four locations in the United States. Twelve different manufacturers were represented in the sample. All nails were tested in centerpoint bending and their mechanical properties were determined. MIBANT angle, commonly used for quality control in the pallet nail industry, was also measured. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNails. =650 \0$aDimensions. =650 \0$aNails and spikes. =650 \0$aWire industry. =650 \0$aYield stress. =650 14$aNails. =650 24$aYield stress. =650 24$aMIBANT test. =650 24$aDimensions. =700 1\$aMcLain, TE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12573J.htm =LDR 02525nab a2200529 i 4500 =001 JTE12577J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12577J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12577J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA785 =082 04$a613$223 =100 1\$aKaleta, J.,$eauthor. =245 10$aEnergy Stored in a Specimen under Fatigue Limit Loading Conditions /$cJ. Kaleta, R. Blotny, H. Harig. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b32 =520 3\$aThis paper presents results of measuring the energy stored in a specimen made from Ck 35 carbon steel loaded with an alternating one-directional stress whose value is equal to the fatigue limit. The energy stored in the specimen was determined in an indirect way as the difference between the mechanical energy expended in the specimen and the energy released into the surroundings as heat. The proposed technique is a modified version of the dynamic hysteresis loop method. The energy released as heat was measured with an electric modelling method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStored energy. =650 \0$aEnergy measurement. =650 \0$aMathematical models. =650 \0$aEnergymetabolism. =650 \0$aFatigue. =650 14$aFatigue. =650 24$aEnergy theories of fatigue. =650 24$aStored energy. =650 24$aMathematical models. =650 24$aEnergy measurement. =700 1\$aBlotny, R.,$eauthor. =700 1\$aHarig, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12577J.htm =LDR 03129nab a2200433 i 4500 =001 JTE12583J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12583J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12583J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH435 =082 04$a692.5$223 =100 1\$aChusid, M.,$eauthor. =245 10$aTime-Saver Standards for Building Types: 3rd Edition /$cM. Chusid. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe 1st Edition of Time-Saver Standards for Building Types has been an important part of my professional library since its publication in 1973. As stated in its preface: "It is intended to give basic design criteria for each major type of building. It will give those unfamiliar with a specific building type a talking or working knowledge of its functions, organization, and major components." Over the years, I have referred to Time-Saver frequently for planning and design guidelines for building types such as gymnasiums, airport terminals, and police stations. But as the 1st Edition is now 17 years old and much of it is based on other even older versions of Time-Saver Standards, I have begunto find the book inadequate for contemporary design practice.The past two decades have been a period of profound change for building planning and design. Many building requirements have changed and entire new categories of buildings have evolved. It was with enthusiasm that I looked forward to the 3rd Edition; which the publisher promised would be "revised, expanded, and completely brought up to date." I am greatly disappointed with the result. While the 3rd Edition has been expanded to approximately 1400 pages, nearly a third more than the 1st Edition, little of the original material has been revised and the updating has been insufficient. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBuilding$xEstimates$vPeriodicals. =650 \0$aBuilding materials$xCosts$xEstimates$vPeriodicals. =650 \0$aBuilding trades$xEmployees$xSalaries, etc$xEstimates$vPeriodicals. =650 \0$aLabor time$xEstimates$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12583J.htm =LDR 02427nab a2200565 i 4500 =001 JTE12571J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12571J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12571J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGB1399.6 =082 04$a551.48/3$223 =100 1\$aAl-Qadi, IL.,$eauthor. =245 10$aLaboratory Testing of River Gravel Used in Arrester Beds /$cIL. Al-Qadi, LA. Rivera-Ortiz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThe objective of this study was to investigate the engineering properties of a river gravel. The engineering properties studied included shear strength, volume change, failure strain, and modulus of elasticity. The triaxial compressive strength of the river gravel was used in a developed model to obtain the stopping distance of a runaway truck in an arrester bed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGravel. =650 \0$aEscape ramp. =650 \0$aArrester bed. =650 \0$aTriaxial test. =650 \0$aStopping distance. =650 \0$aRiver sediments$xSampling. =650 \0$aRiver sediments$xAnalysis. =650 \0$aGravel$xSampling. =650 \0$aGravel$xAnalysis. =650 14$aTriaxial test. =650 24$aEscape ramp. =650 24$aArrester bed. =650 24$aStopping distance. =650 24$aGravel. =700 1\$aRivera-Ortiz, LA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12571J.htm =LDR 02800nab a2200589 i 4500 =001 JTE12574J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12574J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12574J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a621.48/35$223 =100 1\$aLandes, JD.,$eauthor. =245 10$aNormalization Method for Developing J-R Curves with the LMN Function /$cJD. Landes, Z. Zhou, K. Lee, R. Herrera. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe normalization method has been used to develop J-R curves directly from load versus load-line displacement data without the need for on-line crack length measurement. This method, based on the original key curve-method, used the principal of load separation and an assumed functional form for the deformation function to determine a calibration equation for each specimen being evaluated. Originally the functional form was a power law with two unknown constants. A new functional form (the LMN function) containing three unknown constants is proposed for use in the method of normalization. This function requires three calibration points, one more than was needed by the power law function. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture. =650 \0$aKey curve. =650 \0$aToughness. =650 \0$aLMN function. =650 \0$aNormalization. =650 \0$aFracture toughness. =650 \0$aNondestructive testing. =650 \0$aJ-R curve. =650 14$aJ-R curve. =650 24$aNormalization. =650 24$aLMN function. =650 24$aFracture. =650 24$aToughness. =650 24$aKey curve. =700 1\$aZhou, Z.,$eauthor. =700 1\$aLee, K.,$eauthor. =700 1\$aHerrera, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12574J.htm =LDR 02229nab a2200481 i 4500 =001 JTE12579J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12579J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12579J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P58 =082 04$a620.1/92$223 =100 1\$aMeraw, LJ.,$eauthor. =245 10$aGlossary (German/English, English/German) of Specialized Plastics Testing Terminology /$cLJ. Meraw. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aDIN, the German Institute for Standardization, plays an important role within CEN/CENELEC (European Committee for Standardization/European Committee for Electrotechnical Standardization), which develops standards and works towards European harmonization. European Community (EC) standards coupled with the entire realm of testing and certification are of prime interest to U.S. manufacturers desiring access to the EC market. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPlastics. =650 \0$aStandards. =650 \0$aTerminology. =650 \0$aPlastics$xTesting. =650 \0$aPolymers$xTesting. =650 14$aPlastics. =650 24$aTerminology. =650 24$aStandards. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12579J.htm =LDR 02733nab a2200541 i 4500 =001 JTE12578J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12578J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12578J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.1/633$223 =100 1\$aFett, T.,$eauthor. =245 10$aDirect Measurements of Displacements in the Inner Roller Span of Four-Point-Bending Creep Tests /$cT. Fett, K. Keller, G. Martin, O. Rosenfelder. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aCreep tests on ceramic materials are often performed in four-point-bending. With conventional procedures of evaluating such tests a number of assumptions must be made to allow the calculation of the displacements in the inner roller span-the range of the constant bending moment-from displacement measurements containing the part between the outer and the inner rollers where the bending moment changes linearly from zero to its maximum value. A test apparatus is described that allows direct measurements in the interesting part of the bending specimen. Creep curves obtained with different methods are compared. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aDisplacement measurements. =650 \0$aMetals$xCreep$xCongresses. =650 \0$aMetals$xTesting$xCongresses. =650 \0$aMetals$xEffect of high temperatures on$xTesting$xCongresses. =650 14$aCreep. =650 24$aDisplacement measurements. =650 24$aHot-pressed silicon nitride. =650 24$aHPSN. =650 24$aAl2O3. =700 1\$aKeller, K.,$eauthor. =700 1\$aMartin, G.,$eauthor. =700 1\$aRosenfelder, O.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12578J.htm =LDR 02626nab a2200541 i 4500 =001 JTE12575J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12575J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12575J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620.11$223 =100 1\$aTobler, RL.,$eauthor. =245 10$aWarm Precracking at 295 K and Its Effects on the 4-K Toughness of Austenitic Steels /$cRL. Tobler, M. Shimada. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b34 =520 3\$aExperiments show that some austenitic steels at extreme cryogenic temperatures are toughened by warm prestress. We demonstrate this for Fe-17Cr-3Ni-13Mn-0.33N steel specimens that were warm precracked at 295 K and then fractured in liquid helium at 4 K where failure occurs by slip-plane cracking. On the other hand, Fe-13Cr-5Ni-22Mn-0.21N steel with higher toughness and a ductile fracture mechanism at 4 K was not affected by similar warm precracking. Austenitic and ferritic steel behaviors are compared, and precracking procedures for 4-K fracture tests are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aTest standards. =650 \0$aWarm prestress. =650 \0$aFracture toughness. =650 \0$aMetals$xEffect of high temperatures on. =650 \0$aMetals$xFatigue. =650 14$aAustenitic stainless steel. =650 24$aCryogenic properties of materials. =650 24$aFatigue. =650 24$aFracture toughness. =650 24$aTest standards. =650 24$aWarm prestress. =700 1\$aShimada, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12575J.htm =LDR 02089nab a2200433 i 4500 =001 JTE12581J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12581J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12581J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/66$223 =100 1\$aGabb, TP.,$eauthor. =245 10$aHigh Temperature Fatigue :$bProperties and Prediction /$cTP. Gabb. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aHigh Temperature Fatigue: Properties and Prediction is a good summary text that reviews the major topics in high temperature fatigue of laboratory specimens and its utilization in structural engineering design. The general subject matter is ferritic and austenitic steels utilized in the power generation fields and particularly smooth bar low cycle fatigue and thermomechanical fatigue response. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture mechanics. =650 \0$aMaterials$xFatigue$xEffect of temperature on. =650 \0$aBruchmechanik. =650 \0$aHochtemperatur. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12581J.htm =LDR 02485nab a2200553 i 4500 =001 JTE12098J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12098J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12098J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQL404 =082 04$a594/.0471$223 =100 1\$aReddy, AC.,$eauthor. =245 12$aA New Technique for Measurement of the Strength of Ceramic Shells in the Precision Casting Process /$cAC. Reddy, VSR Murti, PM. Jebaraj. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThis paper discusses the development of a new technique for measuring the strength of ceramic shells. In this technique, compressed air was passed into the ceramic shells and the bursting pressure was measured using a diaphragm pressure gage. The hoop stresses were calculated. The results of the new technique realistically match the actual failure rate of shells in the precision casting process. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPermeability. =650 \0$aFailure rates. =650 \0$aCeramic shells. =650 \0$aBending strength. =650 \0$aBursting strength. =650 \0$aShells$xPictorial works. =650 \0$aShells$xIdentification. =650 14$aCeramic shells. =650 24$aBending strength. =650 24$aPermeability. =650 24$aBursting strength. =650 24$aFailure rates. =700 1\$aMurti, VSR,$eauthor. =700 1\$aJebaraj, PM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12098J.htm =LDR 02966nab a2200553 i 4500 =001 JTE12092J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12092J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12092J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aWolfenden, A.,$eauthor. =245 10$aDynamic Shear Modulus and Damping in Iron-Copper and Steel-Based Metal Matrix Composites /$cA. Wolfenden, JQ. Hodge. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aMeasurements were made of the density, dynamic shear modulus, damping, strain amplitude, and resistivity in iron-copper and steel-based metal matrix composites. The density was determined using the Archimedes method and was found to be in the range of 7463 to 8257 kg/m3. The shear modulus, damping, and strain amplitude were determined using the piezoelectric ultrasonic composite oscillator technique (PUCOT). The shear modulus was in the range of 73 to 81 GPa. Electrical resistivity measurements were performed to assess the change in the conductivity of the composites by adding copper. Metallographic studies and microhardness testing were performed to assess the distribution and hardness of the fibers in the composites. The variation of shear modulus and electrical conductivity with respect to the percentage of copper in some of the composites followed the rule of mixtures. The damping in the specimens was near 3 x 10-3 and independent of strain amplitude. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteel. =650 \0$aDamping. =650 \0$aIron-copper. =650 \0$aMetal matrix. =650 \0$aShear modulus. =650 \0$acomposite material. =650 \0$aComposites. =650 14$aComposites. =650 24$aShear modulus. =650 24$aDamping. =650 24$aIron-copper. =650 24$aSteel. =650 24$aMetal matrix. =700 1\$aHodge, JQ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12092J.htm =LDR 02958nab a2200577 i 4500 =001 JTE12097J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12097J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12097J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.23 =082 04$a548.028$223 =100 1\$aBatista, AC.,$eauthor. =245 10$aCharacterization of Mechanical Properties in Surface-Treated Materials /$cAC. Batista, AM. Dias. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aAn experimental methodology was developed for identification of mechanical behavior laws, in which the evolution of the stresses and strains in the surface of the samples is determined by X-ray diffraction and electric resistance strain gages, respectively, as a function of the loading in four-point bending tests. The determined stress-strain curve is then characteristic of the near-surface layers of the samples. The method was validated for different steels by comparing the results of samples with homogeneous properties on the cross section with the results of tension tests. The developed methodology was applied to the study of steel samples submitted to surface treatments, presenting gradients of chemical composition, microstructure, and mechanical properties from the surface to the bulk material. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShot-peening. =650 \0$aCarbonitriding. =650 \0$aSurface hardening. =650 \0$aX-ray diffraction. =650 \0$aSurface treatments. =650 \0$aMechanical properties. =650 \0$aX-ray crystallography. =650 \0$aMaterials$xMicroscopy. =650 \0$aTransmission electron microscopy. =650 14$aMechanical properties. =650 24$aSurface hardening. =650 24$aSurface treatments. =650 24$aCarbonitriding. =650 24$aShot-peening. =650 24$aX-ray diffraction. =700 1\$aDias, AM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12097J.htm =LDR 02926nab a2200589 i 4500 =001 JTE12090J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12090J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12090J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGV862 =082 04$a796.35705$223 =100 1\$aBeaumont, RD.,$eauthor. =245 10$aInjuries Due to Traditional and Soft-Core Centered Baseball Impacts :$bA Review /$cRD. Beaumont. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b34 =520 3\$aThe purpose of this paper is to investigate the increasing use of soft-core centered baseballs and the safety issues that have arisen in comparison to the design and manufacture of traditional hard-core baseballs. This purpose was not to decide whether either of the two types of baseballs was reasonably safe or unreasonably dangerous. Allegations have been made that the hardness of a baseball affects the type and magnitude of injury to a person. Experimental and analytical research has been done exploring that area to determine the validity of those allegations. This paper reviews the models and methodology presented in recent studies attempting to model the mechanism of injury and death related to baseball impacts to the human head and chest regions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBaseball. =650 \0$aSeverity index. =650 \0$aCommotio cordis. =650 \0$aDynamic hardness. =650 \0$aSoft-core centered. =650 \0$aHead injury criteria. =650 \0$aReduced injury factor. =650 \0$aBase-ball. =650 \0$aBaseball$vPeriodicals. =650 14$aBaseball. =650 24$aSoft-core centered. =650 24$aReduced injury factor. =650 24$aSeverity index. =650 24$aHead injury criteria. =650 24$aConsumer Product Safety Commission. =650 24$aDynamic hardness. =650 24$aCommotio cordis. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12090J.htm =LDR 02880nab a2200481 i 4500 =001 JTE12088J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12088J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12088J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTC1665 =082 04$a627.98$223 =100 1\$aSauter, HJ.,$eauthor. =245 13$aAn Improved Capping Technique for Excavatable Controlled Low Strength Material Compressive Strength Cylinders /$cHJ. Sauter, LK. Crouch. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aASTM D 4832: Standard Test Method for Preparation and Testing of Controlled Low Strength Material (CLSM) Test Cylinders currently permits three types of capping for CLSM cylinders: sulfur mortar (ASTM C 617), gypsum plaster (ASTM C 617), and unbonded neoprene restrained by rigid retainers (ASTM C 1231). These cappings were developed for portland cement concrete (PCC) cylinders and all produce good estimates of PCC potential strength. However, these cappings are inappropriate for excavatable CLSM cylinders. Sulfur mortar and gypsum plaster methods often result in cylinder damage during capping due to the low strength of excavatable CLSM cylinders. The recommended 50 to 70 durometer neoprene pads are far too stiff at low stress levels, which are common in testing excavatable CLSM cylinders. The neoprene pads essentially act as a rigid plate rather than a capping material. The authors developed an unbonded capping system using a much softer neoprene that is more malleable at lower stress levels. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCapping. =650 \0$aCylinders. =650 \0$aCylinders$xHydrodynamics. =650 \0$aOffshore structures$xHydrodynamics. =650 14$aCapping. =650 24$aCLSM cylinders. =650 24$aCylinders. =700 1\$aCrouch, LK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12088J.htm =LDR 03263nab a2200541 i 4500 =001 JTE12091J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12091J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12091J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8$223 =100 1\$aLi, S.,$eauthor. =245 10$aFalling-Weight Deflectometer Sensor Location in the Backcalculation of Concrete Pavement Moduli /$cS. Li, TD. White. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThis paper discusses the principles of two closed-form algorithms, ILLI-BACK and NUS-BACK, for backcalculating layer moduli of concrete pavements and their implications for selecting sensor locations in falling-weight deflectometer tests. It is found that sensor location has an effect on the results backcalculated using these two closed-form algorithms. Use of sensors at large radial distances may produce results with high variations since a small variation in the deflections recorded by these sensors will result in a significant change of layer modulus. Use of close sensor spacing will produce a ratio of deflections recorded by two consecutive sensors close to 1, leading to significant variations in backcalculation results in those cases where errors are involved in deflection measurements. The Strategic Highway Research Program (SHRP) FWD sensor configuration with sensors located at 0, 203, 305, 457, 610, 914, and 1524 mm is examined. Care should be taken in backcalculation analysis of concrete pavements using the SHRP sensor configuration in conjunction with the closed-form algorithms. Backcalculation results from deflections measured by SHRP and on Indiana US52 quantitatively confirm these findings. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLayer modulus. =650 \0$aBackcalculation. =650 \0$aSensor location. =650 \0$aConcrete pavement. =650 \0$aPavements$xTesting. =650 \0$aNondestructive testing. =650 \0$aFalling weight deflectometers. =650 14$aConcrete pavement. =650 24$aBackcalculation. =650 24$aClosed-form algorithm. =650 24$aLayer modulus. =650 24$aSensor location. =700 1\$aWhite, TD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12091J.htm =LDR 03082nab a2200685 i 4500 =001 JTE12094J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12094J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12094J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP810.5 =082 04$a666/.028$223 =100 1\$aYeheskel, O.,$eauthor. =245 12$aA New Assessment Method for the Bulk Modulus and the Poisson's Ratio of Porous Ceramics /$cO. Yeheskel, O. Tevet. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b42 =520 3\$aA new assessment method for the elastic moduli of porous materials is proposed. This method is based on a linear correlation between the Young's and the shear moduli of a given porous material. It is shown that such a correlation prevails for ceramics (Al2O3,ThO2,andZnO) and for glass (SiO2) having Poisson's ratios of the solid bulk in the range of 0.15 KIsee) provided that steady-state crack growth data are used. Data on the AISI 4340 steel suggest the presence of some synergistic effect of fatigue and environmental attack. Modification of this model will be needed to incorporate this effect and to improve the accuracy of predictions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWaveform. =650 \0$aFrequency. =650 \0$aStress ratio. =650 \0$aCorrosion fatigue. =650 \0$aFatigue crack growth. =650 \0$aHigh-strength steels. =650 \0$aFatigue. =650 \0$aExhaustion. =650 14$aFatigue crack growth. =650 24$aHigh-strength steels. =650 24$aCorrosion fatigue. =650 24$aFrequency. =650 24$aWaveform. =650 24$aStress ratio. =700 1\$aHudak, SJ.,$eauthor. =700 1\$aWei, RP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10062J.htm =LDR 03288nab a2200865 i 4500 =001 JTE11541J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11541J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11541J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5415.153 =082 04$a658.5$223 =100 1\$aLoveless, HS.,$eauthor. =245 10$aSpecimen Geometry Effects on the Strength of Unidirectional Resin-Matrix Composites /$cHS. Loveless. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThis paper describes some of the problems encountered in determining the tensile and flexural strengths of uniaxially aligned glass fiber-resin composites by conventional methods, and suggests alternative procedures for overcoming them. Special emphasis is placed on the effects of test specimen geometry with respect to these properties and equations are developed for the stress-strain properties of half-round, pultruded rods subjected to ordinary bending, assuming elastic behavior. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCentroid. =650 \0$aLaminate. =650 \0$aComposite. =650 \0$aIsotropic. =650 \0$aPultrusion. =650 \0$aAnisotropic. =650 \0$aCollet grips. =650 \0$aGage section. =650 \0$aGlass fibers. =650 \0$aResin matrix. =650 \0$aSpecimen tab. =650 \0$aIITRI specimen. =650 \0$aUnidirectional. =650 \0$aElastic modulus. =650 \0$aFlexural modulus. =650 \0$aFracture process. =650 \0$aTensile strength. =650 \0$aFlexural strength. =650 \0$aSpecimen geometry. =650 \0$aComposites. =650 \0$aComposite materials. =650 14$aTensile strength. =650 24$aFlexural strength. =650 24$aComposite. =650 24$aUnidirectional. =650 24$aPultrusion. =650 24$aAnisotropic. =650 24$aLaminate. =650 24$aFlexural modulus. =650 24$aGage section. =650 24$aIsotropic. =650 24$aGlass fibers. =650 24$aResin matrix. =650 24$aSpecimen geometry. =650 24$aElastic modulus. =650 24$aIITRI specimen. =650 24$aCollet grips. =650 24$aSpecimen tab. =650 24$aFracture process. =650 24$aCentroid. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11541J.htm =LDR 02130nab a2200541 i 4500 =001 JTE10059J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10059J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10059J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE250 =082 04$a625.8/028/8$223 =100 1\$aMaupin, GW.,$eauthor. =245 10$aDevelopment of Cold Weather Paving Specifications /$cGW. Maupin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aCold weather paving specifications were developed from work by Corlew and Dickson who used a computer solution to predict the cooling rate of bituminous concrete. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCooling rate. =650 \0$aMat thickness. =650 \0$aBase temperature. =650 \0$aComputer solution. =650 \0$aAmbient temperature. =650 \0$aLaydown temperature. =650 \0$aPaving. =650 14$aAmbient temperature. =650 24$aBase temperature. =650 24$aLaydown temperature. =650 24$aMat thickness. =650 24$aComputer solution. =650 24$aCooling rate. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10059J.htm =LDR 01800nab a2200397 i 4500 =001 JTE10056J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10056J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10056J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH251 =082 04$a778.3/1$223 =245 00$aMetallographic Photomicrographs from 1973 Photographic Exhibit. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe 1973 Photographic Exhibit held during the Society's 76th Annual Meeting in Philadelphia, Pa. was representative of the outstanding work being done to bring comprehensible visual reality to the invisibly small world of materials microstructure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPhotomicrography. =650 \0$aMicroscopy. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10056J.htm =LDR 02107nab a2200385 i 4500 =001 JTE10057J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10057J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10057J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aZ1035.A1 =082 04$a028.1/05$223 =245 00$aStandard Reference Materials Available from Private Sources. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe use of standard reference materials to prove newly developed test techniques, to check the capabilities of a laboratory or of a laboratory technician, or as a bench mark against which instruments may be calibrated has grown to remarkable proportions throughout the industrial world. ASTM's involvement in standard reference materials began in the early 1920s in the field of refractories. The involvement of the U.S. National Bureau of Standards predated this work by some 20 years when that Bureau undertook the maintenance of cast iron standards for the heavy metals industry. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aReference Books. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10057J.htm =LDR 02834nab a2200565 i 4500 =001 JTE10058J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10058J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10058J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC915 =082 04$a551.57$223 =100 1\$aUzomaka, OJ.,$eauthor. =245 10$aOne-Dimensional Consolidation of Retarded Plastic Concrete /$cOJ. Uzomaka. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aA study of the one-dimensional consolidation of plastic concrete (that is, a concrete mix within the first few hours after mixing when it can still be remolded) is discussed with particular reference to the soil mechanics analogy which the author proposed for a wider study of some engineering properties of plastic concrete [2]. This property of the mix is discussed in terms of classical consolidation parameters used in soil mechanics, namely the coefficient of compressibility (mv) and the coefficient of consolidation (cv. It was desired to study the consolidation behavior of the material as it is just after mixing and, consequently, the mixes were retarded by the addition of small quantities of sugar to minimize the effect of hydration. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConsolidation. =650 \0$aMoisture content. =650 \0$aPlastic concrete. =650 \0$aPressure increment. =650 \0$aSoil mechanics analogy. =650 \0$aMoisture. =650 \0$aCondensation. =650 14$aPlastic concrete. =650 24$aSoil mechanics analogy. =650 24$aConsolidation. =650 24$aCoefficient of compressibility. =650 24$aCoefficient of consolidation. =650 24$aCoefficient of permeability. =650 24$aPressure increment. =650 24$aMoisture content. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10058J.htm =LDR 02717nab a2200565 i 4500 =001 JTE10061J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10061J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10061J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA479.S7 =082 04$a620.1/7$223 =100 1\$aSteichen, JM.,$eauthor. =245 12$aA Mathematical Description of the Elevated Temperature Flow Behavior of Type 304 Stainless Steel at High Strain Rates /$cJM. Steichen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aA mathematical description of the true stress-true strain tensile behavior of annealed Type 304 stainless steel has been completed for tests at strain rates from 3 x 10-5 to 1 x 102s-1 and temperatures from 600 to 1600°F (316 to 871°C). This description provides an accurate method for predicting deformation behavior within this temperature and strain rate region. It formulates a means of describing materials properties which can be readily factored into design, performance, and safety analyses of structural components. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTensile properties. =650 \0$aDeformation behavior. =650 \0$aElevated temperature. =650 \0$aAnalytical description. =650 \0$aStrain rate sensitivity. =650 \0$aType 304 stainless steel. =650 \0$aStainless steel. =650 \0$aChrome-nickel steel. =650 \0$aCorrosion resistant alloys. =650 14$aAnalytical description. =650 24$aType 304 stainless steel. =650 24$aDeformation behavior. =650 24$aTensile properties. =650 24$aElevated temperature. =650 24$aStrain rate sensitivity. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10061J.htm =LDR 02969nab a2200697 i 4500 =001 JTE10053J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10053J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10053J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS180.5 =082 04$a629.225$223 =100 1\$aKalcheff, IV.,$eauthor. =245 12$aA Test Procedure for Determining the Resilient Properties of Granular Materials /$cIV. Kalcheff, RG. Hicks. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe resilient response of highway materials has generally been considered to be a function of intensity, number, duration, and frequency of the stresses to which it has been subjected. To date, little research has been conducted to show the effects of these factors on the response of paving materials and from what has been done, the observed behavior varies from material to material. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGranular bases. =650 \0$aTriaxial creep. =650 \0$aCrushed stone bases. =650 \0$aDuration of loading. =650 \0$aSequence of loading. =650 \0$aElastic deformations. =650 \0$aFrequency of loading. =650 \0$aMagnitude of loading. =650 \0$aPermanent deformation. =650 \0$aLoad deformation of bases. =650 \0$aLoading and unloading. =650 \0$aMaterials handling. =650 14$aResilient properties of bases. =650 24$aGranular bases. =650 24$aCrushed stone bases. =650 24$aLoad deformation of bases. =650 24$aRepetitive loading equipment. =650 24$aFrequency of loading. =650 24$aDuration of loading. =650 24$aSequence of loading. =650 24$aMagnitude of loading. =650 24$aTests for repetitive (dynamic) loading. =650 24$aTriaxial creep. =650 24$aPermanent deformation. =650 24$aElastic deformations. =700 1\$aHicks, RG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10053J.htm =LDR 02787nab a2200649 i 4500 =001 JTE10051J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10051J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10051J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS227 =082 04$a671.5/2$223 =100 1\$aTang, WH.,$eauthor. =245 10$aProbabilistic Updating of Flaw Information /$cWH. Tang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe prediction and control of flaws in welds occupy an important role in design against fatigue and fracture failure. However, the present NDT devices can detect only a fraction of the flaws and they do not give the actual size of flaws detected. Using Bayes Theorem, a framework is proposed whereby distributions of flaw size and density are updated from NDT inspection data and the level of repair. The concept is equivalent to a filtering process where the detectability function of the NDT device acts as the filter. The information derived will help planning of NDT inspection programs and consistent code specifications. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlaws. =650 \0$aCracks. =650 \0$aFatigue. =650 \0$aFracture. =650 \0$aInspection. =650 \0$aReliability. =650 \0$aBayes theorem. =650 \0$aProbability theory. =650 \0$aStatistical analysis. =650 \0$aWelding. =650 \0$aManufacturing processes. =650 14$aBayes theorem. =650 24$aCracks. =650 24$aFatigue. =650 24$aFlaws. =650 24$aFracture. =650 24$aInspection. =650 24$aNDT method. =650 24$aProbability theory. =650 24$aReliability. =650 24$aStatistical analysis. =650 24$aWelding. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10051J.htm =LDR 02966nab a2200637 i 4500 =001 JTE10054J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10054J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10054J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS590 =082 04$a631.4/05$223 =100 1\$aKhera, RP.,$eauthor. =245 12$aA Laboratory Method of Preparing Isotropic Samples of Clay /$cRP. Khera. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aA method of preparing isotropic clay soil samples in the laboratory is given, where consolidation is accomplished under hydrostatic pressure. Direct shear tests were performed on specimens trimmed at different inclinations to the physical horizontal from the block samples prepared by this method. The ratio of undrained shear strengths in any direction to that in the vertical direction was found to be practically equal to one. Similar tests performed on specimens trimmed from samples of the same clay consolidated one-dimensionally showed this ratio to be maximum for horizontally trimmed specimens. Thus, for laboratory investigation, where isotropic test specimens are desired, soil samples should be consolidated hydrostatically and not one-dimensionally as the latter yields anisotropic samples. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrain. =650 \0$aTesting. =650 \0$aIsotropy. =650 \0$aAnisotropy. =650 \0$aShear stress. =650 \0$aConsolidation. =650 \0$aSoil mechanics. =650 \0$aSoil (material) =650 \0$aHydrostatic stress. =650 \0$aSoils. =650 \0$aVegetable mold. =650 \0$aAgricultural resources. =650 14$aConsolidation. =650 24$aHydrostatic stress. =650 24$aShear stress. =650 24$aStrain. =650 24$aAnisotropy. =650 24$aIsotropy. =650 24$aSoil (material) =650 24$aSoil mechanics. =650 24$aTesting. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10054J.htm =LDR 04185nab a2200589 i 4500 =001 JTE12647 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12647$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12647$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1185 =082 04$a671.3/5$223 =100 1\$aGlaser, R.,$eauthor. =245 10$aData Supporting ASTM Method D 7049-04, for Determination of Metalworking Fluids /$cR. Glaser, R. Kurimo, C. Neumeister, S. Shulman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aData are presented to support a modified ASTM sampling and analytical method-D 7049-04-for metal working fluids (MWFs). The modified method replaces ASTM method PS42-97, a gravimetric procedure that employs a ternary blend of methanol, dichloromethane, and toluene to separate the MWF from cosampled particulate. The revised method is also a gravimetric procedure that employs the ternary blend as well as a binary blend of methanol and water to remove MWF from insoluble particulate collected on polytetrafluoroethylene (PTFE) filters. The method has been evaluated at the National Institute for Occupational Safety and Health (NIOSH) by spiking known aliquots of five MWFs-one straight, one soluble, one semisynthetic, and two synthetic-onto PTFE filters, and extracting them after 24 h of storage with the ternary and binary blends. Samples were spiked at the following levels: straight: 230-940 ?g; soluble: 260-1130 ?g; semisynthetic: 64-260 ?g; synthetic I: 110-480 ?g; and synthetic II: 90-372 ?g. Limits of quantitation, computed from blanks carried through the analysis, were determined to be 73 ?g and 80 ?g, respectively, for the total-weight and extracted-weight procedures. On average, fractions extracted (weight recovered/weight spiked) for all fluids for all levels tested exceeded 0.94. Pooled estimates of the coefficients of variation of analysis over all samples tested were 0.043 for the total weight samples and 0.046 for the extracted weights. The extraction efficiencies for all five fluids were also tested by analysis of the binary blend extracts for characteristic marker elements in each fluid. Only for the lone ternary blend insoluble fluid were definitive marker element results obtained, with between 60 % (potassium) and 100 % (phosphorus) of two marker elements extracted. The extractability of tobacco smoke particulate and polycyclic aromatic hydrocarbons (PAHs) from the PTFE filters is also addressed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSpiking study. =650 \0$aMetals analysis. =650 \0$aAnalytical method. =650 \0$aMachining$vHandbooks, manuals, etc. =650 \0$aMetal-work$vHandbooks, manuals, etc. =650 \0$aMachining. =650 \0$aMetal-work. =650 \0$aMetalworking Fluids. =650 14$aMetalworking fluids. =650 24$aAnalytical method. =650 24$aASTM Method D 7049-04. =650 24$aSpiking study. =650 24$aLimits of detection and quantitation. =650 24$aMetals analysis. =700 1\$aKurimo, R.,$eauthor. =700 1\$aNeumeister, C.,$eauthor. =700 1\$aShulman, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12647.htm =LDR 02941nab a2200493 i 4500 =001 JTE12338 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12338$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12338$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a620.1/127$223 =100 1\$aRao, S.,$eauthor. =245 10$aNondestructive Testing of Concrete Pavements for Characterization of Effective Built-In Curling /$cS. Rao, JR. Roesler. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aDifferential expansion and contraction between the top and bottom of a concrete slab results in curling. Curling affects slab stresses and deflections and is an important component of any mechanistic-empirical design procedure for concrete pavements. Although some curling is caused by temperature and moisture gradients that fluctuate daily, a significant portion of the curling can be attributed to the combined effects of nonlinear "built-in" temperature gradients, irreversible shrinkage, and creep, which can be represented by an effective built-in temperature difference (EBITD). A procedure for estimating EBITD of in situ slabs using a falling-weight deflectometer and a finite-element program is presented. This procedure was used to estimate EBITD for instrumented slabs at Palmdale and Ukiah, California. Differences in restraints (from adjacent slabs, shoulder, base friction) and variability in concrete material properties resulted in EBITDs ranging from -5°C to greater than -30°C. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConcrete pavement. =650 \0$aNondestructive testing. =650 \0$aQuality control. =650 \0$aEngineering inspection. =650 14$aConcrete pavement. =650 24$aTemperature and moisture curling. =650 24$aFalling weight deflectometer. =650 24$aNondestructive testing. =700 1\$aRoesler, JR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12338.htm =LDR 02967nab a2200517 i 4500 =001 JTE12481 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12481$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12481$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5429 =082 04$a658.7/81$223 =100 1\$aFourati, W.,$eauthor. =245 10$aMedical Image Denoising Using Wavelet Thresholding /$cW. Fourati, F. Kammoun, MS. Bouhlel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aIn medical images, noise suppression is a particularly delicate and difficult task. A tradeoff between noise reduction and the preservation of actual image features has to be made in a way that enhances the diagnostically relevant image content. The method of wavelet thresholding has been used extensively for denoising medical images. The idea is to transform the data into the wavelet basis, in which the large coefficients are mainly the signal and the smaller ones represent the noise. By suitably modifying these coefficients, the noise can be removed from the data. In this paper, we evaluate several two-dimensional denoising procedures using medical test images corrupted with additive Gaussian noise. Our results, using the peak-signal-to-noise ratio as a measure of the quality of denoising, show that the NormalShrink method outperforms the other wavelet-based techniques (VisuShrink, BayesShrink). We also demonstrate that garrote shrinkage offers advantages over both hard and soft shrinkage. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMedical image. =650 \0$aGarrote shrinkage. =650 \0$aBreakage, shrinkage, etc (Commerce) =650 \0$aWavelet thresholding. =650 \0$aImage denoising. =650 14$aWavelet thresholding. =650 24$aImage denoising. =650 24$aGarrote shrinkage. =650 24$aMedical image. =700 1\$aKammoun, F.,$eauthor. =700 1\$aBouhlel, MS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12481.htm =LDR 02790nab a2200589 i 4500 =001 JTE11885 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11885$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11885$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC228.2 =082 04$a006.454$223 =100 1\$aLi, S.,$eauthor. =245 10$aConsiderations in Developing a Network Pavement Inventory Friction Test Program for a State Highway Agency /$cS. Li, K. Zhu, S. Noureldin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aA network pavement inventory friction test program should consist of three parts: testing system calibration and performance verification, friction testing, and data management. The friction testing system must be calibrated and its performance must be verified before test seasons and whenever significant changes have occurred. Friction testing should be conducted annually on interstates. Test frequency for other routes may be reduced. Also, friction testing should be conducted consistently in the driving lane. Test intervals should be large enough for the operator to adjust test speed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTest tire. =650 \0$aTest speed. =650 \0$aTest frequency. =650 \0$aSeasonal variation. =650 \0$aFriction test track. =650 \0$aFriction requirement. =650 \0$aFundamental frequency. =650 \0$aSignal processing. =650 14$aNetwork inventory friction testing. =650 24$aFriction test track. =650 24$aTest frequency. =650 24$aTest tire. =650 24$aTest speed. =650 24$aSeasonal variation. =650 24$aFriction requirement. =700 1\$aZhu, K.,$eauthor. =700 1\$aNoureldin, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11885.htm =LDR 03678nab a2200553 i 4500 =001 JTE12668 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12668$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12668$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.C43 =082 04$a620.1/404292$223 =100 1\$aVerrilli, MJ.,$eauthor. =245 10$aHoop Tensile Properties of Ceramic Matrix Composite Cylinders /$cMJ. Verrilli, JA. DiCarlo, A. Calomino, HM. Yun, TR. Barnett. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aTensile stress-strain properties in the hoop direction were obtained for 100-mm diameter ceramic matrix composite cylinders using ring specimens machined from the cylinder ends. The silicon carbide fiber-reinforced silicon carbide matrix composite (SiC/SiC) cylinders were fabricated from 2D balanced SiC fabric with several material variants, including wall thickness (6, 8, and 12 plies), SiC fiber type (Sylramic, Sylramic-iBN, Hi-Nicalon, and Hi-Nicalon S), fiber sizing type, and matrix type (full CVI SiC, and partial CVI SiC plus slurry cast + melt-infiltrated SiC-Si). Cloth ply splices existed in all the hoops. Tensile hoop measurements were made at room temperature and 1200°C using hydrostatic ring test facilities. Room temperature hoop strengths for the various cylinders were generally similar and at 1200°C, ultimate strengths and strains of the hoops were about 70 % of their room temperature values, and elastic moduli were about 90-100 % of their room temperature values. The hoop properties are compared with in-plane data measured on flat panels using same material variants, but containing no splices. A lower strength and failure strain of hoops compared to panels was observed and was due to a stress concentration associated with the cloth splice geometry. The failure mode of the hoops, determined through microstructural examination, revealed that a fracture surface always existed at the cloth ply splice on the inner diameter of the failed specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMechanical properties. =650 \0$aSilicon carbide fibers. =650 \0$aCeramic matrix composite. =650 \0$aCeramic materials$xMechanical properties. =650 \0$aCeramic-matrix composites$xMechanical properties. =650 \0$aComposite structures. =650 14$aCeramic matrix composite. =650 24$aSilicon carbide fibers. =650 24$aComposite structures. =650 24$aMechanical properties. =700 1\$aDiCarlo, JA.,$eauthor. =700 1\$aCalomino, A.,$eauthor. =700 1\$aYun, HM.,$eauthor. =700 1\$aBarnett, TR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12668.htm =LDR 02598nab a2200565 i 4500 =001 JTE12650 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12650$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12650$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA357.5.C38 =082 04$a620.1064$223 =100 1\$aMeged, Y.,$eauthor. =245 10$aThermal Control of the Test Liquid in Vibratory Cavitation Erosion Tests /$cY. Meged. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aImplosion of vaporous cavities is exothermal, thereby heating the cavitating liquid. In vibratory cavitation erosion (VCE) tests the erosion rate increases with test liquid temperature. In order to obtain the erosive properties of a given material at a given temperature, it is necessary to control the test liquid temperature. The prevailing ASTM standard specifies cooling of the test liquid, and allows a maximal temperature rise of 4°C during the VCE test. However, cooling alone does not ensure the required uniformity of test liquid temperature near the specimen. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMixing unit. =650 \0$aTest liquid. =650 \0$aCooling unit. =650 \0$aHeating unit. =650 \0$aTest specimen. =650 \0$aCavitation. =650 \0$aCavitationerosion. =650 \0$aThermal control. =650 14$aThermal control. =650 24$aVibratory cavitation erosion. =650 24$aTest liquid. =650 24$aTest specimen. =650 24$aCooling unit. =650 24$aHeating unit. =650 24$aMixing unit. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12650.htm =LDR 03488nab a2200541 i 4500 =001 JTE12507 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12507$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12507$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA403.6 =082 04$a624.1/8$223 =100 1\$aMukhopadhyaya, P.,$eauthor. =245 10$aUse of the Modified Cup Method to Determine Temperature Dependency of Water Vapor Transmission Properties of Building Materials /$cP. Mukhopadhyaya, MK. Kumaran, J. Lackey. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThis paper describes a modified cup method and its application to investigate the effects of temperature on the water vapor transmission (WVT) properties of building materials. The modified cup method is a simple and versatile technique that allows the user to vary the temperature condition of the test without altering the relative humidity. Two commonly used building materials considered in this study were fiberboard and gypsum board. The five temperature levels under consideration were between 7°C and 43°C. The WVT properties were measured at 50 % average relative humidity. The results obtained from these tests are critically analyzed and reported in this paper. These results demonstrate that there is a steady exponential increase of WVT rate, through both the materials tested, with temperature. However, water vapor permeability (WVP) through the materials shows no significant change due to the variation of temperature between 7 and 43°C. The general observations made in this study confirm that the modified cup method could be used reliably to measure WVT properties of building materials. Detailed analysis of the test results also reaffirms the fact that, for fiberboard and gypsum board, at 50 % average relative humidity condition, the WVP is not dependent on the temperature condition. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModified cup method. =650 \0$aTemperature dependency. =650 \0$aWater vapor permeability. =650 \0$aBuilding materials. =650 \0$aBuilding materials$xEffect of temperature on. =650 \0$aCivil engineering. =650 \0$aWater Vapor Transmission. =650 14$aModified cup method. =650 24$aWater vapor transmission. =650 24$aTemperature dependency. =650 24$aWater vapor permeability. =700 1\$aKumaran, MK.,$eauthor. =700 1\$aLackey, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12507.htm =LDR 02525nab a2200541 i 4500 =001 JTE12060 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12060$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12060$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS300 =082 04$a658/.96/9105$223 =100 1\$aKieselbach, R.,$eauthor. =245 10$aSize Effect in Strain Limits of Medium Strength Steel /$cR. Kieselbach, R. Krieg. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe test results of a larger research project on the strain at failure for a diversity of steel specimens and parameters were evaluated with respect to the influence of the volume of the specimens. The evaluation was based on the statistical Weibull distribution. It could be shown that a clear influence of specimen volume on limit strains is present also in steel and that the effect can be described by a Weibull two-parameter function. The results indicate that limit strains are dependent on one-dimensional parameters such as length or thickness rather than on three-dimensional volume. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteel. =650 \0$aWeibull. =650 \0$aDuctility. =650 \0$aSize effect. =650 \0$aStrain limit. =650 \0$aSteel$vPeriodicals. =650 \0$aIndustrial management. =650 14$aDuctility. =650 24$aWeibull. =650 24$aSize effect. =650 24$aStrain limit. =650 24$aSteel. =700 1\$aKrieg, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12060.htm =LDR 03337nab a2200637 i 4500 =001 JTE12343 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12343$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12343$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aMeegoda, JN.,$eauthor. =245 10$aEstimation of Surface Macrotexture in Hot Mix Asphalt Concrete Pavements Using Laser Texture Data /$cJN. Meegoda, GM. Rowe, AA. Jumikis, CH. Hettiarachchi, N. Bandara, NC. Gephart. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThis paper describes development of an automated technology to quantify surface segregation seen during construction of hot mix asphalt concrete pavements. Segregation manifested on the surface produces nonuniform surface macrotecture. A laser-based system was used for detection of nonuniform surface macrotexture caused by segregation. Two segregated test sections and a control test section were tested to evaluate the laser texture method. Laser texture data were gathered from three sites, and sand patch and nuclear density tests were performed at 25 ft (7.62 m) intervals along three sections. In addition to the above, visual surveys were performed to confirm the measurements. Based on the test results, it was found that the nuclear density test could not be used to detect surface segregation but it could be used as a confirmation test. Test results from the control section were used to establish a correlation between the sand patch tests and the laser texture data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAir voids. =650 \0$aSand patch. =650 \0$aSegregation. =650 \0$aNuclear density. =650 \0$aAsphalt pavement. =650 \0$aLaser texture data. =650 \0$aSurface macrotexture. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aSurface macrotexture. =650 24$aSegregation. =650 24$aAir voids. =650 24$aNuclear density. =650 24$aLaser texture data. =650 24$aSand patch. =650 24$aAsphalt pavement. =700 1\$aRowe, GM.,$eauthor. =700 1\$aJumikis, AA.,$eauthor. =700 1\$aHettiarachchi, CH.,$eauthor. =700 1\$aBandara, N.,$eauthor. =700 1\$aGephart, NC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12343.htm =LDR 02716nab a2200529 i 4500 =001 JTE12309 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12309$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12309$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC481 =082 04$a539.7/222$223 =100 1\$aKajiwara, G.,$eauthor. =245 10$aImprovement to X-ray Piping Diagnostic System through Simulation (Measuring Thickness of Piping Containing Rust) /$cG. Kajiwara. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aAn X-ray piping diagnostic system was developed more than ten years ago. It was used to evaluate old piping in buildings and to calculate the remaining years of functional use. It was originally developed for application to corroded pipes without rust because there was no way of calculating the remaining thickness. However, by using a new simulation code EGS4 it has become possible to calculate the true thickness of steel pipes containing rust and the actual number of years of practical use remaining. Each factor of X-ray radiography was simulated and each absorbed energy was obtained. Using this result, combinations of steel and rust for the same absorbed energy were classified. Experimental measurements of steel thickness were done with about 90 % precision. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aX-rays. =650 \0$aSimulation. =650 \0$aRemaining years. =650 \0$aNondestructive inspection. =650 \0$aRadiation. =650 14$aNondestructive inspection. =650 24$aX-rays. =650 24$aPipe. =650 24$aRust. =650 24$aRemaining years. =650 24$aEGS4. =650 24$aSimulation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12309.htm =LDR 02528nab a2200541 i 4500 =001 JTE11974 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11974$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11974$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.84 =082 04$a620.1/127$223 =100 1\$aFatzinger, EC.,$eauthor. =245 10$aLow Proof Load Prediction of Ultimate Loads of Fiberglass/Epoxy Resin I-Beams Using Acoustic Emission /$cEC. Fatzinger, EVK Hill. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aAcoustic emission (AE) nondestructive testing was used to monitor fiberglass/epoxy I-beams. The experiment consisted of loading the I-beams in cantilever fashion with a hydraulic ram. While testing, AE waveforms were collected from the onset of loading to failure. After acquisition, the AE data from each test were filtered to include only data collected up to 50 % of the theoretical ultimate load for further analysis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aUltimate load. =650 \0$aLoad prediction. =650 \0$aNondestructive testing. =650 \0$aAcoustic emission. =650 \0$aAcoustic emission testing. =650 14$aAcoustic emission. =650 24$aNondestructive testing. =650 24$aUltimate load. =650 24$aLoad prediction. =650 24$aKohonen self-organizing map. =650 24$aMultiple linear regression analysis. =650 24$aBack-propagation neural network. =700 1\$aHill, EVK,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11974.htm =LDR 02995nab a2200481 i 4500 =001 JTE20140483 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1609-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140483$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aAM7 =082 04$a069$223 =100 1\$aChin-Tsai, Lin,$eauthor. =245 10$aEvaluating the Perceived Relational Benefits of Travel Agents on Managing Relationships With National Tourism Organization Abroad Offices :$bAn Empirical Study /$cLin Chin-Tsai, Goay Yeok-How. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b60 =520 3\$aEvaluating the perceived relational benefits of travel agents on managing relationships with national tourism organization (NTO) abroad offices is crucial because travel agents are a critical factor for the competitiveness of NTO abroad offices. Firstly, this study used focus group discussions to determine the criteria of perceived relational benefits of travel agents on managing relationships with NTO abroad offices. An analytic hierarchy process (AHP) model was then used to evaluate the weights of the criteria. Finally, this study examined and identified the overall global scores of perceived relational benefits of travel agents on different types of NTO abroad offices in Taiwan. The study contributed a theoretical framework and systematic model for evaluating the perceived relational benefits of travel agents on maintaining relationships with NTO abroad offices to enhance competitiveness; the theoretical framework and model are highly applicable for academic and practical use. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRelational benefits. =650 \0$aTravel agent. =650 \0$aAgent (Philosophy) =650 14$aNational tourism organization abroad office. =650 24$aTravel agent. =650 24$aAHP. =650 24$aRelational benefits. =700 1\$aYeok-How, Goay,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 5 Special Issue on: Quality and Statistics.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140483.htm =LDR 02618nab a2200481 i 4500 =001 JTE20160012 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1609-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160012$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD30.23 =082 04$a624.0151$223 =100 1\$aLin, C.-T.,$eauthor. =245 10$aEvaluating Travel Risks From the Freelancer Perspective /$cC.-T. Lin, S.-C. Hsu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b45 =520 3\$aThis study developed an evaluation model for addressing the travel risk of freelancers in group package tours (GPTs) to extend the existing literature regarding travel risk. A focus-group method was used to generate sample items, and an analytic hierarchy process (AHP) approach was used to develop and validate a model for evaluating the travel risk of freelancers. Based on expert opinions, the travel risks of freelancers were identified and categorized as financial, transportation, social, hygiene, scenic spot, and general risks. Based on the findings, the results of this study may be useful to freelancers in the tourism industry in Taiwan and in other countries. Implications for management and future research are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFreelancer. =650 \0$aTravel risk. =650 \0$aGroup package tour (GPT) =650 14$aTravel risk. =650 24$aFreelancer. =650 24$aAnalytic hierarchy process (AHP) =650 24$aGroup package tour (GPT) =700 1\$aHsu, S.-C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 5 Special Issue on: Quality and Statistics.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160012.htm =LDR 03427nab a2200529 i 4500 =001 JTE20150038 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1609-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150038$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD38.5 =082 04$a658.5$223 =100 1\$aChang, Kuei-Hu,$eauthor. =245 12$aA Novel General Approach for Solving a Supplier Selection Problem /$cKuei-Hu Chang, Kai Chain, Ta-Chun Wen, Gino K. Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b32 =520 3\$aDue to the progress of information technology and the era of globalization, supply chain management (SCM) is now the key activity to obtaining and maintaining the competitive advantage of firms in the global competitive environment. In order to maximize total supply chain profitability, supplier selection plays a very important role in supply chain management. However, the supplier selection process is a complex multiple-criteria decision making (MCDM) problem where both qualitative and quantitative aspects need to be considered. Moreover, there are many unknown, partly known, missing, or inexistent data in the process of collecting data from the supplier selection, increasing the difficulty of supplier selection. It cannot be fully solved by the traditional analytical hierarchy process (AHP) method. Therefore, this study integrated the AHP and the soft set approach for solving the supplier selection problem. The advantage of this proposed method in research is that it has not lost any expertise in providing useful information. A numerical example of the application was also presented. This study compared the results with the traditional AHP method for dealing with incomplete data. The results of the comparison showed that the approaches presented in this paper are preferable in terms of reflecting practical feasibility. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSoft set. =650 \0$aSupplier selection. =650 \0$aSupply chain management. =650 \0$aBusiness logistics. =650 \0$aIndustrial procurement. =650 14$aAnalytic hierarchy process. =650 24$aSupplier selection. =650 24$aSoft set. =650 24$aSupply chain management. =700 1\$aChain, Kai,$eauthor. =700 1\$aWen, Ta-Chun,$eauthor. =700 1\$aYang, Gino K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 5 Special Issue on: Quality and Statistics.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150038.htm =LDR 03806nab a2200505 i 4500 =001 JTE20140397 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1609-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140397$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBF448 =082 04$a153.4/4$223 =100 1\$aWang, Yu-Jie,$eauthor. =245 10$aApplying Fuzzy Similarities Between Evaluation Alternatives and Extreme Solutions for Fuzzy Multi-Criteria Decision-Making /$cYu-Jie Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b71 =520 3\$aMany researchers generalize classical multi-criteria decision-making (MCDM) methods under fuzzy environment into fuzzy multi-criteria decision-making (FMCDM) for solving decision-making problems, such as the approaches of Chen, Liang, Raj and Kumar, Wang, and Wang et al. However, some problems occurred in the approaches above. For instance, the intersection of fuzzy numbers is a null set, the calculation for pooled fuzzy numbers is complex work, or the criteria values of anti-ideal/ideal solutions or lower/upper boundaries may not exist in feasible alternatives. In addition, there are too many computation steps to be realized and utilized for decision-makers. Recently, Wang proposed a method-associating technique for order preference by similarity to ideal solution (TOPSIS) with a relative preference relation to solve the above drawbacks of FMCDM. Wang resolved most of the problems with the above approaches, but we still desired to develop a method that was simpler than Wang's on computation. Therefore, we proposed an FMCDM method applying fuzzy similarities between evaluation alternatives and extreme solutions in this paper. The fuzzy similarities between evaluation alternatives and extreme solutions are based on a similarity relation between two fuzzy numbers, and this similarity relation was converted from Lee's extended preference relation. With the fuzzy similarities between evaluation alternatives and extreme solutions, alternative performance indices are easily yielded and then FMCDM are easily and efficiently finished in practice. Furthermore, the computation steps of FMCDM were simplified and reduced through the fuzzy similarities. Furthermore, we compared the proposed method with other methods including Wang's to demonstrate the feasibility and rationality of the method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aExtreme solutions. =650 \0$aPerformance indices. =650 \0$aSimilarity relation. =650 \0$aBesluitvorming. =650 \0$aIntuition. =650 14$aExtreme solutions. =650 24$aFMCDM. =650 24$aFuzzy similarities. =650 24$aPerformance indices. =650 24$aSimilarity relation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 5 Special Issue on: Quality and Statistics.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140397.htm =LDR 03000nab a2200613 i 4500 =001 JTE20150116 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1609-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150116$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a620.1/123$223 =100 1\$aOkasha, Hassan M.,$eauthor. =245 12$aA New Family of Quadratic Hazard Rate-Geometric Distributions With Reliability Applications /$cHassan M. Okasha, M. Kayid, M. A. Abouammoh, I. Elbatal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aThis paper introduced the generalized quadratic hazard rate distribution. This new distribution generalizes several well-known distributions such as generalized exponential, generalized Rayleigh, and generalized linear hazard rate. Some statistical and reliability properties of the new distribution were discussed. The maximum likelihood estimates of its unknown parameters were obtained by simulation. The proposed model and other derived results were utilized for fitting real data set and it was shown that the new distribution provided a better fit than some other known distributions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOrder statistics. =650 \0$aMean residual life. =650 \0$aStochastic ordering. =650 \0$aBathtub failure rate. =650 \0$aMean inactivity time. =650 \0$aGeometric distribution. =650 \0$aReliability applications. =650 \0$aResidual stresses. =650 14$aGeometric distribution. =650 24$aBathtub failure rate. =650 24$aMean residual life. =650 24$aMean inactivity time. =650 24$aStochastic ordering. =650 24$aOrder statistics. =650 24$aMaximum likelihood estimation. =650 24$aReliability applications. =700 1\$aKayid, M.,$eauthor. =700 1\$aAbouammoh, M. A.,$eauthor. =700 1\$aElbatal, I.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 5 Special Issue on: Quality and Statistics.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150116.htm =LDR 02966nab a2200529 i 4500 =001 JTE20150141 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1609-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150141$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHB135 =082 04$a330/.01/5118$223 =100 1\$aCai, J.,$eauthor. =245 10$aAnalysis of Masked Data in a Series System Subjected to Sources of Shocks Under Type I Progressive Hybrid Censoring /$cJ. Cai, Y. Shi, B. Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aIn this paper, we consider the statistical analysis of masked data based on the fatal shock model under type I progressive hybrid censoring. It is assumed that the time of shock follows Weibull distribution. Maximum-likelihood estimators for the unknown parameters are obtained by solving a one-dimensional optimization problem. Approximate maximum-likelihood estimators have been proposed based on a Taylor series expansion, and they have explicit expressions. In addition, the Bayesian approach, combined with Gibbs sampling, are developed based on the assumption that the shape parameter has a log-concave function, and for the given shape parameter, the scale parameters have Gamma-Dirichlet priors. Finally, Monte Carlo simulations are performed to compare the performances of the proposed methods under different progressive censoring schemes and masking levels. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMasked data. =650 \0$aGibbs sampling. =650 \0$aFatal shock model. =650 \0$aSampling (Statistics) =650 \0$aHeteroscedasticity. =650 14$aMasked data. =650 24$aFatal shock model. =650 24$aType I progressive hybrid censoring. =650 24$aApproximate maximum likelihood. =650 24$aGibbs sampling. =700 1\$aShi, Y.,$eauthor. =700 1\$aLiu, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 5 Special Issue on: Quality and Statistics.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150141.htm =LDR 02781nab a2200493 i 4500 =001 JTE20150372 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1609-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150372$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD30.28 =082 04$a658.4/012$223 =100 1\$aChang, S. -C.,$eauthor. =245 10$aHybrid e-Book Business Strategy-Evaluation Model Using Fuzzy Multiple Criteria Analysis /$cS. -C. Chang, P. -H. Tsai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b37 =520 3\$aEvaluation of the e-book business strategy model is a critical problem and it plays a significant role in the success of e-book firm development. On the other hand, selecting the most appropriate e-book business strategy model among a pool of alternatives is a multiple criteria decision-making (MCDM) problem. Therefore, this study proposed a hybrid evaluation model based on the decision-making trial and evaluation laboratory (DEMATEL), fuzzy analytic network process (FANP), and the complex proportional assessment (COPRAS) method to help managers with the evaluation of proper business strategy model in a fuzzy environment, where the fuzziness and uncertainties are handled with linguistic terms parameterized by triangular fuzzy numbers (TFNs). The final results show the capability and effectiveness of the hybrid model. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBusiness$xManagement. =650 \0$aBusiness strategy. =650 \0$aInternational business. =650 14$aE-book. =650 24$aFuzzy multiple criteria analysis. =650 24$aDEMATEL. =650 24$aCOPRAS. =650 24$aBusiness strategy. =700 1\$aTsai, P. -H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 5 Special Issue on: Quality and Statistics.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150372.htm =LDR 03252nab a2200481 i 4500 =001 JTE20140326 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1609-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140326$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK5103.7 =082 04$a621.382$223 =100 1\$aWang, Yu-Jie,$eauthor. =245 10$aPerformance Evaluation of International Container Ports in Taiwan and Neighborhood Area by Weakness and Strength Indices of FMCDM /$cYu-Jie Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aInternational trade for economic development is one of important articles in many countries. Additionally, intermodal transportation and global logistics in international trade are essential practices, and the important connection between the two is international container ports. For Taiwan and neighboring areas, the cargo loadings of intermodal transportation and global logistics have increased now, and thus international container ports with high performance are critical. In this paper, we evaluated performance of 12 international container ports including Hong Kong, Shanghai, Kaohsiung, Shenzhen, Singapore, Tokyo, Pusan, Klang, Manila, Laem Chabang, Oingdao, and Tanjung Priok in Taiwan and neighboring areas on 13 criteria: tug boat operation, untwisting rope operation, pilot operation, stevedoring efficiency, low damage rate for goods, awaiting unloading, working and service flexibility, application service process, service personnel ability, service personnel attitude, advisory services, harbor rates and stevedoring rates by fuzzy multi-criteria decision-making(FMCDM) with weakness, and strength indices. Through the FMCDM, we effectively and efficiently evaluated the performance problem of the 12 international container ports in Taiwan and neighboring areas. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrength index. =650 \0$aWeakness index. =650 \0$aPerformance evaluation. =650 14$aInternational container ports. =650 24$aPerformance evaluation. =650 24$aStrength index. =650 24$aTaiwan and neighborhood area. =650 24$aWeakness index. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 5 Special Issue on: Quality and Statistics.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140326.htm =LDR 02493nab a2200493 i 4500 =001 JTE20140429 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1609-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140429$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS156.8 =082 04$a658.5/62/015195$223 =100 1\$aSrinivasa Rao, B.,$eauthor. =245 10$aVariable Limits and Control Charts Based on the Half Normal Distribution /$cB. Srinivasa Rao, C. Srinivasa Kumar, K. Rosaiah. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThe well-known variable control charts for mean and range of sub-groups for the half normal distribution were constructed by three different approaches. One from the first principles of using percentiles of the sampling distribution of the sample mean and sample range, the second from Shewhart control limits, and the third approach was a skewness correction procedure depending on the skewness coefficient. The coverage probabilities of the three different approaches were computed through simulation and compared. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEqui-tailed. =650 \0$aMost probable. =650 \0$aCharts, diagrams, etc. =650 \0$aProcess control$xStatistical methods. =650 14$aMost probable. =650 24$aEqui-tailed. =650 24$aHND. =700 1\$aSrinivasa Kumar, C.,$eauthor. =700 1\$aRosaiah, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 5 Special Issue on: Quality and Statistics.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140429.htm =LDR 02842nab a2200541 i 4500 =001 JTE20140478 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1609-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140478$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC175.16.P5 =082 04$a530.4/14$223 =100 1\$aYazdi, Ahmad Ahmadi,$eauthor. =245 10$aDevelopment of an Optimal Design for Conforming Run Length Sampling Methods in the Presence of Inspection Errors /$cAhmad Ahmadi Yazdi, Mohammad Saber Fallah Nezhad, Davood Shishebori, Ali Mostafaeipour. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aIn this research, a new sampling system was introduced based on the concept of conforming run length. The inspection error was considered in the proposed model as well. This methodology was based on Markov modeling and a negative binomial distribution. The proposed sampling system was compared with classical sampling methods such as the Dodge-Romig single sampling plan based on average outgoing quality limit (AOQL) in the presence of inspection errors. The superiority of the proposed method for larger values of lot sizes and process average was denoted using a comparison study. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMarkov model. =650 \0$aInspection error. =650 \0$aIsing model. =650 \0$aLattice theory. =650 \0$aMarkov processes. =650 14$aDodge-Romig single sampling plan. =650 24$aAverage outgoing quality limit (AOQL) =650 24$aRun length of conforming items. =650 24$aMarkov model. =650 24$aInspection error. =700 1\$aFallah Nezhad, Mohammad Saber,$eauthor. =700 1\$aShishebori, Davood,$eauthor. =700 1\$aMostafaeipour, Ali,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 5 Special Issue on: Quality and Statistics.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140478.htm =LDR 03192nab a2200529 i 4500 =001 JTE20150095 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1609-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150095$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD30.23 =082 04$a338.5$223 =100 1\$aLin, Chin-Tsai,$eauthor. =245 10$aUsing the Fuzzy TODIM Method as a Decision Making Support Methodology for House Purchasing /$cChin-Tsai Lin, Chuan Lee, Jun-Kun Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b41 =520 3\$aThis paper provided a model for housing prices based on a seller solving the optimal time on the market problem. House-purchasing involves activities such as making rankings, comparisons, and trade-offs among various housing characteristics. In the process of selling a house, brokerages serve an important role in coordinating between the seller and buyer. This study attempted to develop a dynamic price recommendation method for housing purchases, in which the multiple criteria decision making (MCDM) technique was applied to support the housing quality and evaluation. Based on the prospect theory of the loss aversion effect, this study used the Fuzzy TODIM method to aid the real estate broker coordinating the seller and buyer. The methods not only analyzed this phenomenon but also provided an objective view of the evaluation matrix. The results empirically analyzed the pricing strategy to map price versus quality and improve brokerage intermediation effects and then provided recommendations regarding a suitable price, decisions about negotiation strategies to reach an agreement, and the settlement of an acceptable price. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTODIM method. =650 \0$aHouse-purchase. =650 \0$aFuzzy set function. =650 \0$aUncertainty. =650 \0$aProspect Theory. =650 \0$aDecision making. =650 14$aFuzzy set function. =650 24$aHouse-purchase. =650 24$aProspect theory. =650 24$aTODIM method. =700 1\$aLee, Chuan,$eauthor. =700 1\$aLin, Jun-Kun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 5 Special Issue on: Quality and Statistics.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150095.htm =LDR 03310nab a2200589 i 4500 =001 JTE20150301 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1609-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150301$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519.2/4$223 =100 1\$aBhushan, A.,$eauthor. =245 10$aWeibull Effective Volumes, Surfaces, and Strength Scaling for Cylindrical Flexure Specimens Having Bi-Modularity /$cA. Bhushan, S. K. Panda, D. Khan, A. Ojha, K. Chattopadhyay, H. S. Kushwaha, I. A. Khan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b48 =520 3\$aThe objective of this present work was to predict the strength distribution of bi-modular cylindrical ceramic specimen from that of another based on Weibull statistical theory. In order to do so, initially, semi-analytical expression for effective volume and effective surface for the cylindrical bar loaded in flexure were derived. In addition, strength scaling ratio from one flexural loading configuration to another with various Weibull modulus was made available. Elaborate experimentation and numerical simulations was carried out to verify the analytical model. Generally, strength scaling for specimen size is dependent on whether the flaws are volume or surface distributed; however, in this study, it was observed that the ratio of strengths from any two configurations, such as three-point flexural to four-point, is independent of whether the flaws are volume or surface distributed when the cross-sectional sizes are the same. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBi-modularity. =650 \0$aEffective volume. =650 \0$aEffective surface. =650 \0$aWeibull strength scaling. =650 \0$aWeibull method. =650 \0$aDistribution (Probability theory) =650 14$aWeibull strength scaling. =650 24$aEffective volume. =650 24$aEffective surface. =650 24$aCylindrical flexure specimen. =650 24$aBi-modularity. =700 1\$aPanda, S. K.,$eauthor. =700 1\$aKhan, D.,$eauthor. =700 1\$aOjha, A.,$eauthor. =700 1\$aChattopadhyay, K.,$eauthor. =700 1\$aKushwaha, H. S.,$eauthor. =700 1\$aKhan, I. A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 5 Special Issue on: Quality and Statistics.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150301.htm =LDR 02897nab a2200505 i 4500 =001 JTE20150468 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1609-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150468$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS156 =082 04$a658.5/62$223 =100 1\$aAzam, M.,$eauthor. =245 10$aAcceptance Sampling Plan Using Successive Sampling Over Two Successive Occasions /$cM. Azam, S. Nawaz, A. Arshad, M. Aslam. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b40 =520 3\$aIn this study, a variable acceptance sampling plan (ASP) based on best linear unbiased estimator (BLUE) in successive sampling (SS) approach was designed. It was assumed that the underlying characteristic of interest follows normal distribution over the two succeeding occasions. The design of the proposed plan was presented for known and unknown sigma of normal distribution. The plan parameters were determined by using optimization approach for both situations, such that the provided consumer's and producer's risks are satisfied for the assigned values of acceptable quality level (AQL) and the limiting quality level (LQL). The efficiency of the proposed chart over the existing chart was discussed. The proposed plan was more efficient than the existing plan in terms of sample size. Industrial data were used for the application of the proposed sampling plan. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNormal distribution. =650 \0$aAcceptance Sampling Plan. =650 \0$aSuccessive sampling. =650 14$aAcceptance sampling plan. =650 24$aNormal distribution. =650 24$aSuccessive sampling. =650 24$aProducer's and consumer's risk. =700 1\$aNawaz, S.,$eauthor. =700 1\$aArshad, A.,$eauthor. =700 1\$aAslam, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 5 Special Issue on: Quality and Statistics.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150468.htm =LDR 02732nab a2200505 i 4500 =001 JTE20140313 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1609-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140313$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA276.8 =082 04$a519.5/44$223 =100 1\$aJiang, X.,$eauthor. =245 10$aEfficient and Robust Estimation of GARCH Models /$cX. Jiang, X. Song, Z. Xiong. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aGeneralized autoregressive conditional heteroscedastic (GARCH) models have been a powerful tool for modeling volatility. In this paper, we propose an efficient and robust method for estimating the parameters of GARCH models. This method involves a sequence of weights and takes a data-driven weighting scheme to maximize the asymptotic efficiency of the estimators. Under regularity conditions, we establish asymptotic distributions of the proposed estimators for a variety of heavy- or light-tailed error distributions. Simulations endorse our theoretical results. Our approach is applied to analyze the S&P 500 Composite index in the U.S. financial market and run some regression diagnostics to validate the fitted model. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsymptotic normality. =650 \0$aBahadur's representation. =650 \0$aHeteroscedasticity. =650 \0$aParameter estimation. =650 14$aAsymptotic normality. =650 24$aBahadur's representation. =650 24$aConditional heteroscedasticity. =650 24$aWeighted composite quantile regression. =700 1\$aSong, X.,$eauthor. =700 1\$aXiong, Z.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 5 Special Issue on: Quality and Statistics.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140313.htm =LDR 03587nab a2200505 i 4500 =001 JTE20140203 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1609-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140203$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBF448 =082 04$a153.4/4$223 =100 1\$aKang, Chien-Min,$eauthor. =245 14$aThe Hybrid Artificial Intelligence Model for Analyzing the Default Risk of Non-Profit Financial Intermediation /$cChien-Min Kang, Sin-Jin Lin, Lin Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b63 =520 3\$aThis study proposed a novel hybrid artificial intelligence (HAI) model that integrated the unique advantages of the synthetic minority over-sampling technique with borderline schema (Borderline-SMOTE), fuzzy rough set theory (FRST), and support vector machine (SVM), in order to predict the default probability of non-profit financial institutes (credit unions) under an imbalanced data structure. We utilized Borderline-SMOTE to overcome the class imbalance problem and employ FRST to select the important features of credit unions, feeding these representative characteristics into SVM to construct the risk assessment model. The result showed that no specific risk assessment model presented the best performance under different criteria and dissimilar environment factors. Thus, we handled model selection through a statistical examination that systematically determined a more appropriate one. The study further tackled the obscure nature of the SVM-based hybrid model and generated interpretable rules, which helped develop an interactive rule format so that decision makers can use condition attributes to predict the status of credit unions, as well as to follow the model's directions to improve their organization's capital structure. Finally, the study compared the ex-ante and ex-post decision rules established in relation to the 2007-2008 global financial crisis. The comparison could be useful for central bank governors in assessing policy implications and in formulating future policy that will ensure stability in a credit union environment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDecision making. =650 \0$aDefault risk. =650 \0$aBesluitvorming. =650 \0$aIntuition. =650 14$aNon-profit financial intermediation. =650 24$aDefault risk. =650 24$aDecision making. =650 24$aArtificial intelligence. =700 1\$aLin, Sin-Jin,$eauthor. =700 1\$aLin, Lin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 5 Special Issue on: Quality and Statistics.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140203.htm =LDR 03361nab a2200529 i 4500 =001 JTE20150357 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1609-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150357$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA297.6 =082 04$a511/.42$223 =100 1\$aPearn, W. L.,$eauthor. =245 10$aEstimation of a Modified Capability Index for Non-Normal Distributions /$cW. L. Pearn, Y. T. Tai, H. T. Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aProcess capability indices (PCIs), which are very important in quality control have been one of a numerical measure index in manufacturing processes. Index Cpk is the most popular one used in the manufacturing industry. It is applied under the assumption that the processes are normally distributed. In real-world applications, non-normal processes may occur in industries, and the index CNpk has been proposed for non-normal processes in which its exact sampling distribution is mathematically intractable. Quality practitioners commonly use the existing NCPPM (non-conformities in parts per million) table of Cpk to obtain process yields. However, the table could not be applied directly via the value of index CNpk. For the consistency of NCPPM mapping, we propose procedures to obtain the modified index C*Npk and its approximately unbiased estimator C˜*Npk for three non-normal distributions, involving Log-normal, Gamma, and Weibull distributions. The values of modified index C*Npk could be used to inquire the existing popular NCPPM table of Cpk. In addition, four bootstrap methods were used to construct the lower confidence bounds of the index C*Npk, which are useful to the practitioners for making reliable decisions regarding process performance based on process yield. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSurface fitting. =650 \0$aNon-normal process. =650 \0$aLower confidence bound. =650 \0$aProcess capability index. =650 \0$aSurface orthogonale. =650 \0$aCurve fitting. =650 14$aSurface fitting. =650 24$aNon-normal process. =650 24$aProcess capability index. =650 24$aLower confidence bound. =700 1\$aTai, Y. T.,$eauthor. =700 1\$aWang, H. T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 5 Special Issue on: Quality and Statistics.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150357.htm =LDR 02810nab a2200481 i 4500 =001 JTE20140046 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1609-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140046$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBF448 =082 04$a153.4/4$223 =100 1\$aCelik, Erkan,$eauthor. =245 12$aA New Extension of the ELECTRE Method Based Upon Interval Type-2 Fuzzy Sets for Green Logistic Service Providers Evaluation /$cErkan Celik, Alev Taskin Gumus, Melike Erdogan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b64 =520 3\$aIncrease in environmental pollution makes companies give more importance to this issue, and as such, there is a need to take into account the necessary precautions. In particular, logistics service providers who are interwoven with the environment should apply some policies to increase environmental awareness. In this paper, we extended the ELECTRE method and proposed a new methodology for handling fuzzy multi criteria decision making problems based upon interval type-2 fuzzy sets. Interval type-2 fuzzy sets provided more df to reflect the uncertainty and the fuzziness of the real applications. An empirical study was presented in order to evaluate the green logistics service providers. A sensitivity analysis was applied to discuss and evaluate the greenness of the logistic service providers. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBesluitvorming. =650 \0$aIntuition. =650 14$aGreen logistic service providers. =650 24$aMulti criteria decision making. =650 24$aInterval type-2 fuzzy sets. =650 24$aELECTRE. =700 1\$aGumus, Alev Taskin,$eauthor. =700 1\$aErdogan, Melike,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 5 Special Issue on: Quality and Statistics.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140046.htm =LDR 02963nab a2200517 i 4500 =001 JTE20150080 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1609-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150080$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA402 =082 04$a003$223 =100 1\$aChen, Jia-Yu,$eauthor. =245 10$aCost Optimization of a Single-Server Queue With Working Breakdowns Under the N Policy /$cJia-Yu Chen, Tseng-Chang Yen, Kuo-Hsiung Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aIn this paper, we considered a single-server queue with working breakdowns under the N policy. The server was subjected to working breakdowns only when there was at least one customer in the system. We developed the steady-state probabilities of the number of customers in the system as well as several system performance measures. The stability condition was derived using a probability generating function technique. We constructed the total expected cost function per unit time and formulated an optimization problem to find the minimum cost. The two-stage optimization method is implemented to determine the optimal threshold, the optimal fast service rate, and the optimal slow service rate simultaneously at minimum cost. Numerical examples were presented to illustrate the two-stage optimization method. Sensitivity analysis with numerical illustration was also presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCost optimization. =650 \0$aWorking breakdowns. =650 \0$aSensitivity analysis. =650 \0$aSystem analysis. =650 \0$aSensitivity theory (Mathematics) =650 14$aCost optimization. =650 24$aSensitivity analysis. =650 24$aTwo-stage optimization method. =650 24$aWorking breakdowns. =700 1\$aYen, Tseng-Chang,$eauthor. =700 1\$aWang, Kuo-Hsiung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 5 Special Issue on: Quality and Statistics.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150080.htm =LDR 02861nab a2200469 i 4500 =001 JTE20140363 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1609-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140363$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.16$223 =100 1\$aZanevskyy, Ihor,$eauthor. =245 10$aModels of Intra- and Interclass Correlation Test Mean-Score Reliability /$cIhor Zanevskyy, Lyudmyla Zanevska. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aA mean-score reliability of a test in a form of repeated trials with the same measurement equipment is estimated using an intraclass correlation coefficient varied within -? and 1. The research aims to outline a method of estimation of the retest mean-score reliability coefficient adequate to its theoretical model, i.e., without negative values. The idea is: (1) to include all the scores obtained in the test-retest of the group of subjects to a united sample, and (2) to estimate corresponding true scores as individual means scores and include them to another sample. A proposed reliability score coefficient is derived as a ratio of a sum of squares of the individual means scores multiplied by a number of repeated trials to a total sum of squares. The method proposed in the work brings values of the mean-score reliability coefficient into the interval defined in the classic theory of test reliability: 0 to 1. The approach is illustrated with numerical examples. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRepeated trials. =650 \0$aNegative reliability. =650 \0$aMetals$vMechanical properties. =650 14$aRepeated trials. =650 24$aNegative reliability. =650 24$aANOVA. =700 1\$aZanevska, Lyudmyla,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 5 Special Issue on: Quality and Statistics.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140363.htm =LDR 02665nab a2200517 i 4500 =001 JTE20150262 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1609-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150262$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA331 =082 04$a511.313$223 =100 1\$aWu, Chien-Wei,$eauthor. =245 10$aTesting and Ranking Multiple Wafer-Manufacturing Processes With Fuzzy-Quality Data /$cChien-Wei Wu, Mou-Yuan Liao, Chi-Wei Lin, Tzu-Ling Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aDemand for high-quality silicon wafers poses a tremendous challenge to wafer manufacturers in today's competitive environment. Among various quality-improvement activities, process capability index Cpmk is widely used in industry to measure the ability of firms or their suppliers to meet quality requirements, because measurements of product quality often cannot be precisely recorded or collected. This study uses fuzzy numbers to construct a fuzzy estimator for Cpmk. Moreover, a testing procedure and a procedure for ranking multiple processes are provided to solve the wafer-supplier-selection problem. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFuzzy numbers. =650 \0$aFuzzy quality. =650 \0$aAutomatic machinery. =650 \0$aEngineering mathematics. =650 \0$aFuzzy logic. =650 14$aProcess capability analysis. =650 24$aFuzzy numbers. =650 24$aFuzzy quality. =700 1\$aLiao, Mou-Yuan,$eauthor. =700 1\$aLin, Chi-Wei,$eauthor. =700 1\$aLin, Tzu-Ling,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 5 Special Issue on: Quality and Statistics.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150262.htm =LDR 02656nab a2200493 i 4500 =001 JTE20140493 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1609-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140493$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF1591 =082 04$a337.59$223 =100 1\$aYeh, Ming-Lang,$eauthor. =245 10$aEvaluating the Control Variable of Economic Growth by Using Extenics Theoretical Analysis /$cMing-Lang Yeh, Lai-Chu Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aSince 2001, Taiwan's economy has continued to decline alongside increased unemployment; only government expenditure has exhibited a clear upward trend. This study investigated the factors impacting on economic growth and two-way or one-way causality of the interaction influence. In addition, this study examined the problems of decision dimensions in Taiwanese government spending and economic growth. The study applied extenics by using the variables of statistical tests to identify the most crucial or influential control variable. To obtain an objective assessment, we determined data from significant estimates to determine the most crucial control factor. We obtained a successful result in this study. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aExtenics. =650 \0$aEconomic growth. =650 \0$aDecision evaluation. =650 \0$aGovernment spending. =650 14$aDecision evaluation. =650 24$aGovernment spending. =650 24$aEconomic growth. =650 24$aExtenics. =700 1\$aLin, Lai-Chu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 5 Special Issue on: Quality and Statistics.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140493.htm =LDR 03665nab a2200565 i 4500 =001 JTE20150206 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1609-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150206$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA168 =082 04$a519.93$223 =100 1\$aVijayaraghavan, R.,$eauthor. =245 10$aSelection of Sampling Inspection Plans for Life Tests Based on Lognormal Distribution /$cR. Vijayaraghavan, S. Uma. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b41 =520 3\$aProduct control is the methodology that consists of sampling inspection procedures with which acceptability or non-acceptability of a lot of finished items can be determined by examining one or more samples of items drawn randomly from the lot. Sampling inspection plans for life tests, also termed as reliability sampling plans, are the special procedures under product control that are employed for taking decisions about the lot based on tests of the lifetime of the items and on an observed number of failures of items. A specific life-test sampling plan can be devised with reference to the lifetime of the products as the quality characteristic, which is modeled by an appropriate continuous-type probability distribution. Various procedures and rules for the design and evaluation of life-test sampling plans based on the tests of sampled lifetime data have been developed and are found in the literature of reliability sampling. In this paper, evaluation of life-test sampling plans under the conditions for the application of lognormal distribution is considered. A procedure for the selection of such plans indexed by acceptable and unacceptable mean life is evolved. Three different criteria for designing life-test plans when lot quality is evaluated in terms of mean life, hazard rate, and reliability life are proposed. Factors for adapting MIL-STD-105D to life and reliability testing indexed by acceptable quality level under the assumption of lognormal distribution are also illustrated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMean life. =650 \0$aHazard rate. =650 \0$aReliable life. =650 \0$aAcceptable mean life. =650 \0$aReliability sampling. =650 \0$aLognormal distribution. =650 \0$aSampling (Statistics) =650 \0$aReliability (Engineering) =650 14$aAcceptable mean life. =650 24$aLognormal distribution. =650 24$aHazard rate. =650 24$aMean life. =650 24$aReliable life. =650 24$aReliability sampling. =700 1\$aUma, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 5 Special Issue on: Quality and Statistics.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150206.htm =LDR 03145nab a2200697 i 4500 =001 JTE11519J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11519J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11519J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aOgasawara, M.,$eauthor. =245 10$aCrack Initiation, Slow Crack Growth, and Unstable Propagation of Ductile Fracture in Mild Steels in a Laboratory Experiment /$cM. Ogasawara, Y. Kuriyama, T. Tamano, H. Mimura, S. Yanagimoto. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aA laboratory test for the unstable ductile fracture of mild steels was developed. A shear crack was initiated from a very deep notch. Some devices such as "pipe tabs" were used to reduce the stiffness of the system enough to allow the shear crack to continue to grow in an unstable manner. Four kinds of pipe materials were tested, and three of them with low ductility showed unstable ductile fracture. The fracture toughness for the onset of unstable fracture in these steels was evaluated and correlated successfully to upper shelf energy in the Charpy test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aR curves. =650 \0$aDuctility. =650 \0$aShear crack. =650 \0$aFracture tests. =650 \0$aMulti-pipe tabs. =650 \0$aCrack propagation. =650 \0$aSlow crack growth. =650 \0$aCharpy shelf energy. =650 \0$aFracture mechanics. =650 14$aFracture tests. =650 24$aDuctility. =650 24$aCrack propagation. =650 24$aUnstable ductile fracture. =650 24$aGas transmission pipelines. =650 24$aHigh compliance testing system. =650 24$aLow compliance testing system. =650 24$aMulti-pipe tabs. =650 24$aSlow crack growth. =650 24$aR curves. =650 24$aShear crack. =650 24$aCrack opening displacement. =650 24$aCharpy shelf energy. =700 1\$aKuriyama, Y.,$eauthor. =700 1\$aTamano, T.,$eauthor. =700 1\$aMimura, H.,$eauthor. =700 1\$aYanagimoto, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11519J.htm =LDR 02517nab a2200541 i 4500 =001 JTE11517J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11517J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11517J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a620.1/123$223 =100 1\$aKurita, M.,$eauthor. =245 12$aA Statistical Analysis of X-ray Stress Measurement by the Gaussian Curve-Fitting Method /$cM. Kurita. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aSimplified equations for calculating peak position and its standard deviation caused by counting statistics, which is a fundamental source of scatter in X-ray stress measurement, are derived for the Gaussian curve-fitting method. These equations when used with an inexpensive microcomputer will facilitate a precise and rapid residual stress determination. The time required for calculating the peak position and its standard deviation with such a microcomputer is only 0.9 s. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aResidual stress. =650 \0$aQuench hardening. =650 \0$aStructural steels. =650 \0$aNondestructive tests. =650 \0$aStatistical analysis. =650 \0$aX ray stress analysis. =650 \0$aResidual stresses. =650 14$aX ray stress analysis. =650 24$aResidual stress. =650 24$aQuench hardening. =650 24$aStructural steels. =650 24$aNondestructive tests. =650 24$aStatistical analysis. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11517J.htm =LDR 02302nab a2200493 i 4500 =001 JTE11524J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11524J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11524J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.11$223 =100 1\$aHorvick, EW.,$eauthor. =245 10$aHydrogen Embrittlement of Zinc Coatings /$cEW. Horvick. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aA brief review is given of hydrogen embrittlement of zinc-coated steel. Most of the steel that is hot dip galvanized is low carbon grade and, as such, little if any hydrogen embrittlement is incurred. Much of the steel that is electroplated is higher carbon grade and, thus, possibly subject to this problem. Methods of overcoming this are suggested. Most of the study on the subject has been with still plating; very little has been done with barrel plating. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aZinc coatings. =650 \0$aElectroplating. =650 \0$aHot dip coating. =650 \0$aHydrogen embrittlement. =650 \0$aMetals$xHydrogen embrittlement. =650 14$aHydrogen embrittlement. =650 24$aZinc coatings. =650 24$aHot dip coating. =650 24$aElectroplating. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11524J.htm =LDR 02573nab a2200541 i 4500 =001 JTE11521J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11521J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11521J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a620.1/127$223 =100 1\$aBaram, JC.,$eauthor. =245 10$aEvaluation of Assembly Stresses of Automotive Leaf Springs by Acoustic Emission /$cJC. Baram, S. Eckhaus, M. Rosen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThe acoustic emission Kaiser effect is used to evaluate the quantitative state of stress of leaf springs used in the automotive industry. Changes in curvature radii or in yield stress caused by thermal or mechanical treatment of the leaves are accurately assessed by a bend test procedure. The computation of the assembly stresses of the springs can be made knowing the actual yield stress of each leaf, thus enabling optimal design. The technique may be applicable to the reuse of discarded leaf springs subjected to mechanical deformation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aLeaf springs. =650 \0$aAcoustic emission. =650 \0$aAutomotive industry. =650 \0$aNondestructive tests. =650 \0$aNondestructive testing. =650 14$aLeaf springs. =650 24$aStresses. =650 24$aNondestructive tests. =650 24$aAcoustic emission. =650 24$aAutomotive industry. =700 1\$aEckhaus, S.,$eauthor. =700 1\$aRosen, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11521J.htm =LDR 02666nab a2200529 i 4500 =001 JTE11518J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11518J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11518J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aWycherley, GW.,$eauthor. =245 12$aA Constant Force System for Delayed Fracture Experiments /$cGW. Wycherley, SG. Henshall. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aA loading system has been developed to apply constant tensile forces to test pieces for delayed fracture investigations. The basic element of the system is a high compliance ring in which the test piece is loaded across the ring diameter after precompressing the ring in a universal testing machine. Details of ring compliance and forces achievable for rings cut from readily available pipes are given and simple techniques for monitoring the applied force are described. A reduction in cross-sectional area of 30 to 40%, consequent upon effective crack growth during testing, would result in about a 1% decrease in force for a ratio of compliances of ring to test piece of 5.5 to 1. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture tests. =650 \0$aLoads (forces) =650 \0$aStress corrosion. =650 \0$aEnvironmental tests. =650 \0$aConstant force testing. =650 \0$aFracture mechanics. =650 14$aFracture tests. =650 24$aEnvironmental tests. =650 24$aLoads (forces) =650 24$aConstant force testing. =650 24$aStress corrosion. =700 1\$aHenshall, SG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11518J.htm =LDR 02615nab a2200613 i 4500 =001 JTE11520J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11520J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11520J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5415.153 =082 04$a658.5$223 =100 1\$aFischer, S.,$eauthor. =245 10$aSimultaneous Determination of Shear and Young's Moduli in Composites /$cS. Fischer, I. Roman, H. Harel, G. Marom, HD. Wagner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aAn experimental method is described to calculate both shear and Young's moduli of composite materials by three-point bending. The proposed procedure includes appropriate corrections for certain extraneous effects. The importance of the two basic ratios, E/G, which is an indicator of the degree of anisotropy of the material, and L/d, the span-to-depth ratio, is underlined. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAnisotropy. =650 \0$aBend tests. =650 \0$aShear modulus. =650 \0$aSpring constant. =650 \0$aMechanical properties. =650 \0$aModulus of elasticity. =650 \0$aComposites. =650 \0$aComposite materials. =650 14$aBend tests. =650 24$aMechanical properties. =650 24$aModulus of elasticity. =650 24$aShear modulus. =650 24$aComposite materials. =650 24$aAnisotropy. =650 24$aSpring constant. =700 1\$aRoman, I.,$eauthor. =700 1\$aHarel, H.,$eauthor. =700 1\$aMarom, G.,$eauthor. =700 1\$aWagner, HD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11520J.htm =LDR 02574nab a2200613 i 4500 =001 JTE11522J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11522J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11522J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK2211 =082 04$a621.31/042$223 =100 1\$aCrawford, RJ.,$eauthor. =245 10$aDesign of a Dynamic Gear Test Rig /$cRJ. Crawford, D. Brown. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aA test rig for plastic spur gears has been designed and built, based on the principle of an eddy current dynamometer. This offers considerable advantages over existing gear test rigs in that the torque level is infinitely variable and it can be adjusted if necessary during testing. A special noncontacting tooth breakage detector was also developed to stop the tests immediately if failure had occurred. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSpur gears. =650 \0$aDynamometers. =650 \0$aGear testing. =650 \0$aEddy currents. =650 \0$aElectromagnets. =650 \0$aTorque measurement. =650 \0$aGear tooth breakage. =650 \0$aPolyvinylidene chloride. =650 \0$aMagnetic fields$xMeasurement. =650 \0$aTorque. =650 14$aSpur gears. =650 24$aDynamometers. =650 24$aEddy currents. =650 24$aGear testing. =650 24$aElectromagnets. =650 24$aTorque measurement. =650 24$aGear tooth breakage. =650 24$aPolyvinylidene chloride. =700 1\$aBrown, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11522J.htm =LDR 02947nab a2200553 i 4500 =001 JTE11238J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11238J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11238J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.A58 =082 04$a620.1/1297$223 =100 1\$aStokes, JL.,$eauthor. =245 10$aMagnetic Properties of Iron and Low Carbon Steel for Soft Magnet Applications /$cJL. Stokes. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aAn investigation was conducted to assess the relative merits of five soft magnet materials proposed as alternatives to ARMCO Electromagnet Iron (EMI), which is no longer available.Four irons and an SAE J403 (1005) (Unified Numbering System [UNS] G10050) steel were considered.When annealed in 94% nitrogen-6% hydrogen at 843°C (1550°F) for 4 h and aged at 100°C (212°F) for 400 h, two of the irons were found to be equivalent to EMI with regard to both coercive force and magnetic stability.A third iron exhibited similar magnetic properties after annealing but required a higher annealing temperature to reduce the coercive force to an acceptable value.The fourth iron and the 1005 steel met the coercive force requirement after annealing at 843°C (1550°F) in 94% nitrogen-6% hydrogen, but suffered significant increases in coercive force during aging at 100°C (212°F) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCarbon steel. =650 \0$aCoercive force. =650 \0$aMagnetic annealing. =650 \0$aMagnetic properties. =650 \0$aAging tests (materials) =650 \0$aAmorphous substances$xMagneticproperties. =650 \0$aFerromagnetic materials. =650 \0$aNanocrystals. =650 14$aMagnetic properties. =650 24$aCoercive force. =650 24$aIron. =650 24$aCarbon steel. =650 24$aMagnetic annealing. =650 24$aAging tests (materials) =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11238J.htm =LDR 02927nab a2200517 i 4500 =001 JTE11237J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11237J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11237J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a624.1/7$223 =100 1\$aIsraeli, A.,$eauthor. =245 10$aResidual Stress Profile in Machined Parts /$cA. Israeli, R. Papiar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe processes of machining precision parts have to be planned to result in low residual stresses, and a fast and reliable method is required to determine such stresses. A system was developed to meet this need. This system is based on continuous etching of a cylindrical specimen. Changes in specimen length are monitored as a function of etching time. The residual stress is then calculated with the Bauer and Heyn equation. Residual stress profiles caused by single point turning of 4340 steel (Unified Numbering System [UNS] G 43400) and maraging 300 steel specimens were evaluated by this procedure. This profile provides stress distribution in depth below the machined surface at various turning feeds, and it is used to define a residual tensile force. It is shown that an increase of feed increases the depth of the residual stressed layer and also increases the residual tensile forces. The ratio of residual tensile force to tool force as a function of the turning feed has a minimum. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aResidual stress. =650 \0$aChemical etching. =650 \0$aTurning (machining) =650 \0$aResidual tensile force. =650 \0$aStrains andstresses. =650 \0$aStructural dynamics. =650 14$aResidual stress. =650 24$aTurning (machining) =650 24$aChemical etching. =650 24$aResidual tensile force. =700 1\$aPapiar, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11237J.htm =LDR 02912nab a2200649 i 4500 =001 JTE11236J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11236J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11236J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA1193.4 =082 04$a025.06/6159$223 =100 1\$aPackham, SC.,$eauthor. =245 10$aFundamentals of Combustion Toxicology in Fire Hazard Assessment /$cSC. Packham, GE. Hartzell. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThis paper discusses fundamental principles of combustion toxicology and the application of those principles in formulating test protocols and research strategies aimed ultimately toward smoke toxicity hazard assessment and the influence of materials thereupon. It offers a review of principles basic to combustion toxicology to serve as introductory reading for fire technology professionals not generally familiar with the biological aspects of applied fire research and testing. While some methods of contemporary significance are referred to or discussed, this paper is not intended to be an exhaustive review or analysis of laboratory methods that have been applied in evaluating toxicological properties of smoke. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFires. =650 \0$aSmoke. =650 \0$aHazard. =650 \0$aSafety. =650 \0$aToxicity. =650 \0$aLethality. =650 \0$aCombustion. =650 \0$aToxicology. =650 \0$aIncapacitation. =650 \0$aInformation Systems. =650 \0$aEnvironmental health. =650 \0$aToxicology$xDatabases. =650 14$aFires. =650 24$aSmoke. =650 24$aToxicity. =650 24$aIncapacitation. =650 24$aLethality. =650 24$aHazard. =650 24$aSafety. =650 24$aToxicology. =650 24$aCombustion. =700 1\$aHartzell, GE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11236J.htm =LDR 03902nab a2200661 i 4500 =001 JTE11234J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11234J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11234J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.1/12$223 =100 1\$aShoji, T.,$eauthor. =245 10$aDetermination of Crack Tip Energy Dissipation and Elastic-Plastic Fracture Toughness Parameter with Ductile Crack Extension /$cT. Shoji. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aIn order to evaluate the elastic-plastic fracture toughness parameter of nuclear pressure vessel steel, SA533B-C1 1 (Unified Numbering System [UNS] K12539), near and beyond general yielding, a newly developed technique for large plastic strain measurement, that is, the recrystallziation-etch technique, was applied to compact tension and three-point bend specimens with a crack length/specimen width of 0.6 that were tested to draw resistance curves for stable crack extension. Based on the results reported previously that the equivalent plastic strain distribution around the blunted crack tip could be measured by means of the recrystallization-etch technique, the plastic energy dissipation or work done within an intense strain region at the crack tip accompanying ductile crack extension was measured experimentally. Furthermore, the size and loading condition effects on this crack tip energy dissipation rate were examined in comparison with other candidate parameters for crack extension criteria in the presence of large scale plasticity. The size of the intense strain region could be regarded as equal to the process zone size where the fracture is taking place. Formation and extension characteristics of this zone were discussed from a view point of elastic-plastic fracture toughness parameters including the relationships with existing fracture toughness parameters such as crack opening displacement and J integral. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ integral. =650 \0$aSize effect. =650 \0$aProcess zone. =650 \0$aCrack propagation. =650 \0$aPlastic deformation. =650 \0$aStable crack growth. =650 \0$aFractures (materials) =650 \0$aIntense strain region. =650 \0$aMetals$xFracture. =650 \0$aMachine parts$xMaterials$xFractures. =650 \0$aMachine design. =650 14$aFractures (materials) =650 24$aPlastic deformation. =650 24$aCrack propagation. =650 24$aElastic-plastic fracture toughness parameter. =650 24$aRecrystallizationetch technique. =650 24$aIntense strain region. =650 24$aProcess zone. =650 24$aPlastic energy dissipation. =650 24$aJ integral. =650 24$aCrack opening displacement. =650 24$aSize effect. =650 24$aStable crack growth. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11234J.htm =LDR 02726nab a2200541 i 4500 =001 JTE11239J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11239J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11239J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP1180.S7 =082 04$a668.4/233$223 =100 1\$aThai, CM.,$eauthor. =245 10$aErosion Behavior of Polystyrene /$cCM. Thai, K. Tsuda, H. Hojo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aErosion tests of polystyrene were made by impingement of glass beads at various attack angles and impact velocities. Two erosion damage peaks near the angles of 20 and 50°, which have never been observed on other materials, were found. In the erosion process near the peak of 50°, a characteristic ring-like damage pattern on the surface was recognized. To explain the experimental results, a new erosion mechanism based on the initiation and propagation of transverse cracks beneath the surface at the tip of longitudinal cracks was introduced. And by this mechanism, the erosion rate could be given by R = ?hS*/Mo where h, S*, and Mo are the factors describing the characteristics of the ring-like damage pattern and ? is the density of material. The theoretical values agreed quite well with the experimental ones. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCracks. =650 \0$aImpact. =650 \0$aErosion. =650 \0$aSolid particle. =650 \0$aThermoplastics. =650 \0$aPolystyrene. =650 14$aErosion. =650 24$aPolystyrene. =650 24$aImpact. =650 24$aCracks. =650 24$aSolid particle. =700 1\$aTsuda, K.,$eauthor. =700 1\$aHojo, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11239J.htm =LDR 02641nab a2200553 i 4500 =001 JTE11235J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11235J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11235J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA413 =082 04$a620.12$223 =100 1\$aWilliams, JA.,$eauthor. =245 13$aAn Evaluation of a Load-Line Extensometer for Elastic-Plastic Fracture Toughness Testing /$cJA. Williams, KW. Carlson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aA load-line extensometer using linear variable differential transformer (LVDT) displacement transducers was developed and evaluated for use in multispecimen and single specimen J value versus crack growth (J-R) curve testing. The LVDT extensometer accuracy and repeatability was compared with that of clip gage extensometers commonly used in fracture toughness evaluatons. Data on load versus displacement and J value versus crack growth for ASTM A533, Grade B, Class 1 (Unified Numbering System [UNS] K12539) steel obtained by using both extensometers were also compared. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ integral. =650 \0$aExtensometers. =650 \0$aFracture tests. =650 \0$aCrack propagation. =650 \0$aComputer data acquisition. =650 \0$aExtensometer. =650 \0$aStrain gages. =650 14$aExtensometers. =650 24$aFracture tests. =650 24$aCrack propagation. =650 24$aUnloading compliance tests. =650 24$aJ integral. =650 24$aComputer data acquisition. =700 1\$aCarlson, KW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11235J.htm =LDR 02429nab a2200565 i 4500 =001 JTE11233J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1981\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11233J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11233J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620.1126$223 =100 1\$aRuschau, JJ.,$eauthor. =245 10$aFatigue Crack Growth Rate Data Acquisition System for Linear and Nonlinear Fracture Mechanics Applications /$cJJ. Ruschau. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1981. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA computer-based, automated data acquisition system was developed for determining fatigue crack growth rate data for both linear and nonlinear fracture mechanics testing. The system hardware used was a Hewlett Packard (HP) 9825A desktop computer equipped with an HP 6940B multiprogrammer. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aData acquisition. =650 \0$aCrack propagation. =650 \0$aNonlinear elastic. =650 \0$aFatigue (materials) =650 \0$aModulus of elasticity. =650 \0$aStress intensity range. =650 \0$aStrains and stresses. =650 \0$aMaterials$xFatigue$xTesting. =650 14$aFatigue (materials) =650 24$aCrack propagation. =650 24$aModulus of elasticity. =650 24$aNonlinear elastic. =650 24$aStress intensity range. =650 24$aDelta J. =650 24$aData acquisition. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 9, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1981$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11233J.htm =LDR 02765nab a2200565 i 4500 =001 JTE12061 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12061$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12061$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD96.A8 =082 04$a543/.5$223 =100 1\$aWang, DW.,$eauthor. =245 10$aEstimation of the Uncertainty of Fe in Metallic Silicon Determined by Inductively Coupled Plasmas-Atomic Emission Spectroscopy /$cDW. Wang, SW. Wang, SQ. Zhao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThis practice provides information for combining standard uncertainties of Fe in metallic silicon determined by the ICP-AES method of the China Inspection and Quarantine (CIQ). The measurand Fe% is determined from other quantities p.q.r. . . through a functional relationship of the model f: Fe% = f(p.q.r . . .). The estimated standard deviation associated with the output estimate Fe%, called combined standard uncertainty and denoted by uc (Fe%), is determined from the estimated standard deviation associated with each larger input estimate (p.q.r . . .). The combined variance u2c (Fe%) can be viewed, by the sensitivity coefficients, as a sum of terms with the minor errors omitted. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aICP-AES. =650 \0$aSilicon. =650 \0$aMetallic. =650 \0$aRound-robin. =650 \0$aUncertainty. =650 \0$aHorwitz equation. =650 \0$aAtomic emission spectroscopy. =650 14$aRound-robin. =650 24$aUncertainty. =650 24$aMetallic. =650 24$aSilicon. =650 24$aICP-AES. =650 24$aHorwitz equation. =700 1\$aWang, SW.,$eauthor. =700 1\$aZhao, SQ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12061.htm =LDR 03119nab a2200565 i 4500 =001 JTE12626 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12626$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12626$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRB150.F37 =082 04$a616/.0478$223 =100 1\$aTamilselvan, T.,$eauthor. =245 12$aA Model for Mixed-Mode Fatigue /$cT. Tamilselvan, KW. Lo, YB. Gong, MM. Zhao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aThe initial use of fracture mechanics to characterize crack growth by fatigue was by Paris. Since then, the application of fracture mechanics to fatigue problems has become routine. In the case of fatigue under mode I loading, the method of analysis, under conditions of constant amplitude and small-scale yielding, is well established. However, apart from the conditions of variable amplitude loading, large scale yielding, and short existing cracks, the procedures for analyzing fatigue under mode II and mixed-mode loading still have not been resolved. A general model, applicable to pure and mixed-mode fatigue crack growth, has been developed based on the unified model. The formulation of the general model is in terms of a power law relationship that is an extension of Paris. The experimental procedures for the measurement of mode II and mixed-mode fatigue crack growth, and verification of the proposed fatigue model, are dealt with herein. The verification has been confined to conditions of constant amplitude and small-scale yielding. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue model. =650 \0$aUnified model. =650 \0$aMode II crack growth. =650 \0$aMixed-mode crack growth. =650 \0$aFatigue. =650 \0$aChronicfatiguesyndrome. =650 \0$aFatigue testing. =650 14$aFatigue model. =650 24$aMixed-mode crack growth. =650 24$aMode II crack growth. =650 24$aFatigue testing. =650 24$aUnified model. =700 1\$aLo, KW.,$eauthor. =700 1\$aGong, YB.,$eauthor. =700 1\$aZhao, MM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12626.htm =LDR 03026nab a2200553 i 4500 =001 JTE12680 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12680$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12680$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE430 =082 04$a552$223 =100 1\$aJiao, YY.,$eauthor. =245 10$aNumerical Investigation of Joint Effect on Shock Wave Propagation in Jointed Rock Masses /$cYY. Jiao, SC. Fan, J. Zhao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aTo investigate the joint effect on shock wave propagation and attenuation in jointed rock masses, a small-scale field explosion test is analyzed numerically by using the three-dimensional discrete element method (3D DEM) and the three-dimensional finite difference method (3D FDM). Results show that rock joints act as a kind of filter through which only low frequency shock waves are allowed to pass. This indicates that high frequency shock waves do no harm to far-field structures when they have to travel across joint sets with specific spacing. Results also reveal that the orientation of the joint sets can remarkably affect the amplitude and frequency composition of shock waves. Furthermore, as a discontinuous numerical method, 3D DEM can capture the main features of shock waves, and most importantly, it can simulate the 3D effect of rock joints. It can be concluded that in modelling 3D shock wave propagation and attenuation in jointed rock masses, 3D DEM has unique advantages over 2D modeling, 3D FDM, and even field testing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSimulation. =650 \0$aAttenuation. =650 \0$aJoint effect. =650 \0$aShock wave. =650 \0$aRockmechanics. =650 \0$aRockmasses. =650 14$aShock wave. =650 24$aJoint effect. =650 24$aAttenuation. =650 24$aSimulation. =650 24$a3D DEM. =650 24$a3D FDM. =700 1\$aFan, SC.,$eauthor. =700 1\$aZhao, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12680.htm =LDR 03010nab a2200565 i 4500 =001 JTE12531 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12531$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12531$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/126$223 =100 1\$aNascimento, H.,$eauthor. =245 10$aInfluence of Two Hexavalent Chromium-Free Coating types on Mechanical Behavior of Bolted Joints /$cH. Nascimento, SC. Santos, WF. Sales, ES. Palma. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThe goal of this work is to evaluate the performance of two different coating technologies for bolts. They are based on zinc and aluminum with no hexavalent chromium in their composition. These technologies were implemented because international laws for environmental and human health protection are limiting the use of the hexavalent form of chromium because it causes different cancer types in workers, mainly in recycling processes. The experimental tests were performed using M12x1.25-10.9 bolts that were submitted to the test of torsion-tension. The clamping load, total torque, torque on thread, torque on the bolt head, and twist angle were measured. The friction coefficients between the nut and bolt threads, between the face of the nut and its bearing surface, the global coefficients of friction, and the nut factor were also measured and analyzed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBolt coating. =650 \0$aClamping force. =650 \0$aFriction coefficient. =650 \0$aFracture mechanics. =650 \0$aMetals$xFracture. =650 \0$aWelded joints$xCracking. =650 \0$aComposite materials$xFracture. =650 \0$aBolted joints. =650 14$aBolt coating. =650 24$aBolted joints. =650 24$aFriction coefficient. =650 24$aClamping force. =700 1\$aSantos, SC.,$eauthor. =700 1\$aSales, WF.,$eauthor. =700 1\$aPalma, ES.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12531.htm =LDR 03044nab a2200649 i 4500 =001 JTE12583 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12583$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12583$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD426 =082 04$a628.168$223 =100 1\$aBomberg, M.,$eauthor. =245 14$aThe Functional Requirements for Water Resistive Barriers Exposed to Incidental Water Leakage, Part 2 :$bTesting Materials /$cM. Bomberg, M. Pazera, D. Onysko. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe first part of this paper presented classification of Water Resistive Barrier (WRB) products.4 The main purpose of the research reported in this part is not to determine how different WRB products perform under exposure in real assemblies but to evaluate the effectiveness of the existing test methods to characterize moisture performance of WRB products. An additional purpose is to assess what properties should be determined to enable characterization of WRB for use in computer models for heat, air, and moisture (HAM) transport. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHouse wrap. =650 \0$aAir retarder. =650 \0$aBuilding paper. =650 \0$aWater penetration. =650 \0$aWeather protection. =650 \0$aAir leakage control. =650 \0$aMoisture protection. =650 \0$aWater resistive barriers. =650 \0$aWater$xPurification$xFiltration$xTechnological innovations$zUnited States. =650 \0$aPermeable reactive barriers$zUnited States. =650 \0$aGroundwater$xPurification$xTechnological innovations$zUnited States. =650 14$aWater resistive barriers. =650 24$aWRB. =650 24$aBuilding paper. =650 24$aHouse wrap. =650 24$aMoisture protection. =650 24$aWeather protection. =650 24$aAir leakage control. =650 24$aAir retarder. =650 24$aWater penetration. =700 1\$aPazera, M.,$eauthor. =700 1\$aOnysko, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12583.htm =LDR 02843nab a2200553 i 4500 =001 JTE12689 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12689$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12689$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTC175 =082 04$a627/.12/028$223 =100 1\$aTsung, T-T,$eauthor. =245 10$aEvaluation of Hydraulic Pressure Drop using Manganin Wire and a Wiper-Cam-Operated Directional Valve /$cT-T Tsung, L-L Han. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aIn this paper, we have constructed equipment to be effective in generating a hydraulic pressure drop that can be employed as a step function, mainly by means of a cam mechanism that operates a spool-type directional control valve and measures the pressure with a manganin wire and a Wheatstone bridge system. The wiper cam is specially designed to operate a hydraulic piston with quick return and to generate a pressure drop in the testing chamber within an extremely short time. Results show the pressure drop from 250 bars to zero requires only 0.45 ms. Furthermore, we also compare the characteristics of pressure drop with various chamber volumes and spool valve overlaps. Results show the best pressure-drop rate when the chamber volume and overlap are 4 cm3 and 4 mm, respectively. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aManganin. =650 \0$aWiper cam. =650 \0$aPressure drop. =650 \0$aWheatstone bridge. =650 \0$aDirectional control valve. =650 \0$aHydraulic measurements. =650 \0$aStream measurements. =650 \0$aHydrometrie. =650 14$aPressure drop. =650 24$aDirectional control valve. =650 24$aManganin. =650 24$aWheatstone bridge. =650 24$aWiper cam. =700 1\$aHan, L-L,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12689.htm =LDR 02584nab a2200601 i 4500 =001 JTE12291 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12291$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12291$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519/.1$223 =100 1\$aMeged, Y.,$eauthor. =245 10$aEvaluation of Alternative Erosion Test Methods /$cY. Meged. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe resistance of materials to liquid impingement erosion and to cavitation erosion are considered related properties. Hence, test methods dealing with these erosion mechanisms that are covered by ASTM standards are considered as alternative tests for some applications.These methods consist of vibratory cavitation erosion, cavitating liquid jet erosion, and liquid impingement erosion. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModeling. =650 \0$aBimodal plot. =650 \0$aErosion resistance. =650 \0$aErosion test methods. =650 \0$aAffected material zone. =650 \0$aErosive boundary layer. =650 \0$aIdealized unimodal line. =650 \0$aWeibull method. =650 \0$aWeibull function. =650 14$aErosion test methods. =650 24$aCumulative erosion-time curve. =650 24$aWeibull cumulative distribution function. =650 24$aModeling. =650 24$aBimodal plot. =650 24$aErosion resistance. =650 24$aAffected material zone. =650 24$aErosive boundary layer. =650 24$aIdealized unimodal line. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12291.htm =LDR 03165nab a2200589 i 4500 =001 JTE11774 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11774$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11774$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTG500 =082 04$a624.177$223 =100 1\$aGupta, R.,$eauthor. =245 10$aSmall-Scale Modeling of Metal-Plate-Connected Wood Truss Joints /$cR. Gupta, TH. Miller, MR. Kittel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThe objective of this research was to develop 1/3-scale models of full-size (prototype) metal-plate-connected wood truss joints and a complete truss using similitude theory. To verify material properties, we compared moduli of elasticity of prototype and 1/3-scale model boards. Although the variation in stiffness of the model was greater than that of the prototype, the average properties of the model and prototype were similar. The resulting average design stiffness of 1/3-scale tension splice joints was within 1 % of the prototype joint stiffness, while the ultimate load was 7 % lower than the prototype. Stiffness and strength of model heel joints were within 22 % and 17 %, respectively, of the stiffness and strength of their prototypes. Finally, ten complete model trusses were fabricated and tested; their average stiffness and strength were 780 N/mm and 17.3 kN, respectively, after scaling up by similitude. Modeling full-size truss connection behavior up to the design load, and possibly to failure, with small-scale models and similitude theory may be feasible. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrength. =650 \0$aStiffness. =650 \0$aSimilitude. =650 \0$aTruss joints. =650 \0$aWood trusses. =650 \0$aModulus of elasticity. =650 \0$aTrusses. =650 \0$aRoofs. =650 \0$aStrains and stresses. =650 14$aModulus of elasticity. =650 24$aSimilitude. =650 24$aStiffness. =650 24$aStrength. =650 24$aTruss joints. =650 24$aWood trusses. =700 1\$aMiller, TH.,$eauthor. =700 1\$aKittel, MR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11774.htm =LDR 03304nab a2200625 i 4500 =001 JTE12610 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12610$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12610$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a671.3$223 =100 1\$aMakabe, C.,$eauthor. =245 10$aDeceleration and Acceleration of Crack Propagation after an Overload under Negative Baseline Stress Ratio /$cC. Makabe, A. Purnowidodo, T. Miyazaki, AJ. McEvily. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aIn a previously reported study, it was found that the fatigue crack growth rate actually accelerated after a tensile overload under a negative value of baseline stress ratio R. This type of crack propagation behavior is related to the change in the compression residual stress to tensile residual stress distributed in the vicinity of the crack tip upon unloading to minimum load after an overload. In the present investigation, focused on the negative stress ratio, it was found that the deceleration and acceleration of crack propagation were associated with crack opening displacement at the overload point and the conditions of applied baseline cyclic stress. The fatigue crack growth rate decelerated after being overloaded at a positive R value. However, that rate accelerated rather than decelerated in some stress conditions at a negative R value. Therefore, the residual fatigue life after overloading became longer or shorter, depending on the overload level and baseline stress conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOverload. =650 \0$aRetardation. =650 \0$aAcceleration. =650 \0$aCrack opening. =650 \0$aResidual stress. =650 \0$aNegative stress ratio. =650 \0$aFatigue crack propagation. =650 \0$aCrackpropagation. =650 \0$aStressratio. =650 \0$aPlastic properties. =650 14$aFatigue crack propagation. =650 24$aOverload. =650 24$aNegative stress ratio. =650 24$aRetardation. =650 24$aAcceleration. =650 24$aCrack opening. =650 24$aResidual stress. =700 1\$aPurnowidodo, A.,$eauthor. =700 1\$aMiyazaki, T.,$eauthor. =700 1\$aMcEvily, AJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12610.htm =LDR 02480nab a2200505 i 4500 =001 JTE12442 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12442$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12442$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA647 =082 04$a624.171$223 =100 1\$aGraefe, W.,$eauthor. =245 10$aTheoretical Derivation and Experimental Examination of the Stromeyer Relation for the Analysis of Fatigue Data /$cW. Graefe. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aIn 1914 Stromeyer published the empirical relation ±Sn =Fl + C(106/n)1/4 for the mathematical description of fatigue (±Sn -nominal fatigue stress; Fl - fatigue limit; C - constant; n - number of stress cycles). In a previous publication Graefe has given a theoretical explanation of such a relation. In this paper the statistical distribution of the experimental fatigue data for steel is tested and no deviation from a normal distribution is found. The frequency dependence of the fatigue data is analyzed and is explained by temperature variations due to internal friction. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aS-N curves. =650 \0$aFatigue limit. =650 \0$aInternal friction. =650 \0$aFrequency dependence. =650 14$aFatigue. =650 24$aFatigue limit. =650 24$aFrequency dependence. =650 24$aInternal friction. =650 24$aS-N curves. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12442.htm =LDR 02463nab a2200601 i 4500 =001 JTE12582 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12582$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12582$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD426 =082 04$a628.168$223 =100 1\$aBaker, F.,$eauthor. =245 14$aThe Functional Requirements for Water Resistive Barriers Exposed to Incidental Water Leakage. Part 1 :$bClassification of Membranes /$cF. Baker, M. Bomberg. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article presents a classification system for Water Resistive Barrier (WRB) products currently available on the North American market. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWrap. =650 \0$aHouse wrap. =650 \0$aWind barrier. =650 \0$aBuilding paper. =650 \0$aDrainage plane. =650 \0$aWater-resistive barrier. =650 \0$aWater$xPurification$xFiltration$xTechnological innovations$zUnited States. =650 \0$aPermeable reactive barriers$zUnited States. =650 \0$aGroundwater$xPurification$xTechnological innovations$zUnited States. =650 14$aWater-resistive barrier. =650 24$aWeather-resistive barrier. =650 24$aWind barrier. =650 24$aBuilding paper. =650 24$aDrainage plane. =650 24$aWrap. =650 24$aHouse wrap. =650 24$aWRB. =700 1\$aBomberg, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12582.htm =LDR 02874nab a2200505 i 4500 =001 JTE11633J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11633J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11633J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aAgrawal, SP.,$eauthor. =245 10$aCreep Rupture Testing of Aluminum Alloys :$bMetallographic Studies of Fractured Test Specimens /$cSP. Agrawal, LE. Byrnes, JA. Yaker, WC. Leslie. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aSpecimens of 1100, 5454, and 6061 aluminum alloys were examined after failure in creep rupture tests of up to 20 000 h duration. No microstructural changes occurred in 1100-O and 5454-O alloys during testing other than slight grain growth at the highest test temperatures. Such growth had only a small effect on creep-rupture properties. Cold-worked alloys 1100-H14 and 5454-H34 were unstable during creep, passing through stages of recovery, recrystallization, and grain growth. These changes invalidate extrapolation of short-time data. The precipitation-hardened 6061 alloy underwent drastic changes in microstructure during testing, from thin needle-shaped precipitates to larger γ' rods to coarse ?-Mg2Si plates. These changes produced several different slopes in the log stress-log rupture time plots and long-time rupture stresses considerably below those predicted by extrapolation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAluminum alloys. =650 \0$aCreep rupture tests. =650 \0$aFractures (materials) =650 \0$aFracture mechanics. =650 14$aCreep rupture tests. =650 24$aAluminum alloys. =650 24$aFractures (materials) =700 1\$aByrnes, LE.,$eauthor. =700 1\$aYaker, JA.,$eauthor. =700 1\$aLeslie, WC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11633J.htm =LDR 02380nab a2200529 i 4500 =001 JTE11632J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11632J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11632J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.2 =082 04$a620.1/9204232$223 =100 1\$aBaylé, GG.,$eauthor. =245 10$aLatitudes of Viscosity Index Values /$cGG. Baylé. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aAn alternative and simple procedure for the evaluation of numerical precisions of viscosity index values is developed. The procedure extends the former mathematical treatment of Marmin and Sommelet, resulting in greatly simplified equations. The extended relations allow easy calculation of precision figures for the revised methods of viscosity index calculation in view of the adaptation to Celsius reference temperatures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPrecision. =650 \0$aComputation. =650 \0$aReproducibility. =650 \0$aViscosity index. =650 \0$aLubricating oils. =650 \0$aViscoelastic materials$xMechanical properties. =650 \0$aTECHNOLOGY & ENGINEERING$xEngineering. =650 14$aViscosity index. =650 24$aPrecision. =650 24$aComputation. =650 24$aReproducibility. =650 24$aLubricating oils. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11632J.htm =LDR 02595nab a2200481 i 4500 =001 JTE11634J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11634J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11634J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aDorward, RC.,$eauthor. =245 10$aEstimating Plane Strain Fracture Toughness of High Strength Aluminum Alloys from Crack Arrest Toughness /$cRC. Dorward, KR. Hasse. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aA comparison is made between fracture toughness KIc as measured by recommended ASTM procedures and crack arrest toughness KIa as measured on more than 100 bolt-loaded double-cantilever beam (DCB) specimens from 7075, 7050, and 7049 alloy plates. Close agreement was found between the two values, KIa being on the average about 0.75 ksiin. (0.82 MPa?m) lower than than KIc over the range 18 to 29 ksiin. (20 to 32 MPa?m). This indicates that a simplified test based on a bolt-loaded DCB specimen could be used for quality control, lot release, and screening purposes. Measurements of crack length and specimen deflection are all that are required; the specimens do not have to be fatigue precracked, nor is a tensile machine needed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrains. =650 \0$aAluminum alloys. =650 \0$aFractures (materials) =650 \0$aFracture mechanics. =650 14$aStrains. =650 24$aFractures (materials) =650 24$aAluminum alloys. =700 1\$aHasse, KR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11634J.htm =LDR 02477nab a2200601 i 4500 =001 JTE11642J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11642J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11642J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN945 =082 04$a666.9$223 =100 1\$aAl-Rawi, RS.,$eauthor. =245 10$aGypsum Content of Cements Used in Concrete Cured by Accelerated Methods /$cRS. Al-Rawi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe effects of the gypsum content of cement on several engineering properties of concrete cured by accelerated and normal methods were investigated. It is shown that increased gypsum content results in a significant decrease in the slump of concrete and that there is an optimum gypsum content, considerably higher for accelerated-cured concrete than for normally cured concrete, at which maximum strength is obtained. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSlump. =650 \0$aCements. =650 \0$aStrength. =650 \0$aConcretes. =650 \0$aTemperature. =650 \0$aDelayed expansion. =650 \0$aAccelerated curing. =650 \0$aGypsum. =650 \0$aLime. =650 \0$aPortlandcement. =650 14$aConcretes. =650 24$aCements. =650 24$aGypsum. =650 24$aTemperature. =650 24$aAccelerated curing. =650 24$aSlump. =650 24$aStrength. =650 24$aDelayed expansion. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11642J.htm =LDR 03146nab a2200721 i 4500 =001 JTE11636J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11636J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11636J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC228.2 =082 04$a006.454$223 =100 1\$aMaurer, DD.,$eauthor. =245 10$aProblems in Standardization of Implantable Stimulation Electrodes /$cDD. Maurer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe emphasis for standardization of implantable stimulating electrodes should be on performance. Among the functional characteristics of the stimulating electrode, only the physical properties may be amenable to some immediate performance standardization. Electrical properties of the stimulating electrode relating to safety may be defined in terms of performance standards in the near future, while those relating to efficacy may evolve later. Standardization of impedance or other electrical design characteristics should not be considered apart from their direct, verified relationship to safety and efficacy of the implant. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStandards. =650 \0$aElectrodes. =650 \0$aResistance. =650 \0$aCapacitance. =650 \0$aImplantation. =650 \0$aNeuroelectrode. =650 \0$aCurrent density. =650 \0$aBipolar electrode. =650 \0$aUnipolar electrode. =650 \0$aWarburg's postulate. =650 \0$aHydrogen overpotential. =650 \0$aGuarded bipolar electrode. =650 \0$aFundamental frequency. =650 \0$aSignal processing. =650 14$aStandards. =650 24$aImplantation. =650 24$aElectrodes. =650 24$aCapacitance. =650 24$aResistance. =650 24$aCurrent-voltage relationships. =650 24$aHydrogen overpotential. =650 24$aImpedance-frequency relationships. =650 24$aCurrent density. =650 24$aWarburg's postulate. =650 24$aUnipolar electrode. =650 24$aBipolar electrode. =650 24$aGuarded bipolar electrode. =650 24$aNeuroelectrode. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11636J.htm =LDR 02500nab a2200493 i 4500 =001 JTE11638J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11638J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11638J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP490 =082 04$a621.56$223 =100 1\$aCloss, KD.,$eauthor. =245 10$aInfluence of Cold Work on the In-Pile Stress Rupture Strength of 16Chromium-16Nickel-Niobium Austenitic Stainless Steels /$cKD. Closs, L. Schaefer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe in-pile stress rupture strength of three casts of 16Cr-16Ni-Nb stainless steel was investigated. Different pretreatments were used, namely solution annealing plus various cold-working levels up to 20%. Thermal stability under irradiation and the high-temperature embrittlement of the different material conditions were studied. The specimens were irradiated in the form of electrically heated pressurized tubes at irradiation temperatures ranging from 615 to 720°C. Irradiation time was up to 4800 h, corresponding to a maximum fast neutron fluence (E > 0.1 MeV) of 8.2 x 1025 n/m2. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aCold working. =650 \0$aStainless steels. =650 \0$aCreep rupture strength. =650 14$aStainless steels. =650 24$aCreep rupture strength. =650 24$aCold working. =650 24$aStresses. =700 1\$aSchaefer, L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11638J.htm =LDR 02499nab a2200553 i 4500 =001 JTE11641J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11641J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11641J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.5 =082 04$a624/.1513$223 =100 1\$aSadasivan, SK.,$eauthor. =245 10$aShear Strength of Sand at Constant Volume /$cSK. Sadasivan, VS. Raju. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aTo verify the expressions developed by other researchers for separating the strength component resulting from volume change in shear (dilatancy), shear tests at constant volume as well as drained tests are necessary. In conventional undrained triaxial tests on granular materials, volume change of the soil skeleton occurs as a result of rubber membrane penetration. In the present investigation, conventional tests were modified to ensure a constant volume condition by compensating for the rubber membrane penetration. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSands. =650 \0$aDilatancy. =650 \0$aShear strength. =650 \0$aTriaxial tests. =650 \0$aMembrane penetration. =650 \0$aPenetrometers. =650 \0$aSoil penetration test. =650 14$aSands. =650 24$aDilatancy. =650 24$aShear strength. =650 24$aMembrane penetration. =650 24$aTriaxial tests. =650 24$aVolume. =700 1\$aRaju, VS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11641J.htm =LDR 02458nab a2200481 i 4500 =001 JTE11637J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11637J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11637J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5415.153 =082 04$a658.5$223 =100 1\$aMallick, PK.,$eauthor. =245 10$aStatic and Impact Properties of Laminated Hybrid Composites /$cPK. Mallick, LJ. Broutman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe static and impact properties of hybrid composite systems containing various high performance fibers in an epoxy matrix have been studied as a function of lamination configuration. From instrumented impact test data, fracture initiation and propagation energies were calculated and reported in terms of a measurement called "ductility index." It was shown that with a proper choice of lamination configuration, a large increase in impact energy as well as ductility index can be achieved in hybrid systems. Among other factors, the impact properties also depend on the type of fiber and interlaminar shear strength. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImpact tests. =650 \0$aFractures (materials) =650 \0$aComposites. =650 \0$aComposite materials. =650 14$aComposite materials. =650 24$aImpact tests. =650 24$aFractures (materials) =700 1\$aBroutman, LJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11637J.htm =LDR 02535nab a2200493 i 4500 =001 JTE11635J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11635J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11635J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1637 =082 04$a621.36/7$223 =100 1\$aNakahara, S.,$eauthor. =245 12$aA Simple Ductility Tester for Metal Films /$cS. Nakahara, Y. Okinaka, DR. Turner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aA simple apparatus for measuring the ductility of metal films is described. The specimen is held rigidly between two metal plates with circular openings while a metal ball is slowly pushed upwards until the metal film ruptures. The distance the metal ball travels between the point where it first makes contact with the film and that where the film ruptures is observed. The ductility is determined from a graph which relates this distance to elongation. Reproducibility of the measurement is better than ± 10%. The apparatus is compact, portable, and simple to operate. It is recommended where a simple, yet reproducible, technique for ductility measurement is needed on a routine basis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDuctility. =650 \0$aMetal films. =650 \0$aMeasuring instruments. =650 \0$ameasurment. =650 14$aDuctility. =650 24$aMetal films. =650 24$aMeasuring instruments. =700 1\$aOkinaka, Y.,$eauthor. =700 1\$aTurner, DR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11635J.htm =LDR 02546nab a2200457 i 4500 =001 JTE11640J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11640J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11640J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.M6 =082 04$a620.1/8934$223 =100 1\$aBišs, V.,$eauthor. =245 10$aPhase Analysis of Standard and Molybdenum-Modified Mar-M509 Superalloys /$cV. Bišs. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aPhase characterization studies have been conducted by an ASTM Task Group on interlaboratory specimens of three Mar-M509-type superalloys heat treated to simulate service conditions. The results of the studies, employing X-ray and electron diffraction analysis and energy dispersive X-ray analysis, showed that the alloys contain (a) script-type metal-carbon (MC) carbides, (b) two types of eutectics (both containing M23C6-type carbides), (c) M23C6 carbides precipitated in the vicinity of script-type MC carbides and M23C6 eutectics, and (d) very fine MC carbides precipitated along crystallographic planes of the matrix phase. The molybdenum-modified Alloys XC-224 and XC-224Fe also contain M6C carbides. The compositional and crystallographic data for the phases are presented and discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSolid phases. =650 \0$aCobalt alloys. =650 \0$aMolybdenum. =650 14$aSolid phases. =650 24$aCobalt alloys. =650 24$aMolybdenum containing alloys. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11640J.htm =LDR 03019nab a2200493 i 4500 =001 JTE11631J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11631J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11631J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA645 =082 04$a620.136$223 =100 1\$aMeininger, RC.,$eauthor. =245 10$aConcrete Core Strength-The Effect of Length to Diameter Ratio /$cRC. Meininger, FT. Wagner, KW. Hall. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe ASTM Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete (C 42-68) currently contains length to diameter ratio correction factors for soaked cores but not dried cores. However, it is widely recognized that for structures which will be substantially dry in service dried cores are more appropriate. It is sometimes difficult-because of constraints of aggregate size, reinforcing bar placement, and member dimensions-to obtain drilled cores of the preferred dimensions, with a length twice the diameter. Research performed in two laboratories involving the drilling and testing of a large number of 4-in. (102-mm) diameter soaked and dried cores with length to diameter ratios of 1.0, 1.25, 1.5, 1.75, and 2.0, taken from six structural-size members, indicates that the same correction factors can be used for both moisture conditions and that the factors now in ASTM Method C 42-68 should be lowered slightly. In addition, data were gathered on the effect of end preparation procedure on core strength. For the methods used (three capping procedures and grinding of the ends) no important differences in measured strength were noted. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCores. =650 \0$aCompressive strength. =650 \0$aConcretes. =650 \0$aBuilding laws. =650 14$aConcretes. =650 24$aCompressive strength. =650 24$aCores. =700 1\$aWagner, FT.,$eauthor. =700 1\$aHall, KW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11631J.htm =LDR 02957nab a2200697 i 4500 =001 JTE11639J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1977\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11639J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11639J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7872.R4 =082 04$a621.3815/4$223 =100 1\$aStarr, CD.,$eauthor. =245 10$aPrecision Secondary Resistors /$cCD. Starr, RS. Graule. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1977. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aData on the stability of resistance of four types of secondary standards containing either Manganin® (a copper-manganese-nickel alloy) or nickel-chromium-aluminum-copper resistance wire have been measured for 19 secondary standards. The standards range from 0.01 to 1000 ohms and have been tested annually for about 7 to 14 years, although one standard has been in use and tested for 33 years. The change in resistance in parts per million is documented, and causes for the change are suggested. For the most part, the stability of resistance of the precision secondary standards is much less than the manufactured tolerance of ± 30 ppm/year. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEnamel. =650 \0$aStrain. =650 \0$aOxidation. =650 \0$aPrecision. =650 \0$aResistors. =650 \0$aStability. =650 \0$aStandards. =650 \0$aCalibrating. =650 \0$aResistivity. =650 \0$aSecondary standards. =650 \0$aChange in resistance. =650 \0$aElectrical resistance. =650 \0$aElectric resistors. =650 14$aCalibrating. =650 24$aResistors. =650 24$aElectrical resistance. =650 24$aEnamel. =650 24$aOxidation. =650 24$aPrecision. =650 24$aResistivity. =650 24$aChange in resistance. =650 24$aSecondary standards. =650 24$aStability. =650 24$aStandards. =650 24$aStrain. =700 1\$aGraule, RS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 5, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1977$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11639J.htm =LDR 02994nab a2200505 i 4500 =001 JTE11877J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11877J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11877J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1892 =082 04$a678/.3$223 =100 1\$aChang, DJ.,$eauthor. =245 10$aShear Lap-Joint Testing with Rubber Substrate /$cDJ. Chang, WD. Hanna. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aA test method has been developed and demonstrated for the determination of shear strength in a lap joint with rubber-like material as a substrate. A testing fixture used a stiffened aluminum substrate with a load-transferring lip, combined with a clamp, that restrained the lateral movement of the rubber. This fixture successfully produced shear-type failures on two back-to-back single lap-joint specimens. The design of the fixture was based on the near-incompressible nature of the rubber materials. The experimental part of the task included two phases: a pathfinder test series; and the actual data generation test series. The former phase involved testing concept development, test fixture design and modification, optimization of test specimen configuration, and failure mode demonstration. This phase was conducted using specimens fabricated in-house by the Mechanics and Materials Technology Center at The Aerospace Corporation. In the second phase, actual shear failure data were generated using specimens that were machined from panels fabricated by the vendor, Elkton Division, Tactical Operations of the Thiokol Corporation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLap-joint. =650 \0$aShear strength. =650 \0$aRubber substrate. =650 \0$aRubber$vAnalysis. =650 \0$aRubber. =650 \0$aPolymers$vAnalysis. =650 14$aShear strength. =650 24$aLap-joint. =650 24$aRubber substrate. =700 1\$aHanna, WD.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11877J.htm =LDR 03259nab a2200553 i 4500 =001 JTE11882J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11882J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11882J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE251.5 =082 04$a625.725$223 =100 1\$aDivinsky, M.,$eauthor. =245 10$aDevelopment of a Road Roughness Profile Delineation Procedure /$cM. Divinsky, S. Nesichi, M. Livneh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThere are several approaches to delineation of statistically homogeneous units for pavement response variables in a selected property, and one of them, the cumulative difference approach, is presented in the AASHTO Guide for Design of Pavement Structures (1993) This method is a relatively powerful analytical one, when the nature of the measurements involves delineating homogeneous units with different mean value levels.However, there are other cases when the delineation procedure should be applied for data with different levels of scatter characteristics, such as with standard deviation or range.This modified cumulative difference approach is fully described in this paper with application to delineating statistically homogeneous units along a road profile of roughness measurements.The suggested approach provides an advantage in delineating scattered characteristics and shows a high level of efficiency as evidenced by practical applications.The results presented are expected to serve as a basis for enhancing quality control criteria in the construction, as well as in the maintenance stages.Another goal is to serve any advanced pavement management system (PMS) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRoad roughness. =650 \0$aPavement surface. =650 \0$aHomogeneous units. =650 \0$aResponse variables. =650 \0$aPavement performance. =650 \0$aInstrumentation. =650 14$aHomogeneous units. =650 24$aPavement surface. =650 24$aResponse variables. =650 24$aRoad roughness. =650 24$aScattered characteristics. =650 24$aCumulative difference approach. =700 1\$aNesichi, S.,$eauthor. =700 1\$aLivneh, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11882J.htm =LDR 02929nab a2200613 i 4500 =001 JTE11878J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11878J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11878J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHV6432 =082 04$a303.625$223 =100 1\$aGibson, PW.,$eauthor. =245 12$aA Test Method to Determine the Relative Humidity Dependence of the Air Permeability of Woven Textile Fabrics /$cPW. Gibson, AE. Elsaiid, CE. Kendrick, D. Rivin, M. Charmchi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aThis paper describes a test method used to determine the relative humidity dependence of the air permeability of hygroscopic woven textile fabrics. Changes in fabric structure as hygroscopic fibers swell at high humidities can have a large influence on the measured air permeability of materials such as cotton, wool, silk, and nylon fabrics. The method is sensitive enough to show sorption hysteresis effects in the relative humidity versus air permeability curve. The instrumentation also permits dynamic measurements during a step change in relative humidity. Typical results are shown for seven fabrics, covering a range of fiber hygroscopic properties and air permeabilities. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTextiles. =650 \0$aPermeation. =650 \0$aTest methods. =650 \0$aWoven fabric. =650 \0$aMass transfer. =650 \0$aAir permeability. =650 \0$aDiffusion. =650 \0$aAtmospheric diffusion. =650 14$aAir permeability. =650 24$aDiffusion. =650 24$aMass transfer. =650 24$aTextiles. =650 24$aTest methods. =650 24$aPermeation. =650 24$aWoven fabric. =700 1\$aElsaiid, AE.,$eauthor. =700 1\$aKendrick, CE.,$eauthor. =700 1\$aRivin, D.,$eauthor. =700 1\$aCharmchi, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11878J.htm =LDR 03247nab a2200637 i 4500 =001 JTE11884J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11884J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11884J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.2 =082 04$a620.1/9204232$223 =100 1\$aCai, Z.,$eauthor. =245 10$aNew Technique for Evaluating Damping of Longitudinal Free Vibration in Wood-Based Materials /$cZ. Cai, MO. Hunt, KJ. Fridley, DV. Rosowsky. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aClassical log-decrement techniques have been used to evaluate the damping property of materials. However, the consistency and repeatability of the methods when applied to wood and wood-based materials have been found lacking. A different way to view the free vibration of a single-degree-of-freedom system in the x - ?x plane is presented. A new method that uses all sample points and does not require a knowledge of the initial conditions to determine the damping properties is developed. A comparison between the new method and the classical method is made for three wood-based materials: solid wood, medium density fiberboard (MDF), and particleboard. The results show that the new method is more consistent and repeatable in measuring damping than the classical method. For the six cases examined, there was an absolute average difference of 3.8% in measuring log-decrement between the methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aDamping. =650 \0$aPhase plot. =650 \0$aLog-decrement. =650 \0$aParticleboard. =650 \0$aFree vibration. =650 \0$aViscoelastic materials. =650 \0$aMedium density fiberboard. =650 \0$aViscoelastic materials$xMechanical properties. =650 \0$aTECHNOLOGY & ENGINEERING$xEngineering. =650 14$aFree vibration. =650 24$aViscoelastic materials. =650 24$aDamping. =650 24$aPhase plot. =650 24$aLog-decrement. =650 24$aWood. =650 24$aParticleboard. =650 24$aMedium density fiberboard. =700 1\$aHunt, MO.,$eauthor. =700 1\$aFridley, KJ.,$eauthor. =700 1\$aRosowsky, DV.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11884J.htm =LDR 02613nab a2200625 i 4500 =001 JTE11876J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11876J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11876J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS627.P55 =082 04$a631.4/52$223 =100 1\$aSorini, SS.,$eauthor. =245 10$aDevelopment and Precision Testing of a Standard Test Method for Screening Fuels in Soils /$cSS. Sorini, JF. Schabron. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe ASTM Standard Test Method for Screening Fuels in Soils (D-5831-95), uses low-toxicity chemicals and can be used to screen organic-rich soils. It is also fast, easy, and inexpessive to perform. This screening method calls for extracting a sample of soil with isopropyl alcohol following treatment with calcium oxide. The resulting extract is filtered, and the ultraviolet absorbance of the extract is measured at 254 nm. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFuels. =650 \0$aSoils. =650 \0$aPrecision. =650 \0$aExtraction. =650 \0$aContamination. =650 \0$aRepeatability. =650 \0$aField screening. =650 \0$aReproducibility. =650 \0$aUltraviolet absorbance. =650 \0$aSoil. =650 14$aField screening. =650 24$aContamination. =650 24$aFuels. =650 24$aSoils. =650 24$aExtraction. =650 24$aUltraviolet absorbance. =650 24$aPrecision. =650 24$aReproducibility. =650 24$aRepeatability. =700 1\$aSchabron, JF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11876J.htm =LDR 03023nab a2200445 i 4500 =001 JTE11873J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11873J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11873J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.T46 =082 04$a721/.0449$223 =100 1\$aWang, C.,$eauthor. =245 12$aA Constitutive Model for Metals at High Strain Rates Accurately Determined by the Tensile Impact Recovery Experimental Technique /$cC. Wang, Y. Zhou, Y. Xia. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aBased on the loading-unloading test, the tensile impact recovery experimental technique has been developed to obtain the isothermal stress-strain relations of materials under high strain rates. The thermal softening effect can be decoupled by comparing the isothermal stress-strain relations with the adiabatic stress-strain relations at the same strain rate. In the present paper, recovery experiments of brass have been carried out on a self-designed rotating disk tensile impact apparatus. According to the parabolic strain hardening power-law thermoviscoplastic constitutive model, strain hardening parameter, strain-rate strengthening parameter and thermal softening parameter have been decoupled from experimental results. Furthermore, from these parameters, one can determine the theoretical isothermal curves and adiabatic curves at high strain rates, showing a good match with the experimental results respectively. This shows that the teasile impact recovery experimental technique is effective and reliable, and is an important means for the study of thermomechanical coupling. The experimental results also reveal that brass is a typical thermoviscoplastic material. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTensile architecture. =650 14$aRecovery experimental technique. =650 24$aTensile impact and thermodynamic coupling. =700 1\$aZhou, Y.,$eauthor. =700 1\$aXia, Y.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11873J.htm =LDR 02732nab a2200553 i 4500 =001 JTE11883J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11883J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11883J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD49 =082 04$a353.9/5$223 =100 1\$aJohnston, RG.,$eauthor. =245 10$aEffective Vulnerability Assessment of Tamper-Indicating Seals /$cRG. Johnston. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aSecurity seals are widely used to detect tampering or unauthorized entry. In the author's view, existing standards for vulnerability assessment of security seals are incomplete. This paper discusses the critical attributes of effective vulnerability assessment. These include: a clear understanding of what seal vulnerability assessment is and why it is undertaken; use of appropriate assessment personnel; assessment at the earliest possible stage of seal development; analysis conducted with the proper emphasis and context; rejection of findings of zero vulnerabilities; avoidance of the term "tamper-proof", characterization of the degree of defeat; and thorough reporting of findings. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAntipilferage. =650 \0$aSecurity seals. =650 \0$aTamper detection. =650 \0$aTamper-evident devices. =650 \0$aTamper-indicating seals. =650 \0$aRisk Assessment$vmethods. =650 \0$aVulnerability. =650 14$aSecurity seals. =650 24$aTamper-indicating seals. =650 24$aTamper-indicating devices. =650 24$aTamper-evident devices. =650 24$aTamper detection. =650 24$aTags. =650 24$aAntipilferage. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11883J.htm =LDR 02362nab a2200541 i 4500 =001 JTE11879J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11879J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11879J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aKleemans, CP.,$eauthor. =245 10$aFatigue and Creep Crack Growth in Fine Sand Asphalt Materials /$cCP. Kleemans, J. Zuidema, RL. Krans, JMM Molenaar, F. Tolman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aFatigue and creep crack growth experiments in sand asphalt specimens have been performed in four-point beading and center cracked tensile setups. Specimen thickness, frequency, and R values were varied. Most of the tests were constant load experiments, but a constant ?K experiment was also performed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFine sand asphalt. =650 \0$aCreep crack growth. =650 \0$aFatigue crack growth. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFine sand asphalt. =650 24$aFatigue crack growth. =650 24$aCreep crack growth. =700 1\$aZuidema, J.,$eauthor. =700 1\$aKrans, RL.,$eauthor. =700 1\$aMolenaar, JMM,$eauthor. =700 1\$aTolman, F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11879J.htm =LDR 03575nab a2200529 i 4500 =001 JTE11880J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11880J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11880J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aGong, Y.,$eauthor. =245 10$aStrain-Controlled Cumulative Fatigue with Mean Strains and High-Cycle and Low-Cycle Interaction /$cY. Gong, MP. Norton. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThis work reports on baseline fatigue and cumulative fangue damage results of mild steel under cyclic strain control All cumulative damage tests were conducted with a step loading in a decreasing order, from a high strain amplitude of 0.4 or 0.3% to a lower one of 0.2%. Different mean strain values of -0.2, 0, and 0.2% were applied in each strain amplitude level. Seven combinations of strain amplitude and mean strain were investigated. It was observed that cyclic softening in the second level was significantly stabilized by the presence of the first level, which accounts for approximately 20% of the total fatigue life. Mean stress relaxation in the second level depended upon the loading in the first level and was similar to that for single-level loading under certain strain amplitudes and mean strains. The damage summations in terms of cycle ratio (Miner's damage sum), both with and without mean strain correction, were calculated and discussed. For all of the cases investigated, the average damage summations were found to be in the range of 0.94 to 1.28. The degree of approximation and the deviation of each individual test from unity depends on whether mean strain correction was made. The competing effects of mean stresses induced and plastic deformation tended to overshadow the more classical loading sequence effects in terms of the damage summation. Fatigue damage accumulation has also been analyzed using Continuum Damage Mechanics modeling. The sources of the deviation of damage summation from unity and the nonlinear accumulation of damage are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMean strain. =650 \0$aMean stress. =650 \0$aStep loading. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aCumulative fatigue damage of metals. =650 24$aStep loading. =650 24$aMean strain. =650 24$aMean stress. =650 24$aContinuum damage mechanics. =700 1\$aNorton, MP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11880J.htm =LDR 03376nab a2200505 i 4500 =001 JTE11874J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11874J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11874J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD139.P6 =082 04$a547.7046$223 =100 1\$aLu, X.,$eauthor. =245 10$aCharacterization of Styrene-Butadiene-Styrene Polymer Modified Bitumens-Comparison of Conventional Methods and Dynamic Mechanical Analyses /$cX. Lu, U. Isacsson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aRheological properties of styrene-butadiene-styrene polymer (SBS) modified bitumens were studied using conventional test methods (penetration, softening point, kinematic viscosity and Fraass breaking point) and dynamic mechanical analysis (DMA). The study indicated that SBS modification improved the viscoelastic properties of bitumens, which can be demonstrated using DMA but not conventional methods. Significantly improved properties of binders included increased dynamic mechanical moduli and decreased phase angle at high temperatures, as well as reduced complex modulus and increased phase angle at low temperatures. SBS modification also caused reductions in glass transition temperature, Fraass breaking point, and temperature susceptibility. The degree of improvement was observed to be influenced by bitumen source/grade and polymer content/structure. Comparison showed that certain relationships exist between parameters obtained using conventional methods and DMA, such as between penetration and complex modulus, kinematic viscosity and complex viscosity, and Fraass breaking point and glass transition temperature. However, the main conclusion of the study is that conventional test parameters such as penetration and softening point are not suitable for characterization of rheological properties of SBS modified bitumens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHighway materials. =650 \0$aConventional methods. =650 \0$aPolymers$vAnalysis. =650 14$aHighway materials. =650 24$aPolymer modified bitumens. =650 24$aStyrene-butadiene-styrene polymer. =650 24$aRheological characterization. =650 24$aConventional methods. =650 24$aDynamic mechanical analysis. =700 1\$aIsacsson, U.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11874J.htm =LDR 03147nab a2200541 i 4500 =001 JTE11881J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11881J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11881J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aH62 =082 04$a300/.7/2$223 =100 1\$aCeasar-Spall, K.,$eauthor. =245 10$aRegression Analysis as an Aid in Making Oboe Reeds /$cK. Ceasar-Spall, JC. Spall. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aProfessional oboe players almost always have to make their own reeds, which involves a time-consuming process often fraught with wasted effort and discarded results. About one fourth of the total time spent on a reed involves getting it to a stage where it can be tried out on the oboe. Regression analysis was used to aid in making predictions about the ultimate quality of a finished reed based on data available at the initial try-out. The inputs to the regression model consist of several different characteristics of the cane used in making the reeds, and an assessment of the reed in its early stages through this initial try-out on the oboe. The goal to be able to decide whether or not to continue to work on the reed past this stage, based on the predictions of the regression. Thus far, the outcomes predicted by the regression have coincided reasonably closely with the actual outcomes in trials. Several regression models were tried, ranging from pure linear to curvilinear models that include interaction terms and/or squared terms. A particular curvilinear model was deemed the most appropriate. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCurvilinear model. =650 \0$aOboe reed quality. =650 \0$aMusical instrument. =650 \0$aStatistical analysis. =650 \0$aMultivariate regression. =650 \0$aMultivariate analysis. =650 \0$aRegression analysis. =650 14$aMusical instrument. =650 24$aOboe reed quality. =650 24$aStatistical analysis. =650 24$aMultivariate regression. =650 24$aCurvilinear model. =700 1\$aSpall, JC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11881J.htm =LDR 02750nab a2200481 i 4500 =001 JTE11875J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11875J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11875J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5415.153 =082 04$a658.5$223 =100 1\$aShaw, LL.,$eauthor. =245 10$aMeasurement of the Fracture Energy of Interfaces in Composites Through Sandwich-Type Chevron-Notched Specimens /$cLL. Shaw. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b55 =520 3\$aA sandwich-type chevron-notched specimen with a phase angle of loading near zero has been proposed to measure the fracture energy of interfaces arising mainly from chemical bonding. With the specimen configuration of this kind, the advantages from both sandwich test specimens and chevron-notched specimens can be combined to provide an easy and accurate test for the measurement of the interfacial fracture energy. The validity of the specimen has been analyzed in terms of the mechanics of sandwich-type specimens and chevron-notched specimens, and demonstrated using the Al2O3/Nb bimaterial system. The results show that for a phase angle of loading around -7° the Al2O3/Nb interface has a fracture energy of 9.3 ± 0.2 J/m2 that changes to 16.8 ± 1.1 J/m2 when Nb is preoxidized before the formation of the Al2O3/Nb interface. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSandwich-type specimens. =650 \0$aChevron-notched specimens. =650 \0$aComposites. =650 \0$aComposite materials. =650 14$aFracture energy of interfaces. =650 24$aChevron-notched specimens. =650 24$aSandwich-type specimens. =650 24$aAlumina-niobium interfaces. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11875J.htm =LDR 02994nab a2200577 i 4500 =001 JTE11871J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11871J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11871J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.S5 =082 04$a620.1/8923$223 =100 1\$aSchrøder-Pedersen, A.,$eauthor. =245 12$aA Comparison of Calculated Geometric Surface Area and Measured BET Surface Area for a Metal Powder /$cA. Schrøder-Pedersen, J. Kjøller, B. Larsen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThe specific surface areas of gas atomized (spherical) metal powder fractionated into 6 size fractions below 125 ?m were determined by BET measurements and by geometric derivation from particle size distributions. The areas obtained were compared and a linear correlation was found. Even though the total areas measured were relatively low, in the range of 0.3 m2, the BET measurements followed the areas derived from particle size with a proportionality factor around 1.8. It was concluded that BET surface area measurements represent true area closely, when true area is understood as the envelope best fitting the powder particles. The deviation of the BET measurements from the true area is concluded to be less than 20%, with increasing accuracy for increasing specific surface area. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMetal powder. =650 \0$aParticle size. =650 \0$aBET surface area. =650 \0$aSpherical particles. =650 \0$aSpecific surface area. =650 \0$aGeometric surface area. =650 \0$aMetal powder products. =650 \0$aPowder metallurgy. =650 14$aGeometric surface area. =650 24$aBET surface area. =650 24$aMetal powder. =650 24$aSpherical particles. =650 24$aSpecific surface area. =650 24$aParticle size. =700 1\$aKjøller, J.,$eauthor. =700 1\$aLarsen, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11871J.htm =LDR 03005nab a2200529 i 4500 =001 JTE11872J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11872J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11872J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH105.V8 =082 04$a508.755/1$223 =100 1\$aTan, SA.,$eauthor. =245 12$aA New Apparatus for Measuring the Drainage Properties of Porous Asphalt Mixes /$cSA. Tan, TF. Fwa, CT. Chuai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aA new apparatus is designed to measure the permeability of porous asphalt road mixes under laboratory conditions. This apparatus works on the falling head principle, from which the falling head with time through a porous specimen is measured with a pracise pressure transducer at very close time intervals (10 readings/s). Using the falling head data, she specific discharge through the specimen can be computed and the penneability of the material obtained from the velocity versus hydraulic gradient relationship. Tests on unbound specimens made with glass spheres showed excellent agreement with constant head test results. The influence of specimen diameter and thickness in relation to particle size is examined, and recommendation for appropriate specimen size proposed. Tests with three types of common porous asphalt mixes were conducted and it is demonstrated that specification of void content alone is not adequate for describing the drainage property of a porous mix. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFalling head test. =650 \0$aDrainage properties. =650 \0$aPorous asphalt mixes. =650 \0$aPermeability apparatus. =650 \0$aDrainage$xEnvironmental aspects. =650 \0$aEcology. =650 14$aPermeability apparatus. =650 24$aFalling head test. =650 24$aDrainage properties. =650 24$aPorous asphalt mixes. =700 1\$aFwa, TF.,$eauthor. =700 1\$aChuai, CT.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11872J.htm =LDR 03645nab a2200577 i 4500 =001 JTE20120047 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120047$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120047$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aFeng, Zhengang,$eauthor. =245 10$aPerformance Evaluation of SBS Modified Asphalt with Different Anti-aging Additives /$cZhengang Feng, Song Xu, Yubin Sun, Jianying Yu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aThe effects of three different types of anti-aging additives (bumetrizole, octabenzone, and tinuvin770) on the physical and rheological properties of styrene butadiene styrene (SBS) modified asphalt were investigated by means of conventional physical properties tests and dynamic shear rheometer (DSR) tests. In order to evaluate the aging properties of different anti-aging additive/SBS modified asphalts, the thin film oven test and ultraviolet (UV) radiation test were performed, and different aging parameters were compared. The results show that the penetration, ductility, and softening point are increased, whereas the viscosity is decreased, with the addition of different anti-aging additives. The DSR analysis indicates that anti-aging additives can enhance the elastic behavior and improve the thermal stability of SBS modified asphalt. Improvement in the thermal-oxidative aging properties of SBS modified asphalt can be achieved with the three different anti-aging additives, but the UV aging properties of anti-aging additive/SBS modified asphalts are dependent on the type of anti-aging additive. Of the three different anti-aging additives, tinuvin770 improves both the thermal- and the photo-oxidative aging resistance of SBS modified asphalt significantly. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aUV aging. =650 \0$aAnti-aging additive. =650 \0$aRheological property. =650 \0$aSBS modified asphalt. =650 \0$aThermal-oxidative aging. =650 \0$aPavements,Asphalt$xAdditives. =650 \0$aPolymers$xMechanical properties. =650 \0$aTECHNOLOGY & ENGINEERING$xEngineering (General) =650 14$aSBS modified asphalt. =650 24$aAnti-aging additive. =650 24$aThermal-oxidative aging. =650 24$aUV aging. =650 24$aRheological property. =700 1\$aXu, Song,$eauthor. =700 1\$aSun, Yubin,$eauthor. =700 1\$aYu, Jianying,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 5 Special Issue on the 2nd International Conference on Sustainable Construction Materials: Design, Performance and Applications.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120047.htm =LDR 03310nab a2200541 i 4500 =001 JTE20120060 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120060$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120060$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a625.85$223 =100 1\$aWei, Jianming,$eauthor. =245 10$aApplication of Sessile Drop Method to Determine Surface Free Energy of Asphalt and Aggregate /$cJianming Wei, Yuzhen Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aSurface free energy is an important parameter to determine the work of adhesion between the asphalt binder and the aggregate, which is related to the moisture damage of asphalt mixture. In this study, the sessile drop technique was performed to obtain the contact angle between asphalt/aggregate and different probe liquids. The surface free energies of asphalt and aggregate were characterized on the basis of the Owens-Wendt's theory. It was found that the sessile drop technique is a convenient way to determine the static contact angle. A test procedure was developed to offer a clear method to prepare the sample and measure the contact angle. The surface free energy of aggregate determined in this study was found to be smaller than that measured in other techniques because of equilibrium spreading pressure. The work of adhesion calculated from surface free energy can be utilized to choose the best combination of asphalt and aggregate, which can work as a reference in the selection of materials. Meanwhile, it was found that for the same aggregate, the pull-off strength and the work of adhesion of each asphalt-aggregate have the same trend of ranking. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt. =650 \0$aAggregate. =650 \0$aSessile drop. =650 \0$aContact angle. =650 \0$aSurface free energy. =650 \0$aAsphalt$xMicrostructure. =650 \0$aMicromechanics. =650 14$aContact angle. =650 24$aSessile drop. =650 24$aSurface free energy. =650 24$aAsphalt. =650 24$aAggregate. =700 1\$aZhang, Yuzhen,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 5 Special Issue on the 2nd International Conference on Sustainable Construction Materials: Design, Performance and Applications.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120060.htm =LDR 03109nab a2200529 i 4500 =001 JTE20120092 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120092$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120092$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.N35 N24747 2013 =082 04$a620.1/18$223 =100 1\$aZuo, Junqing,$eauthor. =245 10$aSensing Properties of Carbon Nanotube-Carbon Fiber/Cement Nanocomposites /$cJunqing Zuo, Wu. Yao, Xiaoyan Liu, Junjie Qin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aIn this work, carbon nanotubes (CNTs) were added into a carbon fiber cement system to produce carbon nanotube-carbon fiber/cement nanocomposites in the form of pastes. The compressive strength, morphology, pressure-sensitive properties, and temperature-sensitive properties were tested. The results show strengthening of the mechanical properties and pressure sensitivity as the CNT content increases from 0.2 % to 1.0 % by mass of cement. The addition of CNTs into cement paste also leads to enhancement of the temperature sensitivity. Additionally, microscopic observation shows that CNTs act as fillers, which results in a dense microstructure of cement paste. Test results indicate that the carbon nanotube-carbon fiber/cement composites show potential either as stress sensors for vehicle detection, weigh-in-motion measurement, and vehicle speed detection or as thermistors for temperature monitoring in concrete structures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCarbon fiber. =650 \0$aCarbon nanotubes. =650 \0$aSensing properties. =650 \0$aCement nanocomposites. =650 \0$aNanostructured materials. =650 14$aSensing properties. =650 24$aCarbon nanotubes. =650 24$aCarbon fiber. =650 24$aCement nanocomposites. =700 1\$aYao, Wu.,$eauthor. =700 1\$aLiu, Xiaoyan,$eauthor. =700 1\$aQin, Junjie,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 5 Special Issue on the 2nd International Conference on Sustainable Construction Materials: Design, Performance and Applications.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120092.htm =LDR 02751nab a2200541 i 4500 =001 JTE20120045 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120045$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120045$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP884.A3 =082 04$a666/.893$223 =100 1\$aWang, Guiming,$eauthor. =245 10$aShrinkage-induced Damage Evolution for Concrete Overlay /$cGuiming Wang, Yun Kong, Zhanqi Guo, Zhonghe Shui, Zheng Leng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aIn this paper, we investigate the development of stress and the debonding behavior of thin bonded concrete overlays under restrained conditions. The results show us that the fractured mode of a concrete repair system will change clearly along the new concrete with higher shrinkage deformation to crack along the interfacial layer, and with increasing intensity strength, the interfacial layer becomes stronger so that it is hard for the concrete repair system to fail. It is difficult to predict the exact crack pathway of a concrete repair system unless the condition of the meso-structure is known. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOverlay. =650 \0$aShrinkage. =650 \0$aSimulation. =650 \0$aInterfacial layer. =650 \0$aConcrete$xAdditives. =650 14$aShrinkage. =650 24$aSimulation. =650 24$aInterfacial layer. =650 24$aOverlay. =700 1\$aKong, Yun,$eauthor. =700 1\$aGuo, Zhanqi,$eauthor. =700 1\$aShui, Zhonghe,$eauthor. =700 1\$aLeng, Zheng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 5 Special Issue on the 2nd International Conference on Sustainable Construction Materials: Design, Performance and Applications.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120045.htm =LDR 03274nab a2200517 i 4500 =001 JTE20120093 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120093$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120093$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE153 =082 04$a625.7$223 =100 1\$aAkbarnejad, S.,$eauthor. =245 10$aApplication of the Steam Aging Method to Evaluate the Long-Term Performance of Secondary Materials for Road Construction /$cS. Akbarnejad, L. J. M. Houben, A. A. A. Molenaar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aLong-term performance of secondary materials is becoming a challenging aspect in road construction because, as a result of their benefits, they are being used on a large scale. The problem with these materials, however, is that their future behaviors are difficult to estimate. In this study, aging is proposed as a means of exploring the long-term mechanical and physical performance of secondary materials. A blast furnace slag (BFS) mixture, which is routinely used in the Netherlands in road (sub-)base construction, was selected as a reference material. A motorway in the Netherlands was used as a source of field-aged BFS materials. The base layer of this motorway suddenly experienced serious failures. To prevent similar problems, an aging method was suggested to detect potential poor material performance at an early stage. The steam aging approach was chosen and applied to the field-aged and fresh materials. This aging treatment has affected material characteristics. This showed that there is a linkage between material performance, mixture composition, and aging conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAging. =650 \0$aRoad base. =650 \0$aSecondary materials. =650 \0$aBridges$xDesign andconstruction. =650 \0$aRoads$xDesign andconstruction. =650 14$aGranulated blast furnace slag. =650 24$aAging. =650 24$aSecondary materials. =650 24$aRoad base. =700 1\$aHouben, L. J. M.,$eauthor. =700 1\$aMolenaar, A. A. A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 5 Special Issue on the 2nd International Conference on Sustainable Construction Materials: Design, Performance and Applications.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120093.htm =LDR 03791nab a2200613 i 4500 =001 JTE20120057 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120057$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120057$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBD553 =082 04$a146/.6$223 =100 1\$aMa, Tao,$eauthor. =245 10$aDegradation Behavior and Mechanism of HMA Aggregate /$cTao Ma, Xiaoming Huang, Yongli Zhao, Hao Yuan, Xin Ma. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe degradation behavior and mechanism of aggregate used for hot mix asphalt (HMA) mixtures has been investigated in this study. Laboratory tests, including the crushing test, Marshall compactor test, and Superpave gyratory compactor test, were used to evaluate the degradation behavior of single-size aggregate and/or graded aggregates. In order to verify the laboratory test results, the degradation of field HMA materials extracted from asphalt pavements after long-time service was also evaluated. The stress-transfer model for an aggregate skeleton was analyzed in order to provide a fundamental understanding of the stress distribution and degradation mechanism of the aggregate system. The results indicate that the degradation of the aggregate gradation is not random and has a fixed internal trend. The 4.75 mm aggregate proved to be the demarcation point between coarse and fine aggregate. During the degradation process, coarse aggregate tends to break into graded aggregate to form a well-balanced skeleton to bear an external load, and the 4.75 mm aggregate plays a key role in the graded aggregate. The crushing test and Superpave gyratory compactor test proved to be easily done and promising for capturing the degradation of aggregate and the gradation of HMA. The variation in the retained percentage of 4.75 mm aggregate and the breakdown ratio of the original aggregate and/or gradation can quantitatively depict the degradation of HMA aggregate. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAggregate. =650 \0$aGradation. =650 \0$aDegradation. =650 \0$aCrushing test. =650 \0$aMarshall compactor. =650 \0$aMechanism(Philosophy) =650 \0$aPhilosophy of mind. =650 \0$aEthics. =650 14$aAggregate. =650 24$aGradation. =650 24$aHMA. =650 24$aDegradation. =650 24$aCrushing test. =650 24$aMarshall compactor. =650 24$aSuperpave gyratory compactor. =700 1\$aHuang, Xiaoming,$eauthor. =700 1\$aZhao, Yongli,$eauthor. =700 1\$aYuan, Hao,$eauthor. =700 1\$aMa, Xin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 5 Special Issue on the 2nd International Conference on Sustainable Construction Materials: Design, Performance and Applications.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120057.htm =LDR 03009nab a2200529 i 4500 =001 JTE20120065 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120065$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120065$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP692.4.B5 =082 04$a553.27$223 =100 1\$aWang, Hui,$eauthor. =245 12$aA Study on Photo-thermal Coupled Aging Kinetics of Bitumen /$cHui Wang, Zhengang Feng, Bo. Zhou, Jianying Yu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThe effect of photo-thermal coupled aging on the viscosity of bitumen was investigated at three different temperatures and three different ultraviolet (UV) light intensities. The photo-thermal coupled aging kinetic model of bitumen was put forward based on the viscosity of bitumen under different photo-thermal coupled aging conditions. In order to evaluate the extent of aging in bitumen, kinetic parameters based on the aging kinetic model were calculated and compared. The results reveal that UV radiation and heat play a coupled role in accelerating the aging process of bitumen. Photo-thermal coupled aging has a greater influence on the aging rate of bitumen than single factor aging. A higher aging temperature and UV intensity have a more pronounced effect on the photo-thermal coupled aging, which leads to an obvious acceleration of the aging reaction rate. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBitumen. =650 \0$aViscosity. =650 \0$aAging kinetics. =650 \0$aBitumen$vHandbooks, manuals, etc. =650 \0$aBitume$xGuides, manuels, etc. =650 14$aBitumen. =650 24$aPhoto-thermal coupled aging. =650 24$aAging kinetics. =650 24$aViscosity. =700 1\$aFeng, Zhengang,$eauthor. =700 1\$aZhou, Bo.,$eauthor. =700 1\$aYu, Jianying,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 5 Special Issue on the 2nd International Conference on Sustainable Construction Materials: Design, Performance and Applications.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120065.htm =LDR 03090nab a2200553 i 4500 =001 JTE20120066 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120066$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120066$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.85 ASPH$223 =100 1\$aYe, Qunshan,$eauthor. =245 10$aProperties of Asphalt Mixtures Containing Various Fibers /$cQunshan Ye, Hongxin Guan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aThe effects of fiber modifiers on the performance of asphalt mixtures were investigated. Cellulose fiber, polyester fiber, and basalt mineral fiber were adopted as modifiers, and the dynamic modulus test, indirect tension fatigue test, and wheel track test were conducted in order to study the properties of asphalt mixtures containing various fibers. The test results indicate that the viscoelastic property of asphalt mixtures can be improved by the addition of fiber modifiers, which resulted in an increase of the dynamic modulus and a reduction in the phase angle. Dynamic modulus master curves also confirmed that fiber addition caused a general increase in the dynamic modulus for all mixtures evaluated within the range of the loading frequency, especially at low frequencies. The fatigue property and rutting resistance of fiber modified asphalt mixtures could be enhanced significantly. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt. =650 \0$aFiber modifier. =650 \0$aFatigue property. =650 \0$aRutting resistance. =650 \0$aViscoelastic property. =650 \0$aAsphaltconcrete$xMechanical properties. =650 \0$aAsphaltconcrete$xTesting. =650 \0$aRoad materials. =650 14$aAsphalt. =650 24$aFiber modifier. =650 24$aViscoelastic property. =650 24$aFatigue property. =650 24$aRutting resistance. =700 1\$aGuan, Hongxin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 5 Special Issue on the 2nd International Conference on Sustainable Construction Materials: Design, Performance and Applications.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120066.htm =LDR 03426nab a2200517 i 4500 =001 JTE20120048 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120048$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120048$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD139.P6 =082 04$a547/.84$223 =100 1\$aLiu, Jiesheng,$eauthor. =245 10$aInvestigation of Interaction between the Silicone Rubber Sealant and Concrete Substrate /$cJiesheng Liu, Shaopeng Wu, Haijun Lu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThis investigation aimed to study the interaction between concrete substrate and silicone rubber sealant. Several surface treatments were applied in order to obtain different levels of surface roughness in concrete substrates. The bond tensile test showed that abrasion and solvent cleaning methods improved the bond strength relative to that of untreated substrates. The effects of silane coupling agents on the bond strength was studied via two methods of application of the coupling agent, namely, (a) pre-treatment of concrete substrate in an aqueous solution of silane, and (b) adding silane to the silicone rubber sealant as an integral blend additive. No significant differences in bonding values were noted between the two methods. An increase in the amount of silane coupling agent increased the bond strength of the silicone rubber sealant, but beyond a certain point, further increases in the amount of silane lowered the bond strength. As the amount of silanes increased, the failure mode of the samples changed from adhesive failure to cohesive failure. Scanning electron microscopy and contact angle methods were employed to investigate the interface. The results strongly suggest that interface adhesion and treatments are crucial factors in creating a durable bond interface between substrate and sealant. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInterface. =650 \0$aSubstrate. =650 \0$aSilicone rubber sealant. =650 \0$aInfrared spectroscopy. =650 \0$aPolymers. =650 \0$aRaman spectroscopy. =650 14$aSilicone rubber sealant. =650 24$aInterface. =650 24$aSubstrate. =700 1\$aWu, Shaopeng,$eauthor. =700 1\$aLu, Haijun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 5 Special Issue on the 2nd International Conference on Sustainable Construction Materials: Design, Performance and Applications.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120048.htm =LDR 03321nab a2200541 i 4500 =001 JTE20120058 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120058$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120058$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a620.136$223 =100 1\$aChen, Leilei,$eauthor. =245 10$aEvaluation of Epoxy Asphalt Concrete Damping Parameters Using Impact Resonance Test /$cLeilei Chen, Zhendong Qian, Lei Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aAn evaluation of epoxy asphalt concrete (EAC) damping parameters based on the impact resonance test (IRT) is presented. The EAC beam specimens for the IRT were designed and tested under different temperatures. The damping parameters of EAC were then calculated via the logarithmic decrement method. The theoretical natural frequencies of the EAC beams were calculated and compared with the test results as a verification of the IRT, and the comparison results indicate that the IRT is an effective method for determining the damping parameters of EAC. Sensitivity analyses were conducted in order to evaluate the effect of load modes, structure types, and temperatures by means of IRT with different impulsive load modes under different temperatures for EAC beams with different support types. The results show that the damping parameters are not affected by the load modes and are affected little by the structural modes. However, they decrease significantly with increasing test temperature. The tested damping parameters can provide parameters for the accurate dynamic analysis of the EAC wearing course on bridge decks. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImpact load. =650 \0$aDamping parameter. =650 \0$aImpact resonance test. =650 \0$aEpoxy asphalt concrete. =650 \0$aConcrete. =650 \0$aPortland cement. =650 14$aEpoxy asphalt concrete. =650 24$aDamping parameter. =650 24$aImpact resonance test. =650 24$aSteel bridge deck pavement. =650 24$aImpact load. =700 1\$aQian, Zhendong,$eauthor. =700 1\$aZhang, Lei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 5 Special Issue on the 2nd International Conference on Sustainable Construction Materials: Design, Performance and Applications.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120058.htm =LDR 04359nab a2200589 i 4500 =001 JTE20120070 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120070$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120070$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.85 ASPH$223 =100 1\$aQiu, J.,$eauthor. =245 10$aEvaluating Laboratory Compaction of Asphalt Mixtures Using the Shear Box Compactor /$cJ. Qiu, N. Li, F. P. Pramesti, M. F.C. van de Ven, A. A.A. Molenaar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aLaboratory produced test specimens are usually obtained with devices like Marshall compaction, gyratory compaction, or roller compaction. However, with these methods it is difficult to control the sample-to-sample variation of the final density of the test specimens, which can strongly influence the results of performance testing. It is very important to have a repeatable and efficient production method of test specimens available in the laboratory. The shear box compactor was recently developed to simulate field compaction with a constant compressive force and a cyclic shear force with constant maximum shear angle applied to the asphalt mixture. The shear box compactor produces asphalt blocks with a size of 450 mm in length, 150 mm in width, and 145-185 mm in height. Test specimens like beams or cylinders can be obtained from the block for laboratory performance testing. In this paper, the compaction results with the shear box compactor are reported for asphalt mixtures with different gradations and binder types. Asphalt specimens with different mixture compositions, shapes, sizes, and sampling positions were investigated by volumetric properties. Finite element modeling was introduced to obtain more understanding of the compacting process of the shear box compactor. The results indicate that the decreasing of voids content of asphalt mixtures during compaction process is dependent on the gradation than the binder type. The asphalt mixture specimens obtained from the same asphalt mixture block has a variation in voids content of less than 1 %. Test specimens obtained from the upper part of the asphalt block are more compacted than specimens from the lower part. And the specimens obtained close to the side of the block are less compacted due to lack of shear stress. As a result, the shear box compactor provides a reliable means of sample preparation, making it very suitable for producing specimens with constant volumetric properties. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShear stress. =650 \0$aVoids content. =650 \0$aAsphalt mixture. =650 \0$aShear box compactor. =650 \0$aLaboratory compaction. =650 \0$aAsphaltconcrete$xMechanical properties. =650 \0$aAsphaltconcrete$xTesting. =650 \0$aRoad materials. =650 14$aShear box compactor. =650 24$aAsphalt mixture. =650 24$aLaboratory compaction. =650 24$aVoids content. =650 24$aShear stress. =700 1\$aLi, N.,$eauthor. =700 1\$aPramesti, F. P.,$eauthor. =700 1\$avan de Ven, M. F.C.,$eauthor. =700 1\$aMolenaar, A. A.A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 5 Special Issue on the 2nd International Conference on Sustainable Construction Materials: Design, Performance and Applications.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120070.htm =LDR 03127nab a2200517 i 4500 =001 JTE20120089 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120089$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120089$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD79.C8 =082 04$a543/.08956$223 =100 1\$aLi, Mingliang,$eauthor. =245 10$aMechanical Impedance Measurement on Thin Layer Surface With Impedance Hammer Device /$cMingliang Li, A. A. A. Molenaar, M. F. C. van de Ven, Wim van Keulen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe mechanical impedance describes the ability of a structure to resist motion when subjected to a given force. It has received increasing attention as a parameter that could influence the tire/road noise in the medium frequency range (630-1600 Hz). In this study, the impedance hammer device is used for measuring the mechanical impedance on thin layer surface mixture samples in the lab. In the test, the excitation is induced by hitting the sample surface with the hammer. Values of the driving force and acceleration of the vibrating slab are recorded. The mechanical impedance can then be calculated from the ratio of the force to the velocity that is obtained by integration of the acceleration. The influence of the material properties were investigated by comparing the results on different samples. A further measurement of dynamic stiffness on the same material is also discussed and related to the hammer measurement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTire/road noise. =650 \0$aThin layer surface. =650 \0$aMechanical impedance. =650 \0$aThinlayerchromatography. =650 \0$aChromatography,ThinLayer. =650 14$aMechanical impedance. =650 24$aTire/road noise. =650 24$aThin layer surface. =700 1\$aMolenaar, A. A. A.,$eauthor. =700 1\$avan de Ven, M. F. C.,$eauthor. =700 1\$avan Keulen, Wim,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 5 Special Issue on the 2nd International Conference on Sustainable Construction Materials: Design, Performance and Applications.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120089.htm =LDR 03447nab a2200517 i 4500 =001 JTE20120075 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120075$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120075$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD62.15 =082 04$a658.5/62$223 =100 1\$aQian, Shunzhi,$eauthor. =245 10$aComparison of Tensile Properties of Strain Hardening Cementitious Composite Cured in Normal and Accelerated Conditions /$cShunzhi Qian, Zhigang Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aStrain hardening cementitious composite (SHCC) has shown increasing field applications recently to take advantage of its unique tensile behavior, yet existing tensile test typically requires 28 days normal curing (NC). While this curing method is acceptable for research purpose in laboratory, it is certainly not practical for rapid quality control purpose of SHCC material onsite. Furthermore, Uniaxial Tensile Test (UTT) commonly used for SHCC material is relatively complicated and sometime difficult to implement. This paper proposes to use tensile and/or bending results from accelerated cured (AC) specimens to predict tensile properties of SHCC material under NC. The tensile test result from AC specimens has been validated with that from NC specimens with reasonable agreement. This makes it possible to use AC tensile test result to predict that from NC condition. Additionally, tensile properties predicted from AC bending specimens via inverse method have been validated with that from NC tensile specimens with certain success. Overall, it is expected that this proposed method can greatly shorten the time required for rapid quality control purpose, contributing to wider application of SHCC material in civil infrastructures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInverse method. =650 \0$aAccelerated curing. =650 \0$aTensile properties. =650 \0$aBenchmarking (Management) =650 \0$aOrganizational effectiveness. =650 14$aRapid quality control method. =650 24$aAccelerated curing. =650 24$aTensile properties. =650 24$aInverse method. =650 24$aStrain hardening cementitious composite (SHCC) =700 1\$aZhang, Zhigang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 5 Special Issue on the 2nd International Conference on Sustainable Construction Materials: Design, Performance and Applications.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120075.htm =LDR 03120nab a2200541 i 4500 =001 JTE20120052 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120052$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120052$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a620.1/27$223 =100 1\$aShui, Zhonghe,$eauthor. =245 10$aInvestigation on Characteristics of Internal Structure of Early-age Concrete by Non-destructive Testing /$cZhonghe Shui, Sha Ding, Wei Chen, Kai Li, Jianxin Lu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aNon-destructive methods such as ultrasonic wave, impact echo, and ground penetrating radar were used to study the internal structure of early-age concrete. The results indicate that the ultrasonic, stress, and electromagnetic wave velocity can reflect well the variation of the internal structure in concrete. With the influence of cement hydration, it is obvious that the three wave velocity increases and the dielectric constant decreases in the first 28 days. However, the changing of these characteristics tends to slow down with cement hydration. Results of compressive strength tests show that the combination of the three methods can accurately probe changes in the internal concrete structure at early ages. In addition, structural defects and the above steel bars in reinforced concrete were also investigated using ground penetrating radar together with the impact echo method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImpact echo. =650 \0$aUltrasonic wave. =650 \0$aEarly-age concrete. =650 \0$aGround penetrating radar. =650 \0$aNondestructivetesting. =650 14$aEarly-age concrete. =650 24$aUltrasonic wave. =650 24$aImpact echo. =650 24$aGround penetrating radar. =700 1\$aDing, Sha,$eauthor. =700 1\$aChen, Wei,$eauthor. =700 1\$aLi, Kai,$eauthor. =700 1\$aLu, Jianxin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 5 Special Issue on the 2nd International Conference on Sustainable Construction Materials: Design, Performance and Applications.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120052.htm =LDR 03761nab a2200541 i 4500 =001 JTE20120091 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120091$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120091$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.85 ASPH$223 =100 1\$aChen, Meizhu,$eauthor. =245 10$aEffect of Phase-Change Materials on Thermal and Mechanical Properties of Asphalt Mixtures /$cMeizhu Chen, Lu. Wan, Juntao Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aThe use of phase-change materials (PCMs) in asphalt mixture is expected to solve some problems related to asphalt-pavement temperature, such as rutting behaviors and urban heat island effect. This study mainly evaluated the thermal and mechanical properties of asphalt mixtures with and without various PCMs (PCM-L, PCM-Z) using laboratory performance tests. The experimental tests included thermal conductivity and diffusivity, volumetric heat capacity, indoor temperature changes versus time when heated or cooled, indirect tensile strength, high-temperature rutting, and low-temperature cracking. In addition, a hot disk thermal constants analyzer was used to measure the thermal constants of asphalt mixtures. The results showed that different PCMs had different effects on the thermal constants of asphalt mixtures. Compared with control sample, the sample with PCM-L showed a higher thermal conductivity, whereas the sample with PCM-Z had a lower thermal conductivity. Moreover, PCM-Z exhibited a more-significant phase-change adjusting-temperature effect on asphalt mixtures than PCM-L. However, the addition of PCM to asphalt mixtures resulted in a decreased indirect tensile strength and a weakened rutting resistance, but the effect of PCM-Z was smaller than that of PCM-L. In addition, the asphalt mixture with PCM-Z exhibited better cracking resistance than the mixture with PCM-L and control mixture. Therefore, it is recommended to use PCM-Z in asphalt mixtures to solve the problem of pavement at high temperatures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt mixtures. =650 \0$aThermal constants. =650 \0$aMechanical properties. =650 \0$aPhase-change material. =650 \0$aAsphaltconcrete$xMechanical properties. =650 \0$aAsphaltconcrete$xTesting. =650 \0$aRoad materials. =650 14$aAsphalt mixtures. =650 24$aPhase-change material. =650 24$aThermal constants. =650 24$aMechanical properties. =700 1\$aWan, Lu.,$eauthor. =700 1\$aLin, Juntao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 5 Special Issue on the 2nd International Conference on Sustainable Construction Materials: Design, Performance and Applications.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120091.htm =LDR 03133nab a2200541 i 4500 =001 JTE20120050 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120050$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120050$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN850 =082 04$a553.2/7$223 =100 1\$aHuang, Yongfang,$eauthor. =245 10$aEffect of Layered Double Hydroxides (LDHs) on Aging Properties of Bitumen /$cYongfang Huang, Zhengang Feng, Henglong Zhang, Jianying Yu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aLayered double hydroxide (LDH) modified bitumen was prepared via melt blending. The effects of LDHs on the physical properties and aging properties of bitumen were studied. The influence of LDHs on the chemical structure of bitumen before and after a thin film oven test (TFOT) and an ultraviolet (UV) radiation test was evaluated by means of Fourier transform infrared (FTIR) spectroscopy analysis. The results show that with increasing LDH content, the softening point and viscosity of bitumen gradually increase, whereas the ductility and penetration of bitumen decrease. LDHs can improve the ability of bitumen to resist TFOT aging and UV aging, especially when the LDH content is more than 3 wt. %. In the FTIR analysis, it is seen that LDHs can inhibit the oxidation of bitumen during TFOT and UV aging, resulting in smaller carbonyl and sulphoxide contents than in the pristine bitumen. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBitumen. =650 \0$aAging properties. =650 \0$aLayered double hydroxides. =650 \0$aBitumen$xComposition. =650 \0$aBitumen$xGeology. =650 \0$aPetroleum$xComposition. =650 14$aLayered double hydroxides. =650 24$aBitumen. =650 24$aAging properties. =650 24$aFourier transform infrared spectroscopy. =700 1\$aFeng, Zhengang,$eauthor. =700 1\$aZhang, Henglong,$eauthor. =700 1\$aYu, Jianying,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 5 Special Issue on the 2nd International Conference on Sustainable Construction Materials: Design, Performance and Applications.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120050.htm =LDR 03136nab a2200577 i 4500 =001 JTE20120056 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120056$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120056$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.85 ASPH$223 =100 1\$aTan, Yiqiu,$eauthor. =245 10$aComparative Study on Laboratory Performance of Hot- and Warm-mix Asphalt Mixtures /$cYiqiu Tan, Meng Guo, Huining Xu, Rui Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b35 =520 3\$aIn an effort to study sustainable environmentally friendly pavement, the physical mechanics and road performance of warm-mix asphalt mixtures based on an emulsifying platform were studied via the Marshall design method. The results show that the optimum asphalt content of warm-mix asphalt mixtures is generally higher than that of hot-mix asphalt mixtures by 0.1 % to 0.2 %; the values of the stability, bulk specific gravity, air voids, and voids in mineral aggregate do not change significantly; and the number of voids filled with asphalt and the flow value increase a little. The residual stability value of warm-mix asphalt mixtures increases, whereas the freeze-thaw splitting strength decreases. The high-temperature performance and seepage performance of warm-mix asphalt mixtures are similar to those of hot-mix asphalt mixtures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAdditive. =650 \0$aRoad performance. =650 \0$aWarm-mix asphalt. =650 \0$aEmulsifying platform. =650 \0$aMix proportion design. =650 \0$aAsphaltconcrete$xTesting. =650 \0$aAsphalt$xAdditives. =650 \0$aRoad materials. =650 14$aWarm-mix asphalt. =650 24$aMix proportion design. =650 24$aRoad performance. =650 24$aAdditive. =650 24$aEmulsifying platform. =700 1\$aGuo, Meng,$eauthor. =700 1\$aXu, Huining,$eauthor. =700 1\$aZhang, Rui,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 5 Special Issue on the 2nd International Conference on Sustainable Construction Materials: Design, Performance and Applications.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120056.htm =LDR 03275nab a2200541 i 4500 =001 JTE20120054 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120054$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120054$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.O1 =082 04$a541.2242$223 =100 1\$aZhonghe, Shui,$eauthor. =245 10$aChloride Binding Capacity of Cement Paste Containing Layered Double Hydroxide (LDH) /$cShui Zhonghe, Ma. Juntao, Chen Wei, Chen Xiaoxing. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe chloride binding capacity of concrete can affect the rate of chloride ingress, which ultimately determines the chloride-ion resistance. A layered double hydroxide (LDH) can absorb the chloride ions in cement paste and delay chloride ingress in the structure. A method for evaluating the chloride binding capacity of cement paste was used in the experiment reported herein. We compare Mg-Al LDH under different treatments (including CO32- series and NO3- series) in order to determine the chloride binding capacity of the LDH. The binding mechanism is explored in this article. The experimental results indicate that LDH processes have a remarkable chloride ion binding capacity. The addition of LDH can improve the chloride binding capacity of cement paste significantly. Cement paste containing roasted LDH has a better chloride binding capacity than that containing unroasted LDH or rehydrated LDH. Based on the comparison of LDHs with different anions, the chloride binding capacity of NO3- series LDH appears to be more powerful than that of CO32- series LDH. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRoasted. =650 \0$aIon-exchange. =650 \0$aChloride binding capacity. =650 \0$aLayered double hydroxides. =650 \0$aHydroxides$xchemistry. =650 \0$aChimie. =650 14$aLayered double hydroxides. =650 24$aChloride binding capacity. =650 24$aIon-exchange. =650 24$aRoasted. =700 1\$aJuntao, Ma.,$eauthor. =700 1\$aWei, Chen,$eauthor. =700 1\$aXiaoxing, Chen,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 5 Special Issue on the 2nd International Conference on Sustainable Construction Materials: Design, Performance and Applications.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120054.htm =LDR 03657nab a2200541 i 4500 =001 JTE20120049 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120049$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120049$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA436 =082 04$a691/.5$223 =100 1\$aWoldekidan, M. F.,$eauthor. =245 10$aNonlinear Response Characterization of Bituminous Mortar /$cM. F. Woldekidan, M. Huurman, L. T. Mo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aIn mesomechanics performance studies of porous asphalt concrete (PA), one of the crucial component materials influencing the raveling performance of the mixture is bituminous mortar. In relation fatigue performance, the viscoelastic response of the mortar for loads corresponding to the magnitude and frequency of the truck loading is important. In this paper, the mechanical response of a bituminous mortar material is investigated at various shear stress levels and loading frequencies. A dynamic shear rheometer setup with a specimen geometry specially developed for mortar testing is utilized. The mortar, which consists of bitumen, filler, and fine fractions of sand, is produced with a composition similar to that of a standard PA mixture. The tests were conducted at various temperatures in the frequency domain. The results show that the selected mortar test setup produces results with good repeatability. The results of high shear measurements show the presence of nonlinear behavior at shear stress levels in the range of 10 kPa for temperatures of 30°C and above. At temperatures of 0°C and below, the mortar exhibits linear viscoelastic behavior at shear stress levels of up to 1 MPa. The observed nonlinear viscoelastic behavior is described using Schapery nonlinear theory. The paper discusses the testing methods and the interpretation and description of results with the nonlinear theory. It also discusses the implications of the results for mechanistic based PA performance models. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBurgers' model. =650 \0$aPorous asphalt. =650 \0$aMortar response. =650 \0$aNonlinear behavior. =650 \0$aHistoric buildings$xMaintenance and repair. =650 \0$aMortar. =650 14$aDSR. =650 24$aPorous asphalt. =650 24$aMortar response. =650 24$aNonlinear behavior. =650 24$aBurgers' model. =700 1\$aHuurman, M.,$eauthor. =700 1\$aMo, L. T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 5 Special Issue on the 2nd International Conference on Sustainable Construction Materials: Design, Performance and Applications.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120049.htm =LDR 03439nab a2200541 i 4500 =001 JTE20120042 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120042$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120042$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.F55 =082 04$a363.72/88$223 =100 1\$aChen, Wei,$eauthor. =245 10$aTime-Dependent Rheological Changes of Fly Ash Blended Cement Paste /$cWei Chen, Zhonghe Shui, Jianfeng Fan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aCement-based materials are known to be time-dependent, especially at early ages. The time-dependent flow-behavior change controls the workability and compactability of fresh concrete. This time-dependent nature of cement-based materials is associated with the cement hydration and the consequent microstructure development. Time-dependent rheological changes of fly ash blended cement paste are investigated in this study with the flow spread, needle penetration, and rheometer tests. Hydration of the fly ash blended cement paste is monitored continuously with the ultrasonic propagation method. The results show that the thixotropy of fresh cement paste is increased by lowering the water-to-binder ratios and is mitigated by replacing Portland cement with fly ash or adding superplasticizers. The yield stress changes of the cement paste are mainly affected by the curing time rather than the water-to-binder ratio and the fly ash proportions. On the other hand, the viscosity changes slightly with time. Viscosity of the fresh paste is the controlling factor on the flow spread, and the yield stress determines the needle penetration depth. Models show that the flow spread of fresh paste is related to its viscosity with a power function and the needle penetration depth is inversely related to the yield stress. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFly ash. =650 \0$aRheology. =650 \0$aFlow spread. =650 \0$aTime effect. =650 \0$aCement paste. =650 \0$aFlyash$xEnvironmental aspects. =650 14$aFly ash. =650 24$aCement paste. =650 24$aRheology. =650 24$aFlow spread. =650 24$aTime effect. =700 1\$aShui, Zhonghe,$eauthor. =700 1\$aFan, Jianfeng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 5 Special Issue on the 2nd International Conference on Sustainable Construction Materials: Design, Performance and Applications.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120042.htm =LDR 03015nab a2200541 i 4500 =001 JTE20120062 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120062$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120062$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTF250 =082 04$a625.14$223 =100 1\$aWang, Hong,$eauthor. =245 10$aResearch on Structural Performance of Conductive Asphalt Pavement Buried Tubes in Moving Load /$cHong Wang, Shaopeng Wu, Genyan Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThe study is focused on the structural performance of conductive asphalt pavement embedded with exchanger tubes, using the finite element method. The pavement structure was modeled as a three-dimensional four-layer stratum using ABAQUS finite element suite. Viscoelastic response models of the asphalt concrete were properly established by using the Prony series. The developed response models were used in finite element simulations on the conductive asphalt pavement. The model of pavement embedded with different types of tubes was subjected to moving load. When the material stress or strain in the layer is computed, the design life can be predicted by using a fatigue model. Finally, the simulating method of the conductive asphalt pavement embedded with tubes was put forward and the study will provide road structural engineers with some design basis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTubes. =650 \0$aMoving load. =650 \0$aViscoelastic. =650 \0$aFinite element. =650 \0$aAsphalt pavement. =650 \0$aRailroad tracks$xFoundations. =650 14$aAsphalt pavement. =650 24$aViscoelastic. =650 24$aMoving load. =650 24$aFinite element. =650 24$aTubes. =700 1\$aWu, Shaopeng,$eauthor. =700 1\$aWang, Genyan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 5 Special Issue on the 2nd International Conference on Sustainable Construction Materials: Design, Performance and Applications.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120062.htm =LDR 02950nab a2200541 i 4500 =001 JTE20120084 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120084$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120084$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a620.1/3623$223 =100 1\$aNie, Yanfeng,$eauthor. =245 10$aUsing Disturbed State Concept to Predict the Stress-Strain Response of Concrete Attacked by Sulfate /$cYanfeng Nie, Chunxiang Qian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe disturbed state concept (DSC) provides a general way for constitutive modeling of deforming materials. This paper presents the experimental and analytical results for the development of methodology for predicting the stress-strain response of concrete attacked by sulfate. Ultrasonic pulse velocity (UPV) is used to identify a function for disturbance (D). The elastoplastic model and simplified hydrostatic stress model are adopted for the definition of the relative intact state (RI) and fully adjusted state (FA), respectively. Thus, the stress-strain curve can be predicted using the DSC model based on nondestructive method. The comparison results show that the proposed constitutive model is satisfied with application in similar condition. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSulfate. =650 \0$aConcrete. =650 \0$aStress-strain curve. =650 \0$aUniaxial compression. =650 \0$aDisturbed state concept. =650 \0$aConcrete$xDeterioration. =650 \0$aSulfate-resistantconcrete. =650 14$aConcrete. =650 24$aUniaxial compression. =650 24$aSulfate. =650 24$aDisturbed state concept. =650 24$aStress-strain curve. =700 1\$aQian, Chunxiang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 5 Special Issue on the 2nd International Conference on Sustainable Construction Materials: Design, Performance and Applications.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120084.htm =LDR 03419nab a2200505 i 4500 =001 JTE20120069 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120069$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120069$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aChen, Zheng,$eauthor. =245 10$aEffectiveness of Solar Heat Reflective Coatings in Reducing Asphalt Concrete Temperature /$cZheng Chen, Dengcheng Ma. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aIn order to reduce asphalt pavements temperature and mitigate the urban heat island (UHI) effect, a solar heat reflective coating (HRC) was introduced and applied to the surface of asphalt pavement. Main purpose of this paper is to evaluate the temperature reduction and UHI effect of HRC on asphalt pavement. On the basis of the principles of heat reflection, the HRC was synthesized. The antiskid performance and water permeability of the concretes covered with and without HRC were monitored and compared. Meanwhile, an accelerated loading test with loaded vehicles was performed for these two asphalt concretes. The influence of the reduction in the surface temperature on the air temperature was simulated. The research results indicate that the HRC features a good waterproof ability, as well as it can obviously reduce the surface temperature of asphalt concrete for its high light-reflection rate. Furthermore, the accelerated loading test also suggests that the HRC improves the rutting resistance of the asphalt concrete when exposed to the same irradiation strength. Friction coefficient had slightly reduction, and hence the skid-resistant granular should be recommended to added in asphalt pavement. Therefore, this HRC on asphalt pavement could be adopted as a countermeasure against the UHI effect. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt concrete. =650 \0$aReduce temperature. =650 \0$aPavement performance. =650 \0$aHeat reflective coating. =650 \0$aPavements,Asphaltconcrete. =650 14$aAsphalt concrete. =650 24$aHeat reflective coating. =650 24$aReduce temperature. =650 24$aPavement performance. =700 1\$aMa, Dengcheng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 5 Special Issue on the 2nd International Conference on Sustainable Construction Materials: Design, Performance and Applications.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120069.htm =LDR 02970nab a2200541 i 4500 =001 JTE20120090 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120090$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120090$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN948.F9 =082 04$a333.8/5$223 =100 1\$aLiu, Gang,$eauthor. =245 10$aStudy on the Intrinsic Viscosity of Bitumen Containing Organo Montmorillonite Nanoclay /$cGang Liu, Martin van de Ven, Shaopeng Wu, Andre Molenaar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe intrinsic viscosity of the filler is a key parameter to determine the increase in viscosity of bitumen as a function of filler volume fraction. In this study, the intrinsic viscosity of bitumen containing different organo montmorillonite (Mt) nanoclay was studied by using Simha composite model. The comparison of intrinsic viscosity was made to bitumens containing different fillers. Compared with the data on the intrinsic viscosity of other mineral fillers in bitumen, organo Mt is more effective to enhance this rheological property, due to its better compatibility with bitumen and its intercalated structure formation. These data can give a clear insight into the reinforcement mechanisms of bitumen when different types of mineral filler are used to modify the bitumen. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBitumen. =650 \0$aViscosity. =650 \0$aAspect ratio. =650 \0$aMontmorillonite. =650 \0$aFuller's earth$xHistory. =650 \0$aCalciummontmorillonite. =650 14$aViscosity. =650 24$aBitumen. =650 24$aMontmorillonite. =650 24$aAspect ratio. =700 1\$avan de Ven, Martin,$eauthor. =700 1\$aWu, Shaopeng,$eauthor. =700 1\$aMolenaar, Andre,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 5 Special Issue on the 2nd International Conference on Sustainable Construction Materials: Design, Performance and Applications.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120090.htm =LDR 04124nab a2200589 i 4500 =001 JTE20120064 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2012\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120064$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120064$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A63 =082 04$a625.85$223 =100 1\$aWang, Hainian,$eauthor. =245 10$aHigh-Temperature Viscosity Performance of Crumb-Rubber-Modified Binder With Warm Mix Asphalt Additives /$cHainian Wang, Zhengxia Dang, Zhanping You, Dongwei Cao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2012. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aThe application of crumb-rubber modifier (CRM) in asphalt mixtures has been proven to increase the viscosity of CRM binders. In recent years, warm mix asphalt (WMA) additives have been employed to CRM binders to lower their viscosity at high temperatures, allowing a decrease in the mixing and compaction temperatures. The objective of this research is to investigate the viscosity and storage stability of rubberized WMA binders with different tire rubber concentrations and WMA additives. The tire rubber of 40-mesh, with concentrations of 10 %, 15 %, 20 %, and 25 % by weight of a Superpave performance grade (PG) 64-22 asphalt binder, were used in this study along with the WMA additives, such as Sasobit, RH and Advera. Viscosity tests were conducted on the rubberized WMA binders using the rotational viscometer at four temperatures (135, 160, 177, and 190°C). The statistical analysis of variance (ANOVA) was applied to quantify the respective effects of the influencing factors on the CRM binder's viscosity. The test results indicated that the addition of crumb rubber could greatly increase the viscosity of asphalt binders, which could be improved continuously at increased crumb-rubber concentrations. However, when considering different WMA additives, the crumb rubber showed different effects on the viscosity of the binder. The three WMA additives could all reduce the viscosity of the CRM binder; in addition, RH had the most significant effect on viscosity reduction. It was also found that the CRM binders with WMA additives had good storage stability. For example, the viscosity of the CRM binder with 10 % rubber concentration and RH only increased by 3.8 % after being stored for 4.5 h. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aViscosity. =650 \0$aStorage stability. =650 \0$aMixing temperature. =650 \0$aCrumb-rubber modifier. =650 \0$aRubber-asphalt binder. =650 \0$aPavements,Asphaltconcrete$xCracking. =650 \0$aPavements$xPerformance. =650 \0$aHot mixasphalt. =650 14$aRubber-asphalt binder. =650 24$aCrumb-rubber modifier. =650 24$aWarm mixture asphalt additive. =650 24$aViscosity. =650 24$aMixing temperature. =650 24$aStorage stability. =700 1\$aDang, Zhengxia,$eauthor. =700 1\$aYou, Zhanping,$eauthor. =700 1\$aCao, Dongwei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 40, Issue 5 Special Issue on the 2nd International Conference on Sustainable Construction Materials: Design, Performance and Applications.$dWest Conshohocken, Pa. :$bASTM International, 2012$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120064.htm =LDR 02747nab a2200577 i 4500 =001 JTE12607 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12607$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12607$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5548.85 =082 04$a158.7$223 =100 1\$aHe, Q.,$eauthor. =245 10$aCharacteristic Fatigue-Creep Interaction Behavior of an ESR-Cast-to-Shape Gas Turbine Disc Alloy with Coarse Branch Crystals at High Temperature /$cQ. He. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThe fatigue-creep cycling life and crack propagation rate of a Fe-Ni-Cr alloy were obtained from a series of tests.The results show different dependence of the fatigue-creep interaction on the stress composition.Overlapping of alternative stress with mean stress at high temperature could cause fairly strong fatigue creep interaction and reduced fracture life, as compared with both pure fatigue and pure creep tests.The high temperature fatigue creep crack propagation rate, as a function of the stress intensity factor range (?K), could also be described by the Paris equation with varied exponent (m) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCycling life. =650 \0$aFatigue creep. =650 \0$aFe-Ni-Cr alloy. =650 \0$aStress overlapping. =650 \0$aCrack propagation rate. =650 \0$aJob stress. =650 \0$aEmployees$xWorkload. =650 \0$aFatigue. =650 \0$aJob Satisfaction. =650 \0$aStress, Psychological. =650 \0$aWorkload. =650 14$aFatigue creep. =650 24$aStress overlapping. =650 24$aCrack propagation rate. =650 24$aCycling life. =650 24$aFe-Ni-Cr alloy. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12607.htm =LDR 02566nab a2200553 i 4500 =001 JTE11944 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11944$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11944$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP248.F6 =082 04$a615.9/51$223 =100 1\$aPhillips, J. H.,$eauthor. =245 10$aDetermination of Formaldehyde Evolved During the Curing of Melamine-Formaldehyde-Based Coatings /$cJ. H. Phillips, J. E. Patterson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aTotal formaldehyde in a coating is composed of both "free" and "cure" formaldehyde. It has been recognized for many years that certain coatings can contain free formaldehyde, which is present prior to the cross-linking reaction. Cure formaldehyde is generated as a byproduct during polymer cross-linking of certain coatings. Formaldehyde has been designated a Hazardous Air Pollutant (HAP) by the USEPA and will contribute to the Volatile Organic Compound (VOC) content of the coating. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMelamine. =650 \0$aCure volatile. =650 \0$aCure formaldehyde. =650 \0$aHazardous air pollutants. =650 \0$aFormaldehyde. =650 \0$aChemical technology. =650 \0$aFormalin. =650 14$aFormaldehyde. =650 24$aCure formaldehyde. =650 24$aCure volatile. =650 24$aMelamine. =650 24$aHazardous air pollutants. =650 24$aVolatile organic compound. =700 1\$aPatterson, J. E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11944.htm =LDR 03003nab a2200541 i 4500 =001 JTE11800 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11800$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11800$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a624.151$223 =100 1\$aLange, CR.,$eauthor. =245 10$aQuantification of Potentially Odorous Volatile Organic Compounds from Asphalt Binders Using Head-Space Gas Chromatography /$cCR. Lange, M. Stroup-Gardiner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aA gas chromatograph (GC) methodology was developed that considers film thickness, aggregate surface area, and mix temperatures, since these variables are expected to influence the production of potentially odorous volatile organic compounds (VOCs). Fifteen grams of 3 mm diameter glass beads (used to simulate a single fine size aggregate) is placed in a standard GC vial, and then coated with 0.5 g of asphalt to produce a film thickness of about 11 µm. This is representative of a typical dense graded hot mix asphalt (HMA) film thickness. The sealed vials are stored in the headspace sampler oven at the desired test temperature for 1 h. During this time, the maximum agitation option on the automated headspace sampler is used to simulate the exposure of the aggregate surface to air when the mix is either mixed in the rotary drum dryer, loaded into the haul trucks, or transferred from the trucks into the paver. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHot mix asphalt. =650 \0$aMass spectrometry. =650 \0$aGas chromatography. =650 \0$aEmissions (asphalt) =650 \0$aAsphalt odor thresholds. =650 \0$aAsphalt. =650 \0$aAsphalt content. =650 14$aEmissions (asphalt) =650 24$aAsphalt odor thresholds. =650 24$aHot mix asphalt. =650 24$aGas chromatography. =650 24$aMass spectrometry. =700 1\$aStroup-Gardiner, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11800.htm =LDR 02881nab a2200613 i 4500 =001 JTE11979 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11979$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11979$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aMayer, J. M.,$eauthor. =245 12$aA Methodology for Fuel Tank Durability Test Development /$cJ. M. Mayer, KW. Long, Y-L Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aA method is presented that describes the selection of a multiaxial or a uniaxial testing procedure to validate fuel tank strap durability. Strain gage rosette data recorded from a proving ground schedule were used to determine the loading experienced on the fuel tank strap. Representative testing was conducted using both multiaxial and uniaxial testing procedures. This method utilizes advanced durability software and fatigue analysis to evaluate both multiaxial and uniaxial laboratory test results. The method establishes a set of criteria for the selection of multiaxial or uniaxial durability test procedures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBiaxiality ratio. =650 \0$aFuel tank fatigue. =650 \0$aMultiaxial fatigue. =650 \0$aProportional loading. =650 \0$aCritical plane method. =650 \0$aNonproportional loading. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aMultiaxial fatigue. =650 24$aCritical plane method. =650 24$aBiaxiality ratio. =650 24$aMulti-axis shaker table (MAST) =650 24$aSingle-axis shaker table (SAST) =650 24$aProportional loading. =650 24$aNonproportional loading. =650 24$aFuel tank fatigue. =700 1\$aLong, KW.,$eauthor. =700 1\$aLee, Y-L,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11979.htm =LDR 02995nab a2200577 i 4500 =001 JTE12674 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12674$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12674$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aTamari, S.,$eauthor. =245 10$aOptimum Design of Gas Pycnometers for Determining the Volume of Solid Particles /$cS. Tamari, A. Aguilar-Chávez. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aGas pycnometry is based on Boyle-Mariotte's law. There are three kinds of gas pycnometers reported in the literature: "constant-volume," "variable-volume," and "comparative." These instruments are widely used to determine the volume-and thus the density-of granular, porous, or soluble compounds (e.g., rocks, coal, pigments, ceramic, drugs, seeds). However, many users do not know the optimum-use conditions of their gas pycnometer. This work provides a synthesis of recent studies about the optimum design of the gas pycnometers. It seems possible to use commercially available components for constructing gas pycnometers that can determine the volume of solid particles with a relative standard uncertainty smaller than 0.25 %. Compared to other gas pycnometers, the constant-volume pycnometer presents several practical advantages. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aError analysis. =650 \0$aGas pycnometer. =650 \0$aOptimum design. =650 \0$aParticle density. =650 \0$aHelium pycnometry. =650 \0$aVolume determination. =650 \0$aElectrical and Electronic Engineering. =650 \0$aMechanical Engineering. =650 \0$aCivil Engineering. =650 14$aVolume determination. =650 24$aGas pycnometer. =650 24$aOptimum design. =650 24$aError analysis. =650 24$aHelium pycnometry. =650 24$aParticle density. =700 1\$aAguilar-Chávez, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12674.htm =LDR 03101nab a2200505 i 4500 =001 JTE12641 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12641$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12641$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHE335 =082 04$a625.8/4$223 =100 1\$aBennert, T.,$eauthor. =245 10$aInfluence of Pavement Surface Type on Tire/Pavement Generated Noise /$cT. Bennert, D. Hanson, A. Maher, N. Vitillo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aPavement noise evaluations were conducted on 42 pavement surfaces in New Jersey using the Close Proximity Method (CPX) via the NCAT Noise Trailer. The CPX Method is a current ISO Standard that measures sound levels of the tire/pavement interface, thereby providing a method to evaluate solely the influence of pavement surface on traffic noise. The surfaces were comprised of both hot mix asphalt (HMA) and Portland cement concrete (PCC). The HMA surfaces consisted of dense-graded asphalt mixes (DGA), open-graded friction course (OGFC) with and without crumb rubber, stone-mastic asphalt (SMA), NovaChip®, and a microsurfacing slurry mix. The PCC surfaces, pavements and bridge decks, had varying surface treatments consisting of transverse tining, saw-cut tining, diamond grinding, and broom finish. The main focus of the research was to: 1) Evaluate how different pavement surfaces influence the generation of tire/pavement noise, 2) Evaluate the effect of vehicle speed on the tire/pavement generated noise, and 3) Provide guidance as to the repeatability of the CPX method and optimal test distance on the roadway to aid in maximizing testing efficiency. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPavement surface. =650 \0$aTire/pavement noise. =650 \0$aTexture. =650 \0$aTire/pavementnoise. =650 14$aClose proximity method (CPX) =650 24$aTire/pavement noise. =650 24$aPavement surface. =700 1\$aHanson, D.,$eauthor. =700 1\$aMaher, A.,$eauthor. =700 1\$aVitillo, N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12641.htm =LDR 02874nab a2200589 i 4500 =001 JTE12592 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12592$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12592$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8/5$223 =100 1\$aMamlouk, MS.,$eauthor. =245 10$aDetermination of Thermal Properties of Asphalt Mixtures /$cMS. Mamlouk, MW. Witczak, KE. Kaloush, N. Hasan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aRational analyses of pavement response require knowledge of the thermal properties of asphalt mixtures. These properties have not been reported thoroughly in the literature and researchers typically depend on assumed values. In the first part of this study, a laboratory test was developed to determine the thermal coefficients of expansion and contraction of several types of asphalt mixtures. The thermal coefficient values were dependent on material type and method of compaction. The coefficients of thermal expansion were slightly larger than the coefficients of thermal contraction. Hot mix asphalt (HMA) showed lower thermal coefficients than the asphalt rubber mix. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHeat flow. =650 \0$aAsphalt mixture. =650 \0$aThermal coefficient. =650 \0$aThermal conductivity. =650 \0$aAsphalt rubber mixture. =650 \0$aVolumetric heat capacity. =650 \0$aAsphalt$xThermal properties. =650 \0$aPavements, Asphalt. =650 14$aAsphalt mixture. =650 24$aAsphalt rubber mixture. =650 24$aThermal coefficient. =650 24$aVolumetric heat capacity. =650 24$aThermal conductivity. =650 24$aHeat flow. =700 1\$aWitczak, MW.,$eauthor. =700 1\$aKaloush, KE.,$eauthor. =700 1\$aHasan, N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12592.htm =LDR 03151nab a2200577 i 4500 =001 JTE12225 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12225$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12225$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ254.5 =082 04$a621.402/3$223 =100 1\$aLeelavathamma, B.,$eauthor. =245 10$aEffect of Class C Fly Ash on the California Bearing Ratio Behavior of Soil-Fly Ash Mixes and Layered Systems /$cB. Leelavathamma, NS. Pandian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aFly ash is a waste material from thermal power plants that occupies large extents of precious land and causes land, water, and air pollution. Hence attempts are made to use fly ash effectively instead of dumping it. Among the various possible uses, bulk utilization is possible only in geotechnical applications. Research work is being carried out on the addition of fly ash to improve the soil in road construction. But a thorough mixing of bulk quantities of fly ash and soil is not possible in the field. Hence, an attempt has been made to study the California Bearing Ratio (CBR) behavior of soil and fly ash (class C) in layers (fly ash on top) and the same is compared with the CBR of soil-fly ash mixes. The present paper deals with the experimental study of the CBR behavior of black cotton soil-Neyveli fly ash systems (layers and mixes). The study concludes that black cotton soil can be improved by layering with Neyveli fly ash, solving the strength problem of black cotton soil as well as the disposal problem of fly ash. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMixes. =650 \0$aCuring. =650 \0$aLayers. =650 \0$aFly ash. =650 \0$aBlack cotton soil. =650 \0$aPozzolanic reaction. =650 \0$aCalifornia Bearing Ratio. =650 \0$aCombustion engineering. =650 14$aCalifornia Bearing Ratio. =650 24$aFly ash. =650 24$aBlack cotton soil. =650 24$aMixes. =650 24$aLayers. =650 24$aCuring. =650 24$aPozzolanic reaction. =700 1\$aPandian, NS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12225.htm =LDR 03072nab a2200601 i 4500 =001 JTE11802 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11802$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11802$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aZheng, X.,$eauthor. =245 10$aFracture and Strength of Ceramic Notched Elements under Compression /$cX. Zheng, K. Zhao, J. Yan, H. Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aExperimental results of the compression fracture strength of ceramic notched elements are summarized and analyzed in the present paper. The fracture model of ceramic notched elements under compression can be put forward based on Griffith's theory of brittle fracture. It is shown that the fracture of Al2O3 ceramics under compression loading is a typical brittle one induced by tensile stress, irrespective of whether the specimens are with or without a notch. The test results show that the product of the compression notch strength and the stress concentration factor is equal to the compression fracture strength, and the validity of the above-mentioned fracture model is thus checked. Finally, the procedures for predicting the fracture criteria with given survivability for Al2O3 ceramic notched elements can be developed based on the test results and the analysis mentioned above. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCeramic. =650 \0$aSurvivability. =650 \0$aNotch strength. =650 \0$aBrittle fracture. =650 \0$aFracture criterion. =650 \0$aCompression strength. =650 \0$aProbability distribution. =650 \0$aFracture mechanics. =650 14$aCeramic. =650 24$aBrittle fracture. =650 24$aFracture criterion. =650 24$aCompression strength. =650 24$aNotch strength. =650 24$aProbability distribution. =650 24$aSurvivability. =700 1\$aZhao, K.,$eauthor. =700 1\$aYan, J.,$eauthor. =700 1\$aWang, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11802.htm =LDR 02899nab a2200529 i 4500 =001 JTE12287 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12287$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12287$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1/7765$223 =100 1\$aGupta, R.,$eauthor. =245 10$aShear Strength of Structural Composite Lumber Using Torsion Tests /$cR. Gupta, T. Siller. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aTorsion tests were used to determine the shear strength of full-size structural composite lumber (SCL). Eighty-five rectangular specimens of laminated strand lumber (LSL), laminated veneer lumber (LVL), and parallel strand lumber (PSL) were tested. LSL failed along the strand (LT Plane) and in a brittle manner. LVL and PSL failed across the veneer/strand (LR plane) and in a ductile manner. Different failure modes were observed due to the differences in the shear moduli in two longitudinal planes (GLT and GLR). Based on orthotropic theory, the shear strength of LSL, LVL, and PSL is 6.43 MPa (TLR), 7.96 MPa (TLT), and 6.82 MPa (TLT), respectively. Based on the results of this study, the torsion test is recommended as a standard method for determining the pure shear strength of full-size SCL, since it is the only known test method to date that imposes a state of pure shear stress in the specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood mechanics. =650 \0$aFull-size tests. =650 \0$aShear properties. =650 \0$aTimber engineering. =650 \0$aShear (Mechanics) =650 14$aMechanical properties of wood. =650 24$aFull-size tests. =650 24$aShear properties. =650 24$aWood mechanics. =650 24$aTimber engineering. =650 24$aWood science and technology. =700 1\$aSiller, T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12287.htm =LDR 03967nab a2200661 i 4500 =001 JTE12585 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2005\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12585$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12585$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA478 =082 04$a620.17$223 =100 1\$aYebuah, R.,$eauthor. =245 10$aConversion of Elongation Values for Cold-Rolled Low Carbon Steel Sheets /$cR. Yebuah, M. Tonkovic, S. Kastelec. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2005. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aIt is often difficult or impossible to prepare tension test pieces from flat steel products to specified standard size due to inadequate sample piece size. Hence several sizes of test pieces yielding different gage lengths are envisaged. However, the value of the total elongation beyond maximum stress in tension testing depends on the gage length due to the effect of necking. Acceptance values of elongation at fracture for flat steel products are therefore specified together with corresponding gage lengths, e.g., 50 or 80 mm (fixed gage lengths) and k So (proportional gage lengths) where k takes the value of 4.00, 5.65, 8.16, or 11.30 and k?SO is the original cross-sectional area of the test piece in mm2. Methods for converting room temperature percentage elongation at fracture obtained on various proportional and nonproportional gage lengths to other gage lengths exist for austenitic, carbon, and low alloy steels as hot-rolled, normalized, annealed, etc., but not as cold-reduced. These methods are also not valid where the gage length is greater than 25 times ?SO or where the width-to-thickness ratio of the test piece is greater than twenty. This paper proposes a possible solution for cold-rolled low carbon steel sheets of thickness less than 2.0 mm, which continue to be, if not the major, one of the major raw materials in the automotive industry. The solution lies in the modification of the exponent in the Oliver formula used for flat steel products other than cold-rolled low carbon steel sheets. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGage length. =650 \0$aOliver formula. =650 \0$aParallel length. =650 \0$aTension testing. =650 \0$aSample piece size. =650 \0$aFlat steel products. =650 \0$aTension test pieces. =650 \0$aModification of exponent. =650 \0$aCatalytic cracking. =650 \0$aCarbon steel$xCracking. =650 \0$aCarbon steel$xHydrogen embrittlement. =650 14$aTension test pieces. =650 24$aFlat steel products. =650 24$aSample piece size. =650 24$aTension testing. =650 24$aConversion of elongation at fracture. =650 24$aGage length. =650 24$aParallel length. =650 24$aCold-rolled low carbon steel sheets. =650 24$aOliver formula. =650 24$aModification of exponent. =700 1\$aTonkovic, M.,$eauthor. =700 1\$aKastelec, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 33, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2005$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12585.htm =LDR 02973nab a2200625 i 4500 =001 JTE11259J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11259J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11259J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.76$223 =100 1\$aRahka, K.,$eauthor. =245 10$aPoisson's Ratio As Determined for Elastic and Plastic Deformation and for Monotonic and Cyclic Loading-Part I :$bCritical Review /$cK. Rahka, C. Laird. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aPoisson's ratio is defined strictly on the assumption that the material is homogeneous. In applications of Poisson's ratio to mechanical problems, this assumption can be overlooked. To check whether the assumption applies to monotonic and cyclic loading, we review measurements of Poisson's ratio, or rather the ratio of diametral strain to axial strain. Such measurements are quite rare for cyclic deformation. However, they show that the ratio of diametral strain to axial strain can differ from values expected on the basis of traditional values of Poisson's ratio for elastic and plastic deformation. The technical consequences of this difference are indicated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aRotor steel. =650 \0$aPoisson's ratio. =650 \0$aCyclic softening. =650 \0$aContraction ratio. =650 \0$aCyclic deformation. =650 \0$aMechanical testing. =650 \0$aASME Pressure Vessel Code. =650 \0$aPavements$xLive loads. =650 \0$aPavements$xPerformance. =650 \0$aPavement design. =650 14$aMechanical testing. =650 24$aPoisson's ratio. =650 24$aContraction ratio. =650 24$aCyclic softening. =650 24$aFatigue. =650 24$aRotor steel. =650 24$aASME Pressure Vessel Code. =650 24$aCyclic deformation. =700 1\$aLaird, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11259J.htm =LDR 02682nab a2200529 i 4500 =001 JTE11260J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11260J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11260J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aFujii, E.,$eauthor. =245 13$aAn Evaluation of Dynamic Fracture Toughness of Type A508 Class 3 Steel /$cE. Fujii, Y. Sakai, Y. Ando. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aUsing dynamic loading at a K rate range of 102 to 105 MPa?m/s, fracture toughness tests were made on Type A508 Class 3 steel. Fatigue precracked 2T-type compact tension specimens were used. Tests were performed in accordance with Annex 7 of ASTM Test for Plane-Strain Fracture Toughness of Metallic Materials (E 399) using a high flow and high response tensile machine. In this investigation, load, strain, and displacement outputs were obtained with quite small oscillations. The results showed that dynamic fracture toughness values decreased with increasing test velocity and decreasing test temperature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFast tensile machine. =650 \0$aType A508 Class 3 Steel. =650 \0$aCompact tension specimen. =650 \0$aFracturemechanics. =650 \0$aStructural dynamics. =650 14$aDynamic fracture toughness. =650 24$aRapid-load plane-strain fracture toughness KIc( ) testing. =650 24$aCompact tension specimen. =650 24$aType A508 Class 3 Steel. =650 24$aFast tensile machine. =700 1\$aSakai, Y.,$eauthor. =700 1\$aAndo, Y.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11260J.htm =LDR 02413nab a2200517 i 4500 =001 JTE11263J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11263J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11263J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.6 =082 04$a620.1123$223 =100 1\$aJayarama Rao, G.,$eauthor. =245 10$aDetermination of Calibration Constants for Hole Drilling Technique Using Special Strain Gage Rosette /$cG. Jayarama Rao, K. Ravi Sankar, R. Narayanan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aExperimental evaluation of calibration constants using a specially designed indigenous strain gage rosette is presented. Performance of this indigenous rosette is compared with an imported rosette and theoretical results. The calibration constants can be used for the determination of residual stresses in structural components by the hole drilling technique. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aResidual stresses. =650 \0$aStrain gage rosette. =650 \0$aCalibration constants. =650 \0$aHole drilling technique. =650 \0$aDeformations (Mechanics) =650 14$aResidual stresses. =650 24$aHole drilling technique. =650 24$aCalibration constants. =650 24$aStrain gage rosette. =700 1\$aRavi Sankar, K.,$eauthor. =700 1\$aNarayanan, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11263J.htm =LDR 02630nab a2200625 i 4500 =001 JTE11265J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11265J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11265J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA354.5 =082 04$a620.1126$223 =100 1\$aPearson, HS.,$eauthor. =245 10$aEvaluation of Plane-Stress Fracture Testing Methods /$cHS. Pearson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aASTM Recommended Practice for R-Curve Determination (E 561) allows the use of either center cracked or compact specimens for determination of R-curves and Kc. A round-robin program to establish a Precision and Accuracy statement for ASTM E 561 was recently conducted on compact specimens. This paper presents R-curves and Kc data for two materials as determined from both specimen types. A discussion of the results is included. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture. =650 \0$aR-curves. =650 \0$aToughness. =650 \0$aPlane stress. =650 \0$aFracture testing. =650 \0$aStress intensity. =650 \0$aToughness testing. =650 \0$aFracture toughness. =650 \0$aCrack growth resistance. =650 \0$aDeformations (Mechanics) =650 \0$aMaterials$xDynamictesting. =650 14$aFracture. =650 24$aFracture testing. =650 24$aToughness. =650 24$aToughness testing. =650 24$aR-curves. =650 24$aStress intensity. =650 24$aCrack growth resistance. =650 24$aPlane stress. =650 24$aFracture toughness. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11265J.htm =LDR 02240nab a2200493 i 4500 =001 JTE11264J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11264J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11264J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN672 =082 04$a671.3/6$223 =100 1\$aJavorik, LJ.,$eauthor. =245 10$aEffect of Axial Compression /$cLJ. Javorik. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe beneficial effects of work hardening have been long known to, and appreciated by, the steel industry and have been accepted as a step in the same direction as heat treatment.Because of the obvious difficulty with buckling, however, so far only the tension mode and the transverse compression mode have been commonly used (e.g., pipe expanders for tension, and cold-rolling, cold-drawing for transverse compression) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHeat treatment. =650 \0$aWork hardening. =650 \0$aAxial compression. =650 \0$aInduction heating. =650 \0$aMetals$xHeattreatment. =650 \0$aSurfaces (Technology) =650 14$aAxial compression. =650 24$aWork hardening. =650 24$aHeat treatment. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11264J.htm =LDR 02385nab a2200505 i 4500 =001 JTE11262J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11262J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11262J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620.11$223 =100 1\$aHuculak, P.,$eauthor. =245 10$aDevelopment of a Constant-K Specimen for Materials Testing /$cP. Huculak. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aA study is presented of a constant stress intensity factor specimen comprising four circular cutouts. The results of fatigue crack growth tests, compliance measurements, and a finite element formulation show that minor modifications to a center cracked tension specimen lead to constancy in the stress intensity factor as a function of crack length. The basic geometry can also be repeated in a stacked configuration in order to test multiple cracks in a single setup. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompliance. =650 \0$aFinite elements. =650 \0$aFatigue crack growth. =650 \0$aMetals$xEffect of high temperatures on. =650 \0$aMetals$xFatigue. =650 14$aConstant-K specimen. =650 24$aCenter cracked tension specimen. =650 24$aFatigue crack growth. =650 24$aCompliance. =650 24$aFinite elements. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11262J.htm =LDR 02737nab a2200601 i 4500 =001 JTE11261J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11261J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11261J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620.1126$223 =100 1\$aPearson, HS.,$eauthor. =245 10$aR-Curve Round-Robin Program for ASTM Recommended Practice for R-Curve Determination (E 561) /$cHS. Pearson, DE. McCabe. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aA round-robin program sponsored by ASTM Task Group E24.01.02 on Crack Growth Resistance Curves was conducted to establish guidelines on variability for a Precision and Accuracy statement for ASTM Recommended Practice for R-Curve Determination (E 561). Two high strength aluminum alloys were tested by seven participants using the compact configuration specimen. The results of these tests are summarized herein, and a Precision and Accuracy section given along with variability at four levels of effective crack growth. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture. =650 \0$aR-curves. =650 \0$aToughness. =650 \0$aFracture testing. =650 \0$aStress intensity. =650 \0$aToughness testing. =650 \0$aCrack growth resistance. =650 \0$aMaterials$xFatigue$xTesting. =650 \0$aStrains and stresses$xTesting. =650 14$aFracture. =650 24$aFracture testing. =650 24$aToughness. =650 24$aToughness testing. =650 24$aR-curves. =650 24$aStress intensity. =650 24$aCrack growth resistance. =650 24$aPlane stress fracture toughness. =700 1\$aMcCabe, DE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11261J.htm =LDR 03047nab a2200577 i 4500 =001 JTE11195J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11195J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11195J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA1231.C3 =082 04$a615.9/25661$223 =100 1\$aNewsome, CS.,$eauthor. =245 10$aAcute Fish Toxicity and Absorption Tests of an Experimental Detergent Builder, Trisodium Carboxymethyloxysuccinate /$cCS. Newsome, MJ. How. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aTrisodium carboxymethyloxysuccinate (NaCMOS) is a new sequestering agent being evaluated as a builder in detergents. It contains neither phosphorus nor nitrogen and is readily and completely biodegraded in aerobic and anaerobic environments. The concentration of NaCMOS lethal to 50% of a batch of fish over 96 h (TLm96) in static tests is 2.9 g/litre and 2.3 g/litre for goldfish (Carassius auratus) and rainbow trout (Salmo gairdneri), respectively, in hard water (300 mg hardness/litre as calcium carbonate). These concentrations are 2300 to 160 000 times greater than the predicted concentrations that could occur in the aquatic environment from the use of NaCMOS as a detergent builder. The highly polar character of NaCMOS indicates that it would not be bioconcentrated; this is consistent with the results of absorption tests using 14C-labeled NaCMOS and goldfish. The results support the environmental acceptability of NaCMOS. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFishes. =650 \0$aToxicity. =650 \0$aAbsorption. =650 \0$aDetergents. =650 \0$aEnvironment. =650 \0$aSequestering agents. =650 \0$aCadmium Compounds$xtoxicity. =650 \0$aEnvironmental Exposure. =650 \0$aRisk Assessment. =650 14$aDetergents. =650 24$aToxicity. =650 24$aFishes. =650 24$aSequestering agents. =650 24$aAbsorption. =650 24$aEnvironment. =700 1\$aHow, MJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11195J.htm =LDR 03606nab a2200745 i 4500 =001 JTE11200J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11200J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11200J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH2441 =082 04$a695/.1$223 =100 1\$aIshai, I.,$eauthor. =245 12$aA Modified Procedure for Measuring the Maximum Specific Gravity of Bituminous Paving Mixtures /$cI. Ishai, E. Tons, AP. Chritz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aAn accurate measurement of the maximum specific gravity of bituminous paving mixtures Gmm is needed for a reliable air voids analysis of the mixtures in the design and control phases. Since most actual bituminous mixtures combine absorptive aggregates, some difficulties have been encountered with the use of some current procedures for measuring Gmm. This paper presents a procedure for measuring the maximum specific gravity with the use of methanol. The good wetting ability of the methanol, together with its insignificant dissolvent characteristic, enables it to be used as a volumetric liquid for realistic measurements of Gmm. These properties eliminate the difficulties in expelling the trapped air bubbles even without vacuum as well as ensure almost no asphalt dissolution and thus no penetration of liquid inside the aggregate surface voids that are impermeable to asphalt. In general, the test was found to be fast and simple, with highly repeatable results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPaving. =650 \0$aBitumens. =650 \0$aAir voids. =650 \0$aAggregates. =650 \0$aMarshall test. =650 \0$aWater absorption. =650 \0$aAsphalt absorption. =650 \0$aBituminous mixtures. =650 \0$aSolvent immersion test. =650 \0$aVacuum saturation test. =650 \0$aMethanol immersion test. =650 \0$aMaximum specific gravity. =650 \0$aShingles$xHandbooks, manuals, etc. =650 \0$aRoofing,Bituminous. =650 \0$aShingles. =650 14$aAggregates. =650 24$aBitumens. =650 24$aPaving. =650 24$aAir voids. =650 24$aMaximum specific gravity. =650 24$aAsphalt absorption. =650 24$aWater absorption. =650 24$aEffective specific gravity. =650 24$aVacuum saturation test. =650 24$aSolvent immersion test. =650 24$aMethanol immersion test. =650 24$aMarshall test. =650 24$aBituminous mixtures. =700 1\$aTons, E.,$eauthor. =700 1\$aChritz, AP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11200J.htm =LDR 02779nab a2200469 i 4500 =001 JTE11194J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11194J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11194J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBD541 =082 04$a122$223 =100 1\$aVisman, J.,$eauthor. =245 10$aProcedures for the Reduction and Testing of Bias /$cJ. Visman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe detection of bias depends on the precision of the sampling procedure that is employed to measure it. The significance of detected bias is therefore a relative matter; nonperformance of the bias test gives a one-sided answer only as smaller bias may exist. In fact, all measurements can be said generally to produce answers that are to some degree affected by systematic error. In this paper three different aspects are treated as starting points for formulating a standard method for bias: (1) the conditions under which bias occurs in the sampling of broken coal and factors that contribute to its control, (2) the means whereby bias can be reduced, and (3) the discussion of two procedures for the testing of bias. Attention is drawn to the terminology and the definitions that are related to the reduction and testing of bias, with special reference to the need for finding a common terminology in which the basic principles of probability are anchored down for public use regardless of the field of endeavor to which it is to be applied. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSampling. =650 \0$aStatistical analysis. =650 \0$aCausation. =650 \0$aProbabilities. =650 14$aBias. =650 24$aSampling. =650 24$aStatistical analysis. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11194J.htm =LDR 02322nab a2200493 i 4500 =001 JTE11197J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11197J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11197J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620.1126$223 =100 1\$aMin, BK.,$eauthor. =245 12$aA New Fixture for Fatigue Testing /$cBK. Min, R. Raj. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aA new type of fixture has been designed for low cycle fatigue testing. The fixture provides good alignment and reduces the setup time to a minimum. It is especially useful for testing at elevated temperatures. If specimens with uniform cross section in the gage length are used, then the need for a diametral strain gage is eliminated. The fixture is presently being used to measure low cycle fatigue crack growth in 316 stainless steel at elevated temperatures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue tests. =650 \0$aCrack propagation. =650 \0$aHigh temperature tests. =650 \0$aMaterials$xFatigue$xTesting. =650 \0$aStrains and stresses$xTesting. =650 14$aFatigue tests. =650 24$aCrack propagation. =650 24$aHigh temperature tests. =700 1\$aRaj, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11197J.htm =LDR 03055nab a2200601 i 4500 =001 JTE11196J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11196J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11196J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.16 =082 04$a620.1/126$223 =100 1\$aEhrenburg, DO.,$eauthor. =245 10$aBiaxial Analogs of Triaxial Stresses /$cDO. Ehrenburg. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aIn the case of composite materials such as concrete and natural rocks, fracture is resisted by internal friction, cohesion of the matrix, and adhesion at the interfaces. Although the behavior of an interface is clearly understood only when it is acted on by tensile forces, rock mechanics is primarily concerned with compressive forces. The apparent difficulty is circumvented by breaking down any given stress system into two components: an isotropic pressure and a tensile biaxial stress. The strength indicated by the latter component is precisely equal to that of the given stress system. Thus a condition of triaxial compression can be transformed into one of biaxial tension. An analysis based on this transformation indicates that the strength of composite materials in equal biaxial compression is considerably greater than in unconfined compression; this relationship becomes the keystone of a strength theory for composite materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aInterface. =650 \0$aBrittleness. =650 \0$aBiaxial analog. =650 \0$aBiaxial tension. =650 \0$aStrength theory. =650 \0$aTriaxial compression. =650 \0$aFractures (materials) =650 \0$aFracture mechanics. =650 \0$aGlass$xFracture. =650 14$aBrittleness. =650 24$aFractures (materials) =650 24$aStresses. =650 24$aTriaxial compression. =650 24$aBiaxial tension. =650 24$aBiaxial analog. =650 24$aInterface. =650 24$aStrength theory. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11196J.htm =LDR 02884nab a2200601 i 4500 =001 JTE11198J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11198J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11198J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.1/12$223 =100 1\$aServer, WL.,$eauthor. =245 10$aCompliance Correction for Determining Load-Line Energies for Compact Fracture Toughness Specimens /$cWL. Server. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aA compliance correction technique has been used to calculate energies in the compact specimen test measured at the specimen loading line using the machine ram displacement. The compliance-corrected results for nine pressure vessel steels tested at temperatures of room temperature, 71°C, and 177°C have been compared with the direct measurement (standard clip gage) approach, and the results show essentially a 1:1 relationship with a correlation coefficient of 0.997. This technique should be useful for determining elevated temperature, ductile fracture toughness values and for tests in which the normal clip gage (or other technique) fails to operate. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDuctility. =650 \0$aJ integral. =650 \0$aLoads (forces) =650 \0$aConfidence bounds. =650 \0$aCompliance correction. =650 \0$aFractures (materials) =650 \0$aHigh temperature testing. =650 \0$aMetals$xFracture. =650 \0$aMachine parts$xMaterials$xFractures. =650 \0$aMachine design. =650 14$aFractures (materials) =650 24$aDuctility. =650 24$aLoads (forces) =650 24$aCompliance correction. =650 24$aLoad-line displacement energy. =650 24$aHigh temperature testing. =650 24$aJ integral. =650 24$aConfidence bounds. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11198J.htm =LDR 03214nab a2200553 i 4500 =001 JTE11199J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11199J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11199J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P55 =082 04$a691/.92$223 =100 1\$aRotem, A.,$eauthor. =245 10$aFracture Modes and Acoustic Emission of Composite Materials /$cA. Rotem, E. Altus. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aUnidirectional fibrous composite material laminae are the construction material of a laminate. Four failure modes can occur in this material, and the identification of these modes is as important as the identification of onset of fracture. Acoustic emission (AE) pulses, generated by the change in the stress field resulting from cracking in a material, have a unique pattern of amplitude distribution that depends only on the mode of fracture and the type of material. By using a tapered double-cantilever beam as grips for the unidirectional lamina, a crack with a constant stress intensity factor was induced, thus eliminating the factor of the stress level. Placing the lamina in different directions relative to the grips imposed a different failure mode. By plotting the log of the relative number of AE pulses above some level versus the log of the relative level, a single constant coefficient can be measured for each material and mode of fracture. The AE energy is proportional to the energy released by the cracking; this proportionality depends on the medium where the AE waves have to travel, and not on the cracking mode. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAcoustics. =650 \0$aFracture energy. =650 \0$aComposite materials. =650 \0$aFractures (materials) =650 \0$aNondestructive evaluation. =650 \0$aFiber-reinforced plastics$xFractures. =650 \0$aCompositematerials$xTesting. =650 \0$aFracture mechanics. =650 14$aFractures (materials) =650 24$aComposite materials. =650 24$aAcoustics. =650 24$aFracture energy. =650 24$aNondestructive evaluation. =700 1\$aAltus, E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11199J.htm =LDR 03237nab a2200673 i 4500 =001 JTE11201J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11201J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11201J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.1/12$223 =100 1\$aClarke, GA.,$eauthor. =245 12$aA Procedure for the Determination of Ductile Fracture Toughness Values Using J Integral Techniques /$cGA. Clarke, WR. Andrews, JA. Begley, JK. Donald, GT. Embley, JD. Landes, DE. McCabe, JH. Underwood. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aA procedure to determine the ductile fracture toughness value JIc, the value of the J integral at incipient crack growth, is described. The procedure was developed by the working committee of ASTM Task Group E24.01.09 on Elastic-Plastic Fracture under Committee E-24 on Fracture Testing. The principal goal of this report is to present a procedure for JIc determination that may be used as a basis for an ASTM standard on elastic-plastic testing. Although this procedure is described in terms of the multiple-specimen technique, any single-specimen method can be used as long as a good correspondence exists between the crack extension as measured by the heat tinting technique and that measured by single-specimen methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDuctility. =650 \0$aHeat tint. =650 \0$aJ integral. =650 \0$aTesting technique. =650 \0$aElastic properties. =650 \0$aFracture toughness. =650 \0$aFractures (materials) =650 \0$aMetals$xFracture. =650 \0$aMachine parts$xMaterials$xFractures. =650 \0$aMachine design. =650 14$aFractures (materials) =650 24$aElastic properties. =650 24$aDuctility. =650 24$aJ integral. =650 24$aFracture toughness. =650 24$aTesting technique. =650 24$aHeat tint. =700 1\$aAndrews, WR.,$eauthor. =700 1\$aBegley, JA.,$eauthor. =700 1\$aDonald, JK.,$eauthor. =700 1\$aEmbley, GT.,$eauthor. =700 1\$aLandes, JD.,$eauthor. =700 1\$aMcCabe, DE.,$eauthor. =700 1\$aUnderwood, JH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11201J.htm =LDR 02885nab a2200529 i 4500 =001 JTE101907 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101907$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101907$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ337.3 =082 04$a6.3$223 =100 1\$aMohanty, J. R.,$eauthor. =245 10$aApplication of Artificial Neural Network for Fatigue Life Prediction under Interspersed Mode-I Spike Overload /$cJ. R. Mohanty, B. B. Verma, P. K. Ray, D. R. K Parhi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b42 =520 3\$aThe objective of this study is to design multi-layer perceptron artificial neural network (ANN) architecture in order to predict the fatigue life along with different retardation parameters under constant amplitude loading interspersed with mode-I overload. Fatigue crack growth tests were conducted on two aluminum alloys 7020-T7 and 2024-T3 at various overload ratios using single edge notch tension specimens. The experimental data sets were used to train the proposed ANN model to predict the output for new input data sets (not included in the training sets). The model results were compared with experimental data and also with Wheeler's model. It was observed that the model slightly over-predicts the fatigue life with maximum error of + 4.0 % under the tested loading conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOverload ratio. =650 \0$aMulti-layer perceptron. =650 \0$aRetardation parameters. =650 \0$aArtificial neural network. =650 \0$aNeural networks. =650 14$aArtificial neural network. =650 24$aOverload ratio. =650 24$aMulti-layer perceptron. =650 24$aRetardation parameters. =700 1\$aVerma, B. B.,$eauthor. =700 1\$aRay, P. K.,$eauthor. =700 1\$aParhi, D. R. K,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101907.htm =LDR 02907nab a2200505 i 4500 =001 JTE101627 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101627$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101627$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN939 =082 04$a553/.622$223 =100 1\$aWon, Myoung Soo,$eauthor. =245 10$aEffect of Reinforcement on Bearing Capacity of Loose Sand Foundation and Deformation Behavior of Buried Flexible Pipes /$cMyoung Soo Won. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThe present study investigates if improving the bearing capacity of foundations with reinforcement layers could reduce deflection of a pipe buried under reinforced sand. A series of model tests were conducted to examine the bearing capacity of foundations and deformation behavior of a pipe according to the number of reinforcement layers, reinforcement material, and buried depth of pipe. The results showed that bearing capacities significantly improve by increasing the number of reinforcement layers up to two layers, however no further improvement in bearing capacity was observed with more than two layers. The reduced settlement caused by improved bearing capacities with embedded reinforcements had little effect on resistance to deflection when the depth of the buried pipe was greater than the width of the footing. However, the resistance to pipe deflection by installation of reinforcement was greatly increased when installed at a depth less than the width of the footing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDeflection. =650 \0$aFlexible pipe. =650 \0$aReinforcement. =650 \0$aBearing capacity. =650 \0$aEngineering materials. =650 14$aFlexible pipe. =650 24$aReinforcement. =650 24$aSand. =650 24$aBearing capacity. =650 24$aDeflection. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101627.htm =LDR 02525nab a2200541 i 4500 =001 JTE102426 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102426$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102426$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS156.4 =082 04$a658.5/62$223 =100 1\$aAslam, Muhammad,$eauthor. =245 10$aGroup Acceptance Sampling Plans for Pareto Distribution of the Second Kind /$cMuhammad Aslam, Abdur Razzaque Mughal, Munir Ahmad, Zafar Yab. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aIn this paper, we propose a group acceptance sampling plan (GASP) for truncated life tests when the lifetimes of items follow the Pareto distribution of the second kind. The minimal group size, the operating characteristic value, and the minimal ratio of the true mean life to the specified mean life regarding the proposed GASPs are found, and some of them are tabulated. An example is given for illustration. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGroup sampling. =650 \0$aConsumer's risk. =650 \0$aProducer's risk. =650 \0$aAcceptance sampling. =650 \0$aAcceptance sampling Plan. =650 14$aAcceptance sampling plan. =650 24$aGroup sampling. =650 24$aPareto distribution of the second kind. =650 24$aConsumer's risk. =650 24$aProducer's risk. =700 1\$aMughal, Abdur Razzaque,$eauthor. =700 1\$aAhmad, Munir,$eauthor. =700 1\$aYab, Zafar,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102426.htm =LDR 03119nab a2200565 i 4500 =001 JTE102177 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102177$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102177$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN270 =082 04$a622.130971$223 =100 1\$aRomasco, A. L.,$eauthor. =245 10$aPractical Implications of Instrument Displacement Drift during Force-Controlled Nanoindentation /$cA. L. Romasco, L. H. Friedman, L. Fang, R. A. Meirom, T. C. Clark, R. Polcawich, J. Pulskamp, M. Dubey, C. L. Muhlstein. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aThe accuracy of instrumented indentation data relies heavily on the evaluation of experimental errors such as displacement drift. In spite of its importance, little attention has been given to the magnitude of an acceptable displacement drift rate, its relationship to a given set of test conditions, and how errors manifest themselves in force-displacement data. In this work we explored how drift rates that were acceptable for short-term tests caused artificial "abnormal" behavior that could have been interpreted as a true material response for a longer-term test. A critical review of the drift behavior of the nanoindentation system revealed that a useful metric for screening data quality was the nominal accumulated system drift as a fraction of the maximum penetration depth. Additionally, suggestions for drift management during nanoindentation tests were given. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNanoindentation. =650 \0$aInstrumented indentation. =650 \0$aDrift. =650 \0$aInstrument Displacement. =650 14$aInstrumented indentation. =650 24$aNanoindentation. =650 24$aDrift. =700 1\$aFriedman, L. H.,$eauthor. =700 1\$aFang, L.,$eauthor. =700 1\$aMeirom, R. A.,$eauthor. =700 1\$aClark, T. C.,$eauthor. =700 1\$aPolcawich, R.,$eauthor. =700 1\$aPulskamp, J.,$eauthor. =700 1\$aDubey, M.,$eauthor. =700 1\$aMuhlstein, C. L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102177.htm =LDR 03137nab a2200505 i 4500 =001 JTE102711 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102711$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102711$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLB2822.75 =082 04$a378.1660941$223 =100 1\$aFan, Chiang-Ku,$eauthor. =245 10$aPreparing Taiwanese Students for Insurance Industry Jobs :$bCurriculum Reform and Evaluation /$cChiang-Ku Fan, Cheng-Ru Wu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aGiven the environment of the recent financial tsunami and a slowdown in global economy, to meet long-term hiring needs, insurance companies hope to recruit highly qualified graduates who do not require extensive and expensive training. On the other hand, the departments of risk management and insurance (DRMI) in universities must engage in improving their curricular to better equip and enhance their students' employability. Therefore, both the human resources management in life insurance companies and curricular designers in the DRMI need an effective evaluation method to provide an accurate solution in problems of employee selection and curricular design. This paper proposes a curriculum performance evaluation method combining the analytical hierarchy process and Grey relational analysis. Using this evaluation method enables the human resources managers in life insurance companies to identify which university designs the most appropriated curriculum that can educate students to become the talented, skilled, and well-prepared labor force to satisfy hiring needs. Moreover, to explore the outcome of this evaluation, the DRMI can accordingly improve their curricular. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEvaluation. =650 \0$aEmployability. =650 \0$aLife insurance. =650 \0$aAcademic achievement$xTesting. =650 \0$aEducation$xEvaluation. =650 14$aEvaluation. =650 24$aEmployability. =650 24$aLife insurance. =650 24$aHuman resources management. =700 1\$aWu, Cheng-Ru,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102711.htm =LDR 02966nab a2200481 i 4500 =001 JTE102474 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102474$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102474$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH1715 =082 04$a693.8/32$223 =100 1\$aMiller, Robert A.,$eauthor. =245 10$aMethod for Measuring Thermal Conductivity of Small Highly Insulating Specimens /$cRobert A. Miller, Maria A. Kuczmarski. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aA hot plate method for the measurement of thermal conductivity is described, which is unique in that it combines all the following capabilities: (1) Measurements of very small specimens, (2) measurements of specimens with thermal conductivity on the same order of that as air, and (3) the ability to use air as a reference material. As with other approaches, care is taken to ensure that the heat flow through the test specimen is essentially one-dimensional. However, unlike other approaches, no attempt is made to use heated guards to minimize the flow of heat from the hot plate to the surroundings. Results indicate that since large correction factors must be applied to account for guard imperfections when specimen dimensions are small, simply measuring and correcting for heat from the heater disk that does not flow into the specimen may be preferable. Extensive computational heat transfer modeling and experimental measurements taken in a prototype apparatus show that this approach is feasible. Suggestions are made for further improvements based on analyses of the generated data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHeat transfer. =650 \0$aThermal conductivity. =650 \0$aInsulation (Heat) =650 \0$aInsulation. =650 14$aThermal conductivity. =650 24$aInsulation. =650 24$aHeat transfer. =700 1\$aKuczmarski, Maria A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102474.htm =LDR 03374nab a2200649 i 4500 =001 JTE102462 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102462$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102462$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD257.7 =082 04$a661.8$223 =100 1\$aZarr, Robert R.,$eauthor. =245 10$aUncertainty Analysis of Thermal Transmission Properties Determined by ASTM C177-04 /$cRobert R. Zarr. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aAn uncertainty analysis for steady-state thermal transmission properties determined by the National Institute of Standards and Technology (NIST) 1016 mm guarded-hot-plate apparatus is presented for fibrous-glass blanket and expanded polystyrene board. The uncertainties are presented for the guarded-hot-plate apparatus in the single-sided mode of operation covering specimen heat flows from 0.5 to 5 W. The relative expanded uncertainties for thermal resistance increase from 1 % to 3.5 % for thicknesses of 25.4 to 254 mm, respectively. Although these uncertainties have been developed for two thermal insulation materials, the results are indicative of other insulation materials measured at a mean temperature near 297 K (23.9°C). This assessment of uncertainties is of particular interest for users of ASTM C177-04 test method that operate similar apparatus at low heat flows (i.e., near or less than 1 W). Implications for laboratories that develop secondary standards from NIST calibrations are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHeat flow. =650 \0$aCalibration. =650 \0$aGuarded hot plate. =650 \0$aThermal insulation. =650 \0$aThermal resistance. =650 \0$aBuilding technology. =650 \0$aExpanded uncertainty. =650 \0$aStandard uncertainty. =650 \0$aFibrous-glass blanket. =650 \0$aOrganic compounds. =650 \0$aThermal conductivity. =650 14$aBuilding technology. =650 24$aCalibration. =650 24$aExpanded polystyrene board. =650 24$aFibrous-glass blanket. =650 24$aGuarded hot plate. =650 24$aHeat flow. =650 24$aThermal conductivity. =650 24$aThermal insulation. =650 24$aThermal resistance. =650 24$aStandard uncertainty. =650 24$aExpanded uncertainty. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102462.htm =LDR 02959nab a2200577 i 4500 =001 JTE102261 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102261$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102261$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH1715 =082 04$a668.4239$223 =100 1\$aFerreño, Diego,$eauthor. =245 10$aCharacterization of Mechanical Properties of a Shock Absorber Polyurethane Foam for Elevators. Numerical Fitting of Mechanical Behavior Models for Hyperelastic and Elastomeric Foam Materials /$cDiego Ferreño, Isidro A. Carrascal, Sergio Cicero, E. Meng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe elastic cellular polyurethane elastomer is widely used to manufacture shock absorbers for elevators, due to its excellent conditions for absorption of energy and vibration damping. In this paper, a complete mechanical characterization of this material was performed including the uniaxial compressive test, the planar test, and the volumetric and the simple shear test. From the experimental results, several models of behavior for hyperelastic and elastomeric foam materials have been analyzed by fitting their corresponding material parameters. The scope of this work includes the Ogden model, the Van der Waals model, and polynomial and elastomeric foam forms. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOgden. =650 \0$aPolynomial. =650 \0$aVan der Waals. =650 \0$aElastomeric foam. =650 \0$aCellular polyurethane. =650 \0$aCellular polyurethane elastomer. =650 14$aCellular polyurethane elastomer. =650 24$aMechanical characterisation. =650 24$aOgden. =650 24$aVan der Waals. =650 24$aPolynomial. =650 24$aElastomeric foam. =650 24$aABAQUS. =700 1\$aCarrascal, Isidro A.,$eauthor. =700 1\$aCicero, Sergio,$eauthor. =700 1\$aMeng, E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102261.htm =LDR 03426nab a2200541 i 4500 =001 JTE101258 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101258$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101258$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA355 =082 04$a620.2$223 =100 1\$aChen, H. X.,$eauthor. =245 10$aIntegrity Assessment of Water Hydraulic Component by Experimental Method /$cH. X. Chen, Patrick S. K. Chua, G. H. Lim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aWater hydraulic systems have been around for a long time and captured the imagination of engineers some 2,500 years ago. Recently it has revived to become a powerful alternative of oil hydraulic system in areas where the environment and health are of great concern. The turning point came in early 90s when, with the advances in material and design, using tap water as hydraulic fluid was made possible. The axial piston motor is commonly applied to provide high torque and performance for the water hydraulic system. This paper focuses on the detection and assessment of the piston quality in the water hydraulic motor working on the principle of tap water hydraulic power systems. The different piston conditions were detected under the different pressures of the water hydraulic system. Possible piston cracks were simulated inside the water hydraulic motor. The water hydraulic motor was operated to capture unique vibration signals identifying faulty states as compared with the healthy state. The different sizes of the piston crack in water hydraulic motor were loaded to get feature values in the vibration signatures. Results show the amplitudes of the dominant frequency peaks in the spectrum of the vibration signal are effective to detect the different piston crack conditions under the different pressures of the water hydraulic system. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAxial piston motor. =650 \0$aVibration analysis. =650 \0$aIntegrity assessment. =650 \0$aWater hydraulic system. =650 \0$aVibration. =650 \0$aMechanics. =650 14$aWater hydraulic system. =650 24$aAxial piston motor. =650 24$aQuality of water hydraulic component. =650 24$aVibration analysis. =650 24$aIntegrity assessment. =700 1\$aChua, Patrick S. K.,$eauthor. =700 1\$aLim, G. H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101258.htm =LDR 02415nab a2200481 i 4500 =001 JTE102467 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102467$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102467$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQB528 =082 04$a523.7/4$223 =100 1\$aJiang, Qi.,$eauthor. =245 10$aStudy of Underground Oil-Gas Pipeline Corrosion Pits Estimation Based on MFL Inspection Method /$cQi. Jiang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThe paper presents a new approach for detection of oil-gas pipeline corrosion pit defects in which pipeline magnetic flux leakage (MFL) detection system is adopted. To test the new approach, some artificial pits are fabricated on the surface of oil-gas pipes to simulate different pits happening in practice. The interference eliminating method is introduced for compensation of defected MFL field and helping map extraction from the background. Both qualitative and quantitative methods of identifying erosion pit defects are described in the paper. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFault detection. =650 \0$aImage recognition. =650 \0$aAstrophysics. =650 \0$aMagnetic flux. =650 14$aMagnetic flux leakage field. =650 24$aPipeline erosion pit defects. =650 24$aFault detection. =650 24$aImage recognition. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102467.htm =LDR 03180nab a2200493 i 4500 =001 JTE102480 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102480$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102480$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT57.95 =082 04$a658.4/03$223 =100 1\$aWu, Chien-Wei,$eauthor. =245 10$aProcess Performance Evaluation with Imprecise Information /$cChien-Wei Wu, Mou-Yuan Liao, Ming-Hung Shu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b41 =520 3\$aProcess capability indexes have been widely used in the manufacturing industry for measuring process performance. Most studies on assessing the process capability are based on crisp estimates of process capability indexes while assuming output measurements of the process being precise number. However, in practical situations it is much more realistic that the output characteristics of continuous quantities are more or less imprecise in general. The fuzziness and stochastic uncertainty are unavoidable features of collected observations from continuous quantities. To assess the process performance more accurately, we consider the capability index CPMK, which is recognized as the most useful index to date for assessing the process capability with two-sided specification limits. We construct the fuzzy estimator for the index CPMK according to the fuzzy set theory. To make reliable decisions, we propose a decision rule to assess the process capability based on the fuzzy lower confidence bound of CPMK. A step-by-step procedure for testing process capability is provided for easy execution in practical situations. An example of manufacturing silicon wafers is also presented to illustrate the applicability of the proposed approach. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImprecise information. =650 \0$aDecision making. =650 \0$aTechnology$xManagement. =650 14$aDecision making. =650 24$aFuzzy lower confidence bound. =650 24$aImprecise information. =650 24$aProcess performance evaluation. =700 1\$aLiao, Mou-Yuan,$eauthor. =700 1\$aShu, Ming-Hung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102480.htm =LDR 04097nab a2200541 i 4500 =001 JTE102438 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102438$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102438$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA7 =082 04$a624.151$223 =100 1\$aHernández, Rogelio,$eauthor. =245 10$aLoading Rate Effect on the Master Curve Reference Temperature, T0, for the A533 B Material /$cRogelio Hernández, Jesús Romero, Salvador Vázquez, Manuel Santillán, Marc Scibetta. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe National Institute for Nuclear Research in Mexico participated in the international research project "Master Curve Approach to Monitor the Fracture Toughness of Reactor Pressure Vessel in Nuclear Power Plants" coordinated by the International Atomic Energy Agency (IAEA), where the loading rate effect on the Master Curve reference temperature, T0, was investigated. The experimental program consisted in quasi-static and dynamic fracture toughness testing of precracked Charpy specimens on the IAEA reference reactor pressure vessel steel Japanese reference quality (JRQ) (A533 Grade B Class 1), which was analyzed with the Master Curve methodology. The tests were carried out in displacement control at two temperatures, -70 and -60°C, and at three load rates, dK/dt=0.1, 1, and 10 MPa?m/s. The determined reference temperatures, T0 (0.1 MPa?m/s)=-73.6±6.4°C, T0 (1 MPa?m/s)=-63.3±5.4°C, and T0 (10 MPa?m/s)=-50.3±5°C, are similar to those obtained by other laboratories [IAEA Second Meeting on Master Curve to Monitor the Fracture Toughness of RPVs in NPPs, November 2006, Dresden, Germany]. The shift in T0 within the quasi-static loading rate interval (0.1-2 MPa?m/s) recommended by ASTM E1921-05 ["Standard Test Method for Determination of Reference Temperature, T0, for Ferritic Steels in the Transistion Range," Annual Book of ASTM Standards, Volume 03.01, ASTM International, West Conshohocken, PA.] is 14.4°C and the shift in T0 between decades of dK/dt on logarithmic scale is 11°C. The empirical relation proposed by Wallin ["Effect of Strain Rate on the Fracture Toughness Reference Temperature T0 for Ferritic Steels," Recent Advances in Fracture, R. K. Mahidhara , Eds., The Minerals, Metals and Materials Society, 1997, pp. 171-182] predicts very well the shift in T0 in the quasi-static loading regime (0.1-2 MPa?m/s). This work provides experimental support to limit the quasi-static loading rate interval in ASTM E1921. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLoading rate. =650 \0$aMaster Curve. =650 \0$aFracture toughness. =650 \0$aStrains and stresses. =650 \0$aMaterials$xDynamic testing. =650 14$aLoading rate. =650 24$aFracture toughness. =650 24$aMaster Curve. =650 24$aJRQ (A533 Grade B Class 1) =700 1\$aRomero, Jesús,$eauthor. =700 1\$aVázquez, Salvador,$eauthor. =700 1\$aSantillán, Manuel,$eauthor. =700 1\$aScibetta, Marc,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102438.htm =LDR 02995nab a2200505 i 4500 =001 JTE101683 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101683$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101683$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC39 =082 04$a389.109$223 =100 1\$aWang, Hao,$eauthor. =245 10$aComparative Study of Road Profilers' Accuracy and Precision /$cHao Wang, Gerardo W. Flintsch. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThere is an urgent need for accurate measurement of pavement surface profile and smoothness index. This investigation compared the precision (repeatability) of the measured international roughness index (IRI) at the Virginia Smart Road for 19 profilers and their accuracy (bias) with respect to the rod-and-level reference measurement. Two existing accuracy criteria (ASTM Standard E950 and cross correlation) were compared for evaluating the relationship between the accuracy of profile elevation and IRI bias. It was found that there were profilers available that could produce the level of IRI accuracy and precision required for construction quality control and assurance. However, the accuracy and precision degraded when measuring hot-mix asphalt pavements with coarse texture and using the rod-and-level measurement as the reference. The cross-correlation method appeared to have some advantages with respect to the conventional elevation tolerance method for providing better consistency between profile accuracy and IRI bias. On the sites investigated, good cross correlation among the measured and reference profiles assured acceptable IRI accuracy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aProfile. =650 \0$aProfiler. =650 \0$aPrecision. =650 \0$aAccuracy. =650 14$aProfiler. =650 24$aIRI. =650 24$aProfile. =650 24$aAccuracy. =650 24$aPrecision. =700 1\$aFlintsch, Gerardo W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101683.htm =LDR 02414nab a2200493 i 4500 =001 JTE102405 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102405$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102405$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQP101 =082 04$a612.1$223 =100 1\$aChao, Wen-Hung,$eauthor. =245 12$aA Testing and Evaluation Model for the Electrocardiogram Variation Application /$cWen-Hung Chao, Che-Wei Chang, Yung-Tsung Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aElectrocardiogram (ECG) signal profoundly impacts the diagnosis of cardiovascular diseases. In modern societies, understanding the adverse impact of cardiovascular disease is of high priority to improve public health. This study proposes applying grey relation analysis to evaluate the relation ECG variety of rest, game playing, and Internet access. Finally, the proposed testing and evaluation model and results can provide various ECG information. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCardiovascular disease. =650 \0$aGrey relation analysis. =650 \0$aCardiovascular system$xPhysiology. =650 \0$aElectrocardiogram. =650 14$aElectrocardiogram. =650 24$aCardiovascular disease. =650 24$aGrey relation analysis. =700 1\$aChang, Che-Wei,$eauthor. =700 1\$aYang, Yung-Tsung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102405.htm =LDR 03209nab a2200613 i 4500 =001 JTE102388 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102388$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102388$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7836 =082 04$a621.3815/2/0287$223 =100 1\$aLiao, Mou-Yuan,$eauthor. =245 10$aCapability Testing Based on Subsamples :$bA Case on Photolithography Process Control in Wafer Fabrication /$cMou-Yuan Liao, He-Yau Kang, Amy H. I. Lee, Chien-Wei Wu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aPhotolithography is considered as the bottleneck in semiconductor manufacturing, and a good control of critical dimension, alignment accuracy, and photoresist thickness is essential for maintaining a high quality level of wafers. In this study, a photolithography process in a semiconductor factory is investigated, and the process performance of critical dimension, alignment accuracy, and photoresist thickness measurement is tested based on the process capability index CPMK. Critical values required for hypothesis testing are obtained based on subsamples. This investigation is useful to practitioners in making reliable decision in capability determination. By applying our research results to analyze the process performance with the three critical parameters, a production department can trace and improve the photolithography process. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSubsamples. =650 \0$aCritical value. =650 \0$aPhotolithography. =650 \0$aAlignment accuracy. =650 \0$aCritical dimension. =650 \0$aProcess capability. =650 \0$aPhotoresist thickness. =650 \0$aElectronic industries$xProduction control. =650 \0$aSemiconductors$xDesign and construction. =650 14$aPhotolithography. =650 24$aCritical dimension. =650 24$aCritical value. =650 24$aAlignment accuracy. =650 24$aPhotoresist thickness. =650 24$aProcess capability. =650 24$aSubsamples. =700 1\$aKang, He-Yau,$eauthor. =700 1\$aLee, Amy H. I.,$eauthor. =700 1\$aWu, Chien-Wei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102388.htm =LDR 03013nab a2200601 i 4500 =001 JTE11308J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11308J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11308J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA483 =082 04$a620.16$223 =100 1\$aMoran, AL.,$eauthor. =245 10$aStructure and Property Evaluation of Large-Diameter Spray-Formed Superalloy Piping /$cAL. Moran, RE. Rebis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aA comparative testing evaluation program was conducted to assess the mechanical properties, metallurgical characteristics and fabricability of spray-formed Alloy 625 tubes and subsequently processed piping. Spray-formed preforms were deposited and reduced via pilger rolling or roll extrusion to produce thin-walled piping in diameters of 10.2, 20.3, and 35.6 cm (4, 8, and 14 in. nominal pipe size). Evaluations based on chemical analysis, strength, ductility, hardness, impact toughness, fatigue properties, weldability, and corrosion resistance demonstrated that spray-formed piping appears to be a viable substitute for conventionally produced Alloy 625 piping and that a minimal amount of cold working is required on the as-deposited tubular preforms in order for them to meet the specification requirements for naval applications. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSuperalloys. =650 \0$aSpray forming. =650 \0$aPilger rolling. =650 \0$aRoll extrusion. =650 \0$aSeawater service. =650 \0$aMechanical testing. =650 \0$aLarge-diameter piping. =650 \0$aAlloys. =650 14$aSpray forming. =650 24$aLarge-diameter piping. =650 24$aSuperalloys. =650 24$aMechanical testing. =650 24$aMetallurgical characterization. =650 24$aPilger rolling. =650 24$aRoll extrusion. =650 24$aAlloy 625. =650 24$aSeawater service. =700 1\$aRebis, RE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11308J.htm =LDR 02537nab a2200577 i 4500 =001 JTE11311J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11311J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11311J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aSB472.45 =082 04$a690.893$223 =100 1\$aCarr, DD.,$eauthor. =245 10$aReview of Durability Testing of Building Stone with Annotated Bibliography /$cDD. Carr, J. Strickland, WH. McDonald, S. Bortz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe search for a method to test the durability of building stone has been in practice for centuries. There is no universally accepted method of testing all building stone. The differences in mineralogical, chemical, and physical properties of rocks are too great to have one test evaluate all. The standard ASTM physical tests for building stone contribute, in their own way, to the analysis of durability. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDurability. =650 \0$aBibliography. =650 \0$aBuilding stone. =650 \0$aPhysical testing. =650 \0$aPhysical properties. =650 \0$aLandscape architecture. =650 \0$aGardens$xDesign. =650 \0$aMasonry. =650 14$aBuilding stone. =650 24$aDurability. =650 24$aBibliography. =650 24$aPhysical properties. =650 24$aPhysical testing. =700 1\$aStrickland, J.,$eauthor. =700 1\$aMcDonald, WH.,$eauthor. =700 1\$aBortz, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11311J.htm =LDR 02509nab a2200541 i 4500 =001 JTE11306J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11306J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11306J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620.1126$223 =100 1\$aZouani, A.,$eauthor. =245 10$aOptimal Design of a Disk-Shaped Specimen for Biaxial-Tensile Fatigue Testing /$cA. Zouani, T. Bui-Quoc, M. Bernard. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aA relatively simple apparatus has been proposed for conducting biaxial-tensile fatigue tests using an annular disk specimen with a reduced testing section. It makes use of a conventional hydraulic testing machine so that the uniaxial force is converted into radial forces extending the disk specimen. Thus, a specified positive ratio of the tangential to the radial stresses can be imposed at the testing section of the disk specimen. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDisk specimen. =650 \0$aBiaxial fatigue. =650 \0$aTesting machine. =650 \0$aOptimization criterion. =650 \0$aMaterials$xFatigue$xTesting. =650 \0$aStrains and stresses$xTesting. =650 14$aTesting machine. =650 24$aBiaxial fatigue. =650 24$aDisk specimen. =650 24$aOptimization criterion. =650 24$aFinite element method (FEM) =700 1\$aBui-Quoc, T.,$eauthor. =700 1\$aBernard, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11306J.htm =LDR 02802nab a2200661 i 4500 =001 JTE11310J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11310J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11310J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.16$223 =100 1\$aEzhov, YV.,$eauthor. =245 10$aImproved Indentation-Depth Method of Hardness Measurement /$cYV. Ezhov. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn the determination of the indentation hardness of a metal by pressing a ball into its surface, it is shown that the use of a modified procedure that compensates for testing-instrument backlash when measuring indentation depths gives good reproducibility of measurement, approaching the reproducibility found when measuring indentation diameters. This suggests that the need to measure the indentation diameter in the standard Brinell hardness test may be unnecessary, since comparable precision can be obtained by measuring the indentation depth, overall a simpler procedure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMetal. =650 \0$aBrinell. =650 \0$aHardness. =650 \0$aRockwell. =650 \0$aIndentation. =650 \0$aPenetration. =650 \0$aReliability. =650 \0$aTest method. =650 \0$aReproducibility. =650 \0$aDepth measurement. =650 \0$aInstrument backlash. =650 \0$aMetals$xMechanical properties. =650 14$aDepth measurement. =650 24$aIndentation. =650 24$aInstrument backlash. =650 24$aHardness. =650 24$aMetal. =650 24$aPenetration. =650 24$aBrinell. =650 24$aRockwell. =650 24$aTest method. =650 24$aReproducibility. =650 24$aReliability. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11310J.htm =LDR 03311nab a2200517 i 4500 =001 JTE11304J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11304J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11304J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC173.397 =082 04$a620.1/1296$223 =100 1\$aKulkarni, MR.,$eauthor. =245 10$aPreliminary Characterization of Thermal Diffusivity for Carbon-Carbon Composites Through Pulsed Video Thermal Imaging /$cMR. Kulkarni, RP. Brady. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aMany times complete knowledge of thermal transport properties is needed before a material can be employed in a thermal application. One property of primary concern is thermal diffusivity. What is desirable is not only the magnitude of thermal diffusivity, but also the determination of its non-uniformity. The currently used standard test method by industry is the (ASTM) Standard Test Method for Thermal Diffusivity of Solids by the Flash Method, which measures diffusivity at one point. This method also requires the destructive removal of a small sample for examination, special ad hoc machinery for surface scanning, and is not suitable for quality assessment in a manufacturing environment. There is substantial industrial demand for the nondestructive, rapid, on-line evaluation of the thermal diffusivity of an entire part's surface. Pulsed Video Thermography (PVT) is an emerging thermal wave imaging technique that shows promise for meeting those demands. In this work a brief description of the theory behind PVT and a sample application are given. Preliminary results show that the PVT thermal diffusivity values for a carbon-carbon composite plate compare favorably with those obtained by the widely used laser flash diffusivity method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImage processing. =650 \0$aThermal diffusivity. =650 \0$aNondestructive evaluation. =650 \0$aTabelle. =650 \0$aThermodiffusion. =650 \0$aMaterials$xThermalproperties$xCharts, diagrams, etc. =650 14$aPulsed Video Thermography (PVT) =650 24$aNondestructive evaluation. =650 24$aThermal diffusivity. =650 24$aImage processing. =700 1\$aBrady, RP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11304J.htm =LDR 02538nab a2200505 i 4500 =001 JTE11312J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11312J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11312J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.22 =082 04$a620.1/1233$223 =100 1\$aLindblom, J.,$eauthor. =245 10$aCreep Testing of Steels at Very High Temperatures /$cJ. Lindblom, F. Seitisleam, PJ. Henderson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aThis paper describes changes to specimen grips and specimen design in order to creep test steels at temperatures a little below the spalling temperature and at low stresses (long times) where a large amount of oxidation occurs. High ductility and oxidation of a creep specimen often mean that the thermocouples lose contact with the specimen surface and the specimen itself cannot be removed from the grips after testing. The improvements involve the use of corrosion resistant alloys with reasonable high temperature strength for the loading bars and grips, a change in grip design and measuring the temperature inside the specimen. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aOxidation. =650 \0$aTemperature measurement. =650 \0$aFracture mechanics. =650 \0$aMaterials$xCreep. =650 14$aCreep. =650 24$aOxidation. =650 24$aTemperature measurement. =700 1\$aSeitisleam, F.,$eauthor. =700 1\$aHenderson, PJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11312J.htm =LDR 02719nab a2200577 i 4500 =001 JTE11313J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11313J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11313J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBF432.A1 =082 04$a153.9/3$223 =100 1\$aGould, G.,$eauthor. =245 10$aBias Testing :$bMyths, Misconceptions, and Mistakes /$cG. Gould. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThe art and science of testing sampling systems for bias has been controversial from its beginnings, some 35 years ago. Since then it has evolved as a discipline of increasingly broad scope and complexity. Currently under consideration as a standard practice, it involves univariate, multivariate, parametric, and nonparametric statistical treatments, static and dynamic operating modes, single and two-stage tests, and matched samples consisting of single increments, sublots, and lots. Testing for bias has been encumbered with an ever-expanding set of myths, misconceptions, and mistakes. The author explores the most common and grievous among them using graphics to help the reader visualize the issues. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOutliers. =650 \0$aNormality. =650 \0$aScale bias. =650 \0$aSample size. =650 \0$aBias testing. =650 \0$aType I error. =650 \0$aIntelligence Tests. =650 \0$aMinority Groups. =650 \0$aIntelligence$xTests. =650 14$aBias testing. =650 24$aNormality. =650 24$aOutliers. =650 24$aSample size. =650 24$aScale bias. =650 24$aType I error. =650 24$aType II error. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11313J.htm =LDR 02837nab a2200517 i 4500 =001 JTE11307J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11307J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11307J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA407 =082 04$a620.1/123$223 =100 1\$aSingh, RP.,$eauthor. =245 12$aA Critical Evaluation of the Performance of Optical Fiber Sensors for Monitoring Dynamic Strains /$cRP. Singh, A. Shukla. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aAn experimental study is conducted to evaluate the applicability of optical fiber sensors in measuring strains under dynamic loading conditions. Both phase modulated and intensity modulated sensors are studied. The experiments are performed to characterize the high strain rate response of these sensors and test their ability to measure changes in dynamic strain resulting from one-dimensional stress wave propagation. The stress waves are generated using both compressive and tensile gas gun setups. Then, optical fiber sensors are employed to monitor the stress wave pulse as it propagates down the bar. The output from the optical fiber sensors is compared to strain gages mounted at the same location. The results demonstrate that only localized optical fiber sensors that are bonded over the entire sensing region can be used for monitoring dynamic strain fields. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrain gage. =650 \0$aDynamic strain. =650 \0$aWave propagation. =650 \0$aOptical fiber sensors. =650 \0$aStrains and stresses. =650 \0$aPhotoelasticity. =650 14$aOptical fiber sensors. =650 24$aStrain gage. =650 24$aDynamic strain. =650 24$aWave propagation. =700 1\$aShukla, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11307J.htm =LDR 03044nab a2200613 i 4500 =001 JTE11309J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11309J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11309J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aCotterell, B.,$eauthor. =245 12$aA Fracture Test Method for Mode I Fracture Of Thin Metal Materials /$cB. Cotterell, MC. Sim, G. Amrutharaj, SH. Teoh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aA method of testing Mode I K dominated fractures in thin materials using a constrained short center notched tension specimen that is clamped along the loaded edge is described. Poisson's effect induces a lateral tension on the specimen that eliminates the buckling problems associated with thin materials. Furthermore, the stress intensity factor over a significant range of crack lengths and specimen geometries is dependent only on the nominal strain, making the test very suitable for crack-growth experiments under a constant-stress intensity factor. A very accurate approximate expression for the stress intensity factor is presented. A test using this method to measure the crack-growth resistance of Kapton 300HN polyimide film is described. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPolyimide film. =650 \0$aThin materials. =650 \0$aFracture toughness. =650 \0$aFatigue crack growth. =650 \0$aCrack-growth resistance. =650 \0$aMode I fracture testing. =650 \0$aTime-dependent fracture. =650 \0$aStructural dynamics. =650 \0$aFracturemechanics. =650 14$aThin materials. =650 24$aMode I fracture testing. =650 24$aFracture toughness. =650 24$aCrack-growth resistance. =650 24$aFatigue crack growth. =650 24$aTime-dependent fracture. =650 24$aPolyimide film. =700 1\$aSim, MC.,$eauthor. =700 1\$aAmrutharaj, G.,$eauthor. =700 1\$aTeoh, SH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11309J.htm =LDR 03262nab a2200613 i 4500 =001 JTE11305J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1996\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11305J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11305J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHQ27 .V57 2008 =082 04$a305.235$223 =100 1\$aLytle, CD.,$eauthor. =245 10$aTwo Parameters Limiting the Sensitivity of Laboratory Tests of Condoms as Viral Barriers /$cCD. Lytle, LB. Routson, DP. Thomas, WF. Regnault, WH. Cyr. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1996. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe practical limits of a laboratory test for evaluating condoms as virus barriers were characterized by determining virus penetration through small punctures in latex condoms. The test quantifies virus penetration through a pressurized, restrained condom filled with challenge virus. Estimation of the minimum-detectable hole (narrow slit) dimensions indicated that a limiting factor in virus transmission through such a puncture is fluid flow. The virus penetration rates decreased with time, apparently caused by the hole closing or being blocked, indicating that extending the test duration to allow more virus penetration was of limited value. Further, it was found that adsorption of virus particles during passage through a hole may limit the useful sensitivity of the test. With bacteriophage ?X174 as the challenge virus, the practical limit for detecting virus penetration may be approximately 2 x 10-6 mL; with more adsorptive viruses, the test would be less sensitive. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aViruses. =650 \0$aCondom test. =650 \0$aLatex condom. =650 \0$aVirus barrier. =650 \0$aPunctured condom. =650 \0$aProtective clothing. =650 \0$aSex instruction$xSocial aspects. =650 \0$aSafe sex in AIDS prevention. =650 \0$aSexology$xResearch. =650 14$aCondom test. =650 24$aPunctured condom. =650 24$aLatex condom. =650 24$aViruses. =650 24$aVirus barrier. =650 24$aProtective clothing. =700 1\$aRoutson, LB.,$eauthor. =700 1\$aThomas, DP.,$eauthor. =700 1\$aRegnault, WF.,$eauthor. =700 1\$aCyr, WH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 24, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 1996$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11305J.htm =LDR 03250nab a2200529 i 4500 =001 JTE20120282 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120282$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120282$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.9.T48 =082 04$a005.52$223 =100 1\$aCao, Yu.,$eauthor. =245 10$aCBR-Based Fuzzy Support Vector Machine for Financial Distress Prediction /$cYu. Cao, Xiaohong Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b51 =520 3\$aFinancial distress prediction has attracted wide attention since the 1960s. With the development of quantitative methods and computing tools, the models of financial distress prediction are constantly innovated. Commonly used models in this area include multiple discriminant analysis (MDA), logit, decision trees (DT), neural networks (NN), support vector machine (SVM), and case-based reasoning (CBR), etc. Support vector machine (SVM), because of its excellent generalization ability, has been a hot subject nowadays. Especially, fuzzy SVM (FSVM) has achieved great development in recent years. As choosing an appropriate fuzzy membership is an important issue in FSVM, in this paper we propose a new fuzzy membership for FSVM combined with CBR. Generally, our basic idea is to detect the outliers by their k-nearest neighbors, all or the majority of which are enclosed with the other class, and then assign them a lower fuzzy membership by the output of CBR. By adopting the hold-out method 30 times to generate 30 hold-out data, the empirical experiment shows the feasibility and validity of the proposed CBR-based fuzzy SVM for Chinese listed companies' financial distress prediction. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCase-based reasoning. =650 \0$aChinese listed company. =650 \0$aSupport vector machine. =650 \0$aMachine learning. =650 \0$aPattern recognition systems. =650 \0$aSupport vector machines. =650 14$aFinancial distress prediction. =650 24$aCBR-based fuzzy SVM. =650 24$aChinese listed company. =650 24$aSupport vector machine. =650 24$aCase-based reasoning. =700 1\$aChen, Xiaohong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120282.htm =LDR 03300nab a2200541 i 4500 =001 JTE20120331 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120331$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120331$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA279 =082 04$a519.5/352$223 =100 1\$aVijayaraghavan, R.,$eauthor. =245 10$aSelection of Modified Lot Sensitive Sampling Inspection Plans for Isolated Lots With Small Acceptance Numbers /$cR. Vijayaraghavan, A. Loganathan, D. Rajalakshmi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aA lot sensitive sampling plan is an inspection procedure that involves a single sample with a zero acceptance number, and it is useful in the areas of compliance and safety-related testing. It is regarded as a consumer-oriented plan and is applied for an individual isolated lot, giving protection in terms of the limiting quality level. A major disadvantage of the plan is that it creates the possibility of the rejection of good lots because of the severity of the acceptance criteria involved in the plan. In this paper, a modified lot sensitive procedure that uses the repetitive group sampling procedure with small acceptance numbers is proposed. It can be considered as an alternative to the lot sensitive single sampling plan. The selection of the plans providing protection to the producer and the consumer in terms of acceptable and limiting quality levels with associated risks is discussed through illustrations. Tables for determining the sample size and the points for the plot of the operating characteristic curves of the plans are constructed using ƒ-binomial approximation to a hypergeometric distribution. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLot sensitive plan. =650 \0$aLimiting quality level. =650 \0$aAcceptable quality level. =650 \0$aAnalysis of variance. =650 \0$aExperimental design. =650 \0$aSampling (Statistics) =650 14$aAcceptable quality level. =650 24$aLimiting quality level. =650 24$aLot sensitive plan. =650 24$aOperating characteristic curve. =650 24$aRepetitive group sampling plan. =700 1\$aLoganathan, A.,$eauthor. =700 1\$aRajalakshmi, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120331.htm =LDR 03549nab a2200529 i 4500 =001 JTE20120234 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120234$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120234$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ828 =082 04$a621.31/2136$223 =100 1\$aZhang, Ga.,$eauthor. =245 10$aCentrifuge Model Test Study of Static and Cyclic Behavior of a Pile Foundation for an Offshore Wind Generator /$cGa. Zhang, Bing Rong, Ping Fu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aThe use of large-diameter piles as foundations for offshore wind-driven generators has become increasingly common in recent years. These piles are usually located in saturated soft clay and experience a wide variety of static and dynamic loads. A new approach was described to simulate different types of loads on a large-diameter pile under high g levels in centrifuge model tests by simplifying the complex horizontal load combinations to which such a pile is typically subjected. A series of centrifuge model tests was conducted to assess the influence of several factors. An image-based measurement system, together with a transducer-based measurement, was used to obtain a comprehensive understanding of the response of the soil. The horizontal load-induced bending moment of the pile exhibited a nearly triangular distribution. A critical load, which can be estimated as approximately half of the ultimate load, was found to exist, beyond which the rate of displacement of the pile increased significantly with increasing load. The pile-induced deformation of the soil, concentrated within zones on both sides of the pile, gradually increased as the load increased and became nearly constant when the load was close to the ultimate load. Significant separation occurred between the pile and the neighboring soil in the upper part of the pile. The critical and ultimate loads of the pile were significantly dependent on the behavior of the soil in the upper layer, the depth, and the diameter of the pile. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWind generator. =650 \0$aCentrifuge model test. =650 \0$aWind turbines$xDesign and construction. =650 \0$aGenerator. =650 \0$aWindturbine. =650 14$aPile. =650 24$aWind generator. =650 24$aLoad. =650 24$aSoil-structure interaction. =650 24$aCentrifuge model test. =700 1\$aRong, Bing,$eauthor. =700 1\$aFu, Ping,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120234.htm =LDR 03787nab a2200553 i 4500 =001 JTE20120118 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120118$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120118$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.F1 =082 04$a546/.7312$223 =100 1\$aDing, Zhan,$eauthor. =245 10$aTreatment of Landfill Leachate by Microwave-Fenton Oxidation Process Catalyzed by Fe2+ Loaded on GAC /$cZhan Ding, Weisheng Guan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aLandfill leachate is one kind of the most harmful types of high-concentration organic waste water. The effective processing method is necessary to improve the treating efficiency of landfill leachate. In this study, the microwave-Fenton oxidation process was conducted to treat aged landfill leachate with the catalytic effect of Fe2+ loaded on granular activated carbon (GAC). The removal ratios of chemical oxygen demand (COD) and NH3-N were adopted as the indexes to analyze the influence of several factors, like the amount of loading Fe2+, the GAC dosage, the microwave irradiation time, the microwave power, the H2O2 dosage, and the pH value of the water sample on the efficiency of the Fenton reagent oxidation to landfill leachate. The corresponding microanalysis and kinetics were also performed. The results indicate that microwave energy can enhance the Fenton oxidation reaction and promote colloidal flocculation in the leachate. The removal ratio of COD is mainly because of oxidation, whereas that of NH3-N is mainly because of the flocculation and adsorption. Under the optimal conditions, loading Fe2+ amount = 33.32 mg/g, GAC dosage = 10 g/l, microwave power = 720 W, microwave irradiation time = 30 min, H2O2 (concentration of 30 %) dosage = 0.10 mol/l, and initial pH value = 3, the maximum remova1 ratios of COD and NH3-N are, respectively, up to 93.01 % and 85.76 %. The characteristic peaks of the organic pollutants in treated landfill leachate disappear or significantly weaken, which means that the proposed process is effective. In addition, according to the experiment results, a kinetics model of microwave-Fenton oxidation reaction is established preliminarily. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMicrowave. =650 \0$aRemoval ratio. =650 \0$aKinetics model. =650 \0$aFenton oxidation. =650 \0$aGranular activated carbon. =650 \0$aFluorine compounds. =650 \0$aGases, Rare. =650 14$aLandfill leachate treatment. =650 24$aMicrowave. =650 24$aGranular activated carbon. =650 24$aFenton oxidation. =650 24$aRemoval ratio. =650 24$aKinetics model. =700 1\$aGuan, Weisheng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120118.htm =LDR 03600nab a2200541 i 4500 =001 JTE20120340 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120340$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120340$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTX557 =082 04$a664/.807$223 =100 1\$aOmar, Alaa El-Din K.,$eauthor. =245 10$aImpact of Leaf/Bunch Ratio and Time of Application on Yield and Fruit Quality of Barhi Date Palm Trees (Phoenix dactylifera L.) Under Saudi Arabian Conditions /$cAlaa El-Din K. Omar, S. S. Soliman, M. A. Ahmed. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aOur research was conducted at the Agricultural Experimental and Research Station (Deyrab), College of Food and Agricultural Sciences, King Saud University, Riyadh, Saudi Arabia in the 2011 and 2012 seasons. Twenty-one date palm females were selected, introduced into a randomized complete block design (RCBD), and subjected to three pruning treatments concerning the leaf/bunch ratio, whereas eight bunches were left on each experimental tree. The tested treatments, after two applications (after fruit harvesting and fruit setting), were: T1 = 8 leaves/bunch, first week in November, T2 = 10 leaves/bunch, first week in November, T3 = 12 leaves/bunch, first week in November, T4 = 8 leaves/bunch, first week in May, T5 = 10 leaves/bunch, first week in May, T6 = 12 leaves/bunch, first week in May, and T7 = control, without pruning. Control pruning treatment resulted in clear reduction in the yield/tree, whereas T5 (10 leaves/bunch, first week in May) gave the highest yield/tree. T5 led in most physical and chemical properties in both seasons. Fruits of T5 and T6 treatments revealed significant increments in fruit moisture percentage, as compared with the control. Generally, yield and fruit quality of Barhi date palm cultivar growing in Riyadh, Saudi Arabia, had improved leaf/bunch ratios and it was found that 10 leaves/bunch was sufficient to obtain a suitable yield of good quality fruits in the first week of May. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDate palm. =650 \0$aFruit quality. =650 \0$aBunch/leaf ratio. =650 \0$aTime of application. =650 \0$aFruit$xQuality$xCongresses. =650 \0$aVegetables$xQuality$xCongresses. =650 \0$aFood$xAnalysis$xCongresses. =650 14$aDate palm. =650 24$aBunch/leaf ratio. =650 24$aFruit quality. =650 24$aTime of application. =700 1\$aSoliman, S. S.,$eauthor. =700 1\$aAhmed, M. A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120340.htm =LDR 02925nab a2200529 i 4500 =001 JTE20120267 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120267$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120267$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA479.S7 =082 04$a620.112$223 =100 1\$aJavadi, Yashar,$eauthor. =245 10$aComparison between Contact and Immersion Method in Ultrasonic Stress Measurement of Welded Stainless Steel Plates /$cYashar Javadi, Mehdi Ahmadi Najafabadi, Mehdi Akhlaghi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThis study presents a comparison between contact and immersion ultrasonic method to measure welding residual stress of austenitic stainless steel plates (AISI 304L). Longitudinal critically refracted (LCR) waves are employed to measure the residual stresses. By using contact and immersion transducers, a 3D distribution of longitudinal residual stress for the entire of the welded plate is presented. A finite-element model of welding process, which is validated by the hole-drilling method, is used to verify the ultrasonic results. The results show no considerable differences between using contact or immersion transducers in ultrasonic stress measurement of stainless steel plates; however, some practical considerations are mentioned. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAcoustoelasticity. =650 \0$aWelding residual stress. =650 \0$aStress corrosion. =650 \0$aResidual stresses. =650 \0$aStainless steel$xStress corrosion. =650 14$aFinite-element welding simulation. =650 24$aContact ultrasonic stress measurement. =650 24$aImmersion ultrasonic stress measurement. =650 24$aWelding residual stress. =650 24$aAcoustoelasticity. =700 1\$aNajafabadi, Mehdi Ahmadi,$eauthor. =700 1\$aAkhlaghi, Mehdi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120267.htm =LDR 03371nab a2200565 i 4500 =001 JTE20120235 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120235$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120235$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.22 =082 04$a620.1/1233$223 =100 1\$aMartin, Bryn A.,$eauthor. =245 10$aMethod for Dynamic Material Property Characterization of Soft-Tissue-Mimicking Isotropic Viscoelastic Materials Using Fractional Damping Models /$cBryn A. Martin, Umit Kutluay, Yigit Yazicioglu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aCharacterization of the mechanical properties of human-tissue-mimicking silicone elastomers is important for producing accurate tissue models for experimentation. However, the viscoelastic and frequency-dependent material properties of elastomers are difficult to quantify. We present a material characterization technique for a silicone elastomer used to mimic human soft tissue based on generalized-Maxwell-type material models with and without fractional dissipating mechanisms. The silicone specimens were prestressed and had the shape of cylindrical rods. It was possible to consistently identify material properties of all specimen samples from different batches of the material obtained from the manufacturer. As a general trend, material models with a higher number of parameters performed better, with the exception of models with fractional order damping mechanisms. Fractional models had the highest success for nearly all the samples in representing the dynamic behavior of the elastomer in the frequency range of 5-100 Hz, where the specimen structure displays a strong modal response. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aComplex modulus. =650 \0$aPhantom material. =650 \0$aFractional damping. =650 \0$aGenetic optimization. =650 \0$aMaterial characterization. =650 \0$aContinuum damage mechanics. =650 \0$aRheology. =650 \0$aViscoelastic materials$xThermomechanical properties. =650 14$aFractional damping. =650 24$aMaterial characterization. =650 24$aComplex modulus. =650 24$aGenetic optimization. =650 24$aPhantom material. =700 1\$aKutluay, Umit,$eauthor. =700 1\$aYazicioglu, Yigit,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120235.htm =LDR 03491nab a2200553 i 4500 =001 JTE20120290 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120290$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120290$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96142$223 =100 1\$aSiefert, J. A.,$eauthor. =245 10$aOptimization of Vickers Hardness Parameters for Micro- And Macro-Indentation of Grade 91 Steel /$cJ. A. Siefert, J. P. Shingledecker, J. D. Parker. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aHardness is being assessed as a potential life-assessment tool for tracking microstructural degradation and remaining life in creep strength enhanced ferritic (CSEF) steels.Such methodology is already being utilized for the CSEF steel Grade 91, which has been widely implemented in both replacement parts and new construction over the last two decades.Additionally, research into the complex microstructural features in welded joints often utilizes hardness surveys to characterize changes caused by thermal processing.New automated hardness testing equipment now affords the ability to develop statistically relevant datasets for these uses.However, proper application and understanding of the data requires knowledge of limitations and variations with the load and spacing of the hardness indents and the potential role of different material conditions in this complex steel.In this work, we have examined the effect of load in three Grade 91 material conditions, as well as the effect of spacing in as-received material to determine optimum parameters for both macrohardness (i.e., >1 kg) and microhardness mapping (i.e., <500 g) The results show that to minimize variations in microhardness and ensure consistency with macrohardness results, a 200 -g load is preferred for characterization.Laser scanning microscopy was utilized to clarify the potential for indentation size effects (ISE) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aVickers. =650 \0$aGrade 91. =650 \0$aHardness. =650 \0$aHardness mapping. =650 \0$aIndentation size effect. =650 \0$aSteel$xMetallurgy. =650 \0$aSteel$xMetallography. =650 14$aVickers. =650 24$aHardness. =650 24$aGrade 91. =650 24$aIndentation size effect. =650 24$aHardness mapping. =700 1\$aShingledecker, J. P.,$eauthor. =700 1\$aParker, J. D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120290.htm =LDR 04017nab a2200517 i 4500 =001 JTE20120163 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120163$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120163$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a388 s$223 =100 1\$aFaxina, Adalberto Leandro,$eauthor. =245 10$aRheological Behavior of Asphalt-Rubber Binders Modified With Shale-Oil Residue and Polyphosphoric Acid /$cAdalberto Leandro Faxina, Ana Paula Furlan, Glauco Tulio Pessa Fabbri. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aThe objective of this paper is to assess the effects of adding two modifiers of different chemical nature on the rheological behavior of asphalt-rubber binders: the shale-oil residue and the polyphosphoric acid. Four modified asphalt-rubbers were prepared: asphalt-rubber-PPA (18 % crumb rubber + 1 % PPA), asphalt-rubber-oil (18 % rubber + 10 % shale-oil residue), asphalt-rubber-oil-PPA-1 (18 % rubber + 10 % oil + 1 % PPA) and asphalt-rubber-oil-PPA-2 (9 % rubber + 5 % oil + 0.5 % PPA). A reference asphalt-rubber was prepared using 18 % crumb rubber. The samples were submitted to oscillatory-shear tests to obtain data (complex modulus, G*, and phase angle, ?) to construct master curves. Compared to the base asphalt binder, the pure asphalt-rubber improves the rutting and strain-controlled fatigue resistances. The addition of 1 % PPA enhances even more the rutting resistance and improves slightly the fatigue resistance below 20°C. The most substantial increase in fatigue resistance is obtained when 10 % oil is added to the pure asphalt-rubber, but its rutting resistance is drastically reduced. Mixtures 1 (18 % rubber + 10 % oil + 1 % PPA) and 2 (18 % rubber + 5 % oil + 0.5 % PPA) have lower rutting resistance compared to the base asphalt-rubber, but only mixture 1 has higher fatigue resistance. Compared to the base asphalt binder, all modified asphalt-rubber binders present higher G*/sin? values (at all rutting temperatures) and lower G*.sin? values (only below 20°C) when traffic speed reduces. Taking this evidence into account, the asphalt-rubber and the asphalt-rubber-PPA are the most appropriate. Although shale-oil residue has shown opposite results at intermediate and high pavement temperatures (enhancing the fatigue resistance and reducing the rutting resistance), it is able to reduce the viscosity of the asphalt-rubber, enhancing the workability of the HMA mixes during construction. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt-rubber. =650 \0$aShale-oil residue. =650 \0$aPolyphosphoric acid. =650 \0$aPavements, Asphalt concrete$xAdditives. =650 \0$aTires$xRecycling. =650 \0$aRecycled materials. =650 14$aAsphalt-rubber. =650 24$aShale-oil residue. =650 24$aPolyphosphoric acid. =700 1\$aFurlan, Ana Paula,$eauthor. =700 1\$aFabbri, Glauco Tulio Pessa,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120163.htm =LDR 03374nab a2200589 i 4500 =001 JTE20120269 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120269$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120269$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH513 =082 04$a571.4/3$223 =100 1\$aWang, Enyang,$eauthor. =245 12$aA Numerical Study on Effective Modulus of Elasticity in Crack Length Evaluation for Single-Edge Bending Specimens /$cEnyang Wang, Wenxing Zhou, Guowu Shen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe actual state of stress in the remaining ligament of a single-edge bending (SE(B)) specimen, which is neither plane stress nor plane strain, is critical in accurately predicting the crack length in the specimen involved in the unloading compliance method. Three-dimensional finite element analyses were carried out in this study to evaluate the effective modulus of elasticity that reflects the actual state of stress corresponding to the crack mouth opening displacement (CMOD) compliance of the SE(B) specimen. Both plane-sided and side-grooved specimens with a wide range of geometric configurations and crack lengths were included in the study. A practical approach is further proposed to quickly evaluate the effective modulus from the CMOD compliance determined based on the test data. The proposed approach was verified using experimental data and numerical analysis results. The results of the verification suggest that replacing the elastic modulus corresponding to the plane stress or plane strain condition with the effective modulus in commonly used a/W-CMOD compliance equations can markedly improve the accuracy of the predicted crack length. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-integral. =650 \0$aEffective modulus. =650 \0$aCompliance equation. =650 \0$aPredictive accuracy. =650 \0$aCrack length measurement. =650 \0$aElasticity. =650 \0$aBiomechanics. =650 \0$aNonlinear mechanics. =650 14$aASTM E1820. =650 24$aSE(B) =650 24$aCompliance equation. =650 24$aCrack length measurement. =650 24$aPredictive accuracy. =650 24$aEffective modulus. =650 24$aJ-integral. =700 1\$aZhou, Wenxing,$eauthor. =700 1\$aShen, Guowu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120269.htm =LDR 02796nab a2200553 i 4500 =001 JTE20120256 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120256$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120256$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7871.58.O6 =082 04$a621.39/5$223 =100 1\$aMarjetic, Aleš,$eauthor. =245 10$aComparator With Optical Encoder System for the Calibration of Leveling Staffs /$cAleš Marjetic, Dušan Kogoj. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aGeometric leveling is the most precise and universal method used to determine heights. In order to achieve the greatest possible accuracy, the method demands a calibrated leveling staff, which requires an appropriate calibration facility. The encoded shape of the leveling staff demands the rebuilding of comparators designed for calibrating classical leveling staffs. The comparator MSGL001 at the Faculty of Civil and Geodetic Engineering in Ljubljana is based on an optical encoder system that is an original solution of snapshot positioning. The aim of this paper is to present the rebuilt comparator and the details of its testing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aComparator. =650 \0$aDigital level. =650 \0$aLeveling staff. =650 \0$aGeometric leveling. =650 \0$aOptical encoder system. =650 \0$aOperational amplifiers$xDesign and construction. =650 \0$aComparator circuits$xDesign and construction. =650 \0$aMetal oxide semiconductors, Complementary. =650 14$aComparator. =650 24$aGeometric leveling. =650 24$aDigital level. =650 24$aLeveling staff. =650 24$aOptical encoder system. =700 1\$aKogoj, Dušan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120256.htm =LDR 03042nab a2200553 i 4500 =001 JTE20120020 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120020$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120020$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.1/189$223 =100 1\$aLee, Jusang,$eauthor. =245 10$aInvestigation of Delamination on I-65 in Indiana /$cJusang Lee, Hyungjun Ahn, Ayesha Shah, Kurt Sommer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThis paper presents an investigation of delamination on the northbound driving lane of I-65 near Brookston, IN, utilizing field pull-off tests to evaluate interface bonding strength. In addition, ultrasonic test, asphalt binder test, and mix property (mechanical and volumetric) tests [i.e., dynamic shear rheometer (DSR) test, asphalt binder extraction, binder content, sieve analysis, and mix specific gravities] were conducted to explore the cause(s) of delamination. The pull-off test results showed that the delaminated pavement had a weaker interface bond, which generated more top-down fatigue cracking. In addition, the delaminated pavement contained more aged asphalt binder and a higher percentage of air voids, which could have accelerated top-down fatigue cracking as well. In conclusion, the causes of delamination were a combination of weak interface bonding and asphalt mix durability of the surface course. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDelamination. =650 \0$aPull-off test. =650 \0$aTop-down cracking. =650 \0$aInterface debonding. =650 \0$aComposite materials$xDelamination. =650 \0$aComposite materials$xElastic properties. =650 \0$aViscoelastic materials. =650 14$aDelamination. =650 24$aInterface debonding. =650 24$aPull-off test. =650 24$aTop-down cracking. =700 1\$aAhn, Hyungjun,$eauthor. =700 1\$aShah, Ayesha,$eauthor. =700 1\$aSommer, Kurt,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120020.htm =LDR 03412nab a2200589 i 4500 =001 JTE20120231 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120231$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120231$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7871.99.A45 =082 04$a621.3815/2$223 =100 1\$aZhang, Kexiong,$eauthor. =245 10$aStress State of GaN Epilayer Grown on Sapphire and 6H-SiC Substrates /$cKexiong Zhang, Hongwei Liang, Shiwei Song, Dechao Yang, Rensheng Shen, Yang Liu, Xiaochuan Xia, Yingmin Luo, Guotong Du. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aThe stress states and influence of two opposite stress types under similar stress intensities on the structural and optical properties of GaN films grown on sapphire and 6H-SiC substrates via metalorganic chemical vapor deposition were investigated. The E2 (high) phonon shifts of Raman spectra show that tensile stresses exist in the GaN epilayer grown on 6H-SiC, whereas compressive stresses appear in the film grown on sapphire, indicating that the thermal mismatch between the epilayers and the substrates plays a major role in determining the residual stresses in GaN films. Narrower full widths at half-maximum of E2 (high) phonon and double crystal X-ray diffraction peaks and the higher E2 (high) phonon intensity are visible for the GaN film grown on sapphire, illustrating that under almost equivalent stress intensities, tensile stresses have a much more negative influence on the crystalline quality of GaN epilayers. Finally, a numerical relationship between the luminescent band gap and the biaxial stresses of the GaN films is obtained at 10 K. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDislocations. =650 \0$aStress state. =650 \0$aAmorphous semiconductors$xDesign and construction. =650 \0$aSilicon alloys. =650 \0$aPlasma-enhanced chemical vapor deposition. =650 14$aGaN. =650 24$aMetalorganic chemical vapor deposition. =650 24$aStress state. =650 24$aDislocations. =700 1\$aLiang, Hongwei,$eauthor. =700 1\$aSong, Shiwei,$eauthor. =700 1\$aYang, Dechao,$eauthor. =700 1\$aShen, Rensheng,$eauthor. =700 1\$aLiu, Yang,$eauthor. =700 1\$aXia, Xiaochuan,$eauthor. =700 1\$aLuo, Yingmin,$eauthor. =700 1\$aDu, Guotong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120231.htm =LDR 03017nab a2200577 i 4500 =001 JTE20120292 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120292$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120292$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE251 =082 04$a625.8$223 =100 1\$aMohan, Gouri,$eauthor. =245 10$aEngineering Properties of Prime Coats Applied to a Granular Base /$cGouri Mohan, Yetkin Yildirim, Kenneth H. StokoeII, Mustafa B. Erten. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aPrime coats have been widely used to protect sub-base layers during pavement construction. The engineering properties of a prime-coated base course play an important role in the overall stability of a pavement system. In this study, prime coats MC-30, AEP, EC-30, CSS-1H, SS-1H, and terra prime (TP) were used for testing. Strength and permeability of the specimens were measured. Crushed limestone was used as the base course. The prime coats were either sprayed on or mixed with the base course to evaluate the effect of the application method. In addition, penetration of the prime coats into reference sand was evaluated. For the conditions of this study, according to a developed ranking system, the best performing prime coats were TP and MC-30, with slightly better performance from TP. The results provided here can be used as a guideline for selecting the proper prime coat for field applications. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCutback. =650 \0$aEmulsion. =650 \0$aPavement. =650 \0$aPrime coat. =650 \0$aBase course. =650 \0$aPavement design. =650 \0$aMechanistic design. =650 \0$aPavements. =650 14$aPavement. =650 24$aPrime coat. =650 24$aBase course. =650 24$aEmulsion. =650 24$aCutback. =700 1\$aYildirim, Yetkin,$eauthor. =700 1\$aStokoeII, Kenneth H.,$eauthor. =700 1\$aErten, Mustafa B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120292.htm =LDR 03030nab a2200529 i 4500 =001 JTE20120284 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120284$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120284$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a620.1/96$223 =100 1\$aZhang, Bing-yin,$eauthor. =245 10$aParticle Breakage of Cement Ellipsoid Aggregate-Part II :$bInvestigation of Particle Crushing /$cBing-yin Zhang, Yu-xin Jie, De-zhi Kong. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe breakage of particles during triaxial compression tests on cement ellipsoids is systematically analyzed in this paper. The particles after testing are categorized into three types: apparently intact particles, partly damaged particles, and completely broken particles. The fractions of each type of particle were measured. The mass percentages of partly damaged particles and completely broken particles were correlated. Therefore, when considering the crushing characteristics of particles in real coarse aggregates, the mass percentage of completely broken particles can also be used to evaluate the amount of partly damaged particles, which cannot be determined by means of simple sieving analysis. We also found that indices that express the amount of particle breakage for a single grain size are not suitable for characterizing the overall change in particle sizes, but indices that include multiple grain sizes have good coincidence with the observed particle breakage. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCement ellipsoid. =650 \0$aParticle breakage. =650 \0$aParticle crushing. =650 \0$aAsphalt. =650 \0$aAsphalt cement. =650 \0$aAsphalt emulsion mixtures. =650 14$aParticle breakage. =650 24$aParticle crushing. =650 24$aCement ellipsoid. =650 24$aTriaxial compression test. =700 1\$aJie, Yu-xin,$eauthor. =700 1\$aKong, De-zhi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120284.htm =LDR 03019nab a2200493 i 4500 =001 JTE20120208 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120208$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120208$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD9660.P463 =082 04$a380.1/45668411$223 =100 1\$aAhmad, Shamsad,$eauthor. =245 10$aEvaluation of Effect of Superplasticizer on Performance of Self-Compacting Concrete /$cShamsad Ahmad. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b35 =520 3\$aThis research was conducted in order to evaluate the effect of three typical brands of polycarboxylate-based superplasticizers on the performance of mixtures of self-compacting concrete, with the goal of selecting a suitable type and dosage of superplasticizer. Using different dosages of the three selected superplasticizers, several mixtures of self-compacting concrete were prepared and evaluated to study the effect of the type and dosage of superplasticizer on the properties of fresh and hardened concrete. Slump flow and V-funnel time tests were conducted on fresh concrete for self-compactability, and compressive strength, water penetration depth, and water absorption tests were conducted on hardened concrete for strength and durability. The test results indicate that the type and dosage of superplasticizer have significant effects on the properties of both fresh and hardened self-compacting concrete. The experimental study presented in this paper depicts a typical methodology for selecting a suitable type and dosage of superplasticizer for producing efficient and economical mixtures of self-compacting concrete. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTypes. =650 \0$aOptimum dosage. =650 \0$aSuperplasticizer. =650 \0$aMarket surveys. =650 \0$aPlasticizerindustry. =650 14$aSelf-compacting concrete (SCC) =650 24$aSuperplasticizer. =650 24$aTypes. =650 24$aOptimum dosage. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120208.htm =LDR 03220nab a2200493 i 4500 =001 JTE20120299 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120299$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120299$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD79.C4 =082 04$a543.8$223 =100 1\$aÖberg, Martin,$eauthor. =245 12$aA Method to Obtain Straight Crack Fronts During Pre-Cracking of Compact Tension Specimens /$cMartin Öberg. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aA common problem during pre-cracking of compact tension (CT) specimens is skewed crack fronts. It is also one of the most common reasons for which tests according to, for instance, ASTM E1820-11: Standard Test Method for Measurement of Fracture Toughness, Annual Book of ASTM Standards, ASTM International, West Conshohocken, PA, 2012, do not give valid results. This problem is normally a result of the fact that specimens and fixtures are not perfectly aligned, even when the testing setup meets the requirements of ASTM standards. In the present investigation, aluminum bushings have been used to rearrange the loads transferred from the testing machine to the specimens. Geometrical errors were deliberately introduced to the testing setup so that the specimens were asymmetrically loaded. The introduced errors were, however, within the tolerances of ASTM standards. Steel specimens with two different notch types, Chevron and straight notches, were tested, both with and without aluminum bushings. The specimens were pre-fatigued and thereafter broken under monotonic loading. The specimen crack lengths were measured and validated according to ASTM E1820-11. The results related to pre-fatigued specimens with aluminum bushings were shown to be valid, whereas the results for specimens without bushings did not meet the ASTM standards requirements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aValidation. =650 \0$aPre-fatigue. =650 \0$aCrack fronts. =650 \0$aChromatographie. =650 \0$aLogiciels$xValidation. =650 14$aCT-specimen. =650 24$aCrack fronts. =650 24$aValidation. =650 24$aPre-fatigue. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120299.htm =LDR 03724nab a2200625 i 4500 =001 JTE20120229 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120229$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120229$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8$223 =100 1\$aRoy, Neethu,$eauthor. =245 12$aA Re-Look at the Asphalt Mixture Performance Test Protocols and Computational Algorithms /$cNeethu Roy, A. Veeraragavan, P. K. Jain, J. Murali Krishnan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b41 =520 3\$aAsphalt mixture performance tests (AMPTs) are developed to complement the Superpave volumetric mix design procedure and to reliably measure the mechanical response characteristics of the asphalt mixtures. The AMPT protocols, such as dynamic modulus, flow time and flow number test protocols, and the computational algorithms for post-processing of data are in the development stages and require further refinement. In this investigation, AMPTs were carried out on asphalt mixtures with unmodified, polymer-modified, and crumb-rubber-modified binders. Dynamic modulus test was carried out for a wide range of temperatures and frequencies and master curves were constructed. It was observed that the American Association of State Highway and Transportation Officials (AASHTO) procedure for master curves does not take into account the influence of phase angle, and this could hinder the effective use of this input in pavement design and analysis. Flow time and flow number tests were carried out for an extended time of 100 000 s (cycles) rather than the currently practised 10 000 s (cycles) protocol. The test data was used in assessing the various algorithms for evaluating flow values. A wheel tracking test was also carried out and it was found that the response of mixtures could be correlated to wheel tracking test results in a qualitative manner to the flow time test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRutting. =650 \0$aFlow time. =650 \0$aFlow number. =650 \0$aMaster curve. =650 \0$aAsphalt mixture. =650 \0$aDynamic modulus. =650 \0$aDry wheel tracker. =650 \0$aAsphalt concrete$xMixing$xMathematical models. =650 \0$aAsphalt concrete$xAir content. =650 \0$aHot mix paving mixture. =650 14$aAsphalt mixture performance tests. =650 24$aDynamic modulus. =650 24$aMaster curve. =650 24$aFlow time. =650 24$aFlow number. =650 24$aDry wheel tracker. =650 24$aRutting. =700 1\$aVeeraragavan, A.,$eauthor. =700 1\$aJain, P. K.,$eauthor. =700 1\$aKrishnan, J. Murali,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120229.htm =LDR 02896nab a2200565 i 4500 =001 JTE20120275 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120275$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120275$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519.2/4$223 =100 1\$aAslam, Muhammad,$eauthor. =245 10$aDecision Procedure for the Weibull Distribution Based on Run Lengths of Conforming Items /$cMuhammad Aslam, Mohammad Saber Fallah Nezhad, Muhammad Azam. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aIn this study, acceptance sampling has been developed using the run lengths of conforming items for Weibull-distributed products. The plan parameters of the proposed plan were determined such that the given risks were satisfied for specified values of the mean ratio, shape parameter, and experiment time. Formulas for gamma distribution are also suggested in this paper. A comparison of the proposed plan with the existing repetitive group sampling plan was made, and the proposed plan was found to perform better than the existing sampling plan. Tables are provided for the selection of the plan parameters for inspection purposes. A real example is used to describe the plan developed here. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSimulation. =650 \0$aMarkov model. =650 \0$aGamma distribution. =650 \0$aWeibull distribution. =650 \0$aAcceptance sampling plan. =650 \0$aWeibull distribution$xTextbooks. =650 \0$aProbabilities$xTextbooks. =650 \0$aProbabilities. =650 14$aSimulation. =650 24$aAcceptance sampling plan. =650 24$aMarkov model. =650 24$aWeibull distribution. =650 24$aGamma distribution. =700 1\$aNezhad, Mohammad Saber Fallah,$eauthor. =700 1\$aAzam, Muhammad,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120275.htm =LDR 03028nab a2200529 i 4500 =001 JTE20120311 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120311$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120311$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7875 =082 04$a621.381028/7$223 =100 1\$aLin, Chin-Tsai,$eauthor. =245 10$aEvaluating Convention Destination Images in Australia and Asia /$cChin-Tsai Lin, Chiu-Wen Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b39 =520 3\$aMeetings and conventions are important sub-sectors of tourism. Convention tourism organizations select destinations that are complex. Destination image is the key to attracting most meeting planners. Conventions create significant economic benefits and job opportunities for their destinations. This study explores the image-building of convention destinations in nine countries. This study used the grey-situation decision-making method and the technique for ordering preferences by similarity to the ideal solution to compare rankings and select ten criteria for image measurement. The evaluation was based on secondary data from the World Economic Forum of 2011 and the International Congress and Convention Association Report in 2011. The results show the strengths and weaknesses of the nine studied countries in terms of the convention image development conditions. Singapore has the best image in Asia, and marketers and meeting planners can use the study data to produce more attractive advertising. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConvention. =650 \0$aMeeting planner. =650 \0$aDestination image. =650 \0$aImage processing$xDigital techniques. =650 \0$aMicroelectromechanical systems$xMeasurement. =650 \0$aMicroelectronics$xMeasurement. =650 14$aConvention. =650 24$aDestination image. =650 24$aMeeting planner. =650 24$aGSDM. =650 24$aTOPSIS. =700 1\$aLin, Chiu-Wen,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120311.htm =LDR 03469nab a2200577 i 4500 =001 JTE12426J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12426J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12426J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBF432.A1 =082 04$a153.9/3$223 =100 1\$aSmith, RH.,$eauthor. =245 10$aAssessing Testing Bias in Two Walkway-Safety Tribometers /$cRH. Smith. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aA recent paper reported repeatability and bias test results for the variable incidence tribometer (VIT) and for the portable inclineable articulated strut slip tester (PIAST). These two tribometers approximate initial pedestrian heel-contact during walking, a critical consideration when attempting to quantify walkway slip resistance in a representative manner. Horizontal/vertical force-ratio settings on the tribometers were compared to measured ratios detected by a force plate. When these detected ratios were assessed mathematically by standard statistical methods, both tribometers displayed a high degree of repeatability and a low degree of bias. However, when assessed by graphical means, both tribometers exhibited patterns of indicated bias. An effort is made to identify the sources of the indicated bias. Results of the VIT analysis are consistent with its indicated bias being related to the influences of inertial forces. The PIAST appears systematically affected by the presence of elastomeric friction in its testing regime. Under elastomeric friction conditions, the ratio of the friction force developed divided by the applied normal force decreases as the applied normal forces increase. Under these conditions, the applied normal force and developed friction force are not directly proportional. The relevance of such conditions to pedestrian ambulation is discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTribometer. =650 \0$aForce plate. =650 \0$aWalkway safety. =650 \0$aInertial forces. =650 \0$aSlip resistance. =650 \0$aElastomeric friction. =650 \0$aBias. =650 \0$aTest bias. =650 \0$aEducational tests and measurements. =650 \0$aMinorities$xPsychological testing. =650 14$aSlip resistance. =650 24$aTribometer. =650 24$aForce plate. =650 24$aWalkway safety. =650 24$aInertial forces. =650 24$aElastomeric friction. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12426J.htm =LDR 02375nab a2200457 i 4500 =001 JTE12423J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12423J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12423J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aUG760 =082 04$a623.7/1$223 =100 1\$aBesbes, H.,$eauthor. =245 10$aTest of the Acquisition System in an Analog Gamma Camera /$cH. Besbes, MS. Bouhlel, RB. Salah. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe quality control of an analog gamma camera in our nuclear department concerns exclusively the detection head. To evaluate the acquisition system we use a test system composed of an output card and software called ASST. The test consists of transforming the digital data of a scintigraphic image into three analog signals similar to those delivered by the detection head. These signals are introduced into the acquisition system for reconstructing the image. The software ASST allows comparison between the original and the acquired image in order to evaluate the quality of acquisition. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aQuality control. =650 \0$aAcquisition system test. =650 14$aQuality control. =650 24$aAcquisition system test. =700 1\$aBouhlel, MS.,$eauthor. =700 1\$aSalah, RB.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12423J.htm =LDR 03497nab a2200493 i 4500 =001 JTE12421J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12421J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12421J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGV361 =082 04$a796.35726$223 =100 1\$aSmith, LV.,$eauthor. =245 10$aMechanical Testing of Baseball Bats /$cLV. Smith, JT. Axtell. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aAdvances in the materials and structure of modern baseball bats have spurred interest in measuring their hitting performance. Many test standards and performance measures have been developed to quantify bat performance. The ability of these tests to simulate a player-swung bat has been largely ignored, however. This study describes the operation of a machine that has been used to measure bat performance and durability. The strain responses of player- and machine-swung bats were compared to determine the ability of laboratory experiments to simulate play conditions. Over much of the range of a full swing, the machine-swung bats experienced considerably higher strain than player-swung bats. During the instant of impact with the ball, however, the response of the player- and machine-swung bats was nearly indistinguishable. The similarity between laboratory tests and a player's swing supports the use of controlled experiments to measure bat performance. The relative response of a bat was shown to depend on the measure used to quantify performance, however. Three measures of bat performance were compared for a series of solid and hollow bats. It was observed that bat-ball efficiency measures may be an unreliable indicator of bat performance in play. Studies have shown that the swing speed depends on the mass properties of the bat and has a large effect on the batted ball speed. Consideration of bat efficiency alone does not fully account for the contribution of a bat-dependent swing speed. It is suggested that bat performance be measured from the batted ball speed in tests using a bat-dependent swing speed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBat performance. =650 \0$aBaseball bat testing. =650 \0$aBaseball$xAbility testing. =650 \0$aBaseball players$xAnthropometry. =650 \0$aBatting (Baseball) =650 \0$aBat testing. =650 14$aBaseball bat testing. =650 24$aBat performance. =700 1\$aAxtell, JT.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12421J.htm =LDR 02651nab a2200589 i 4500 =001 JTE12428J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12428J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12428J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA357.5.C3 =082 04$a620.1064$223 =100 1\$aMeged, Y.,$eauthor. =245 10$aErosive Boundary Layers of Ni 200 in Vibratory Cavitation Erosion Tests /$cY. Meged. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThe test surface of a specimen for cavitation erosion testing is prepared by several machining operations. These operations induce alterations on the surface and in the material beneath it, thereby forming an affected material zone. The properties of this zone affect the mechanical and metallurgical properties of the material. As a consequence the erosive properties are affected too, but are not easily detected on the cumulative erosion-time curves. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModeling. =650 \0$aErosion threshold. =650 \0$aSurface integrity. =650 \0$aAffected material zone. =650 \0$aErosive boundary layer. =650 \0$aCavitation. =650 \0$aCavitation erosion. =650 \0$aVibratory Cavitation Erosion Tests. =650 14$aVibratory cavitation erosion. =650 24$aAffected material zone. =650 24$aSurface integrity. =650 24$aErosive boundary layer. =650 24$aWeibull cumulative distribution function. =650 24$aModeling. =650 24$aNi 200. =650 24$aBimodal and unimodal plots. =650 24$aErosion threshold. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12428J.htm =LDR 02475nab a2200529 i 4500 =001 JTE12425J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12425J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12425J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ787 =082 04$a333.79/68$223 =100 1\$aDean Smith, N.,$eauthor. =245 10$aDetermining Minimum Ignition Energies and Quenching Distances of Difficult-To-Ignite Compounds /$cN. Dean Smith, WA. Mitchell, MW. Tufts. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aDifficulties experienced using ASTM Method E 582-88 for determination of minimum ignition energies of compounds more difficult to ignite than simple hydrocarbons are described along with remedies for overcoming those difficulties. Minimum ignition energies and associated quenching distances are reported for four hydrofluorocarbon compounds using a modified Method E 582-88 apparatus and procedure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHydrofluorocarbons. =650 \0$aQuenching distance. =650 \0$aMinimum ignition energy. =650 \0$aSpark ignition engines$xAlternative fuels. =650 \0$aAutomobiles$xFuel systems. =650 \0$aEnergy policy. =650 \0$aMotor fuels. =650 14$aMinimum ignition energy. =650 24$aQuenching distance. =650 24$aHydrofluorocarbons. =700 1\$aMitchell, WA.,$eauthor. =700 1\$aTufts, MW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12425J.htm =LDR 02994nab a2200553 i 4500 =001 JTE12424J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12424J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12424J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD9773.D442 =082 04$a684.1$223 =100 1\$aConnolly, SM.,$eauthor. =245 12$aA Comparison of the Performance Tests Used for Furniture Packaging /$cSM. Connolly, JA. Marcondes, TG. Weigel, A. Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aISTA Procedure 2C and two options in NMFCC Item 181, stacked vibration and compression and vibration in separate tests, were compared to determine the equivalency of common U.S. furniture packaging performance tests. Containers constructed of two different corrugated fiberboard specifications were evaluated; Box A: a 32 lb/in. (5.6 kN/m) ECT rated board with a basis weight combination of 35HP/26/35HP, and Box B: a 200 psi (1378.95 kPa) Mullen rated board with a basis weight combination of 42/26/42. Ten corrugated fiberboard containers of each board type were tested following each of the test protocols. After testing, the contents were removed and the residual compression force at failure and deflection at failure of the containers were measured. These data were compared to the compression force and deflection at failure of control samples for the two board grades tested. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDistribution. =650 \0$aPerformance tests. =650 \0$aFurniture packaging. =650 \0$aCompression strength. =650 \0$aCorrugated containers. =650 \0$aFurniture$xPackaging$xTesting. =650 14$aFurniture packaging. =650 24$aCompression strength. =650 24$aPerformance tests. =650 24$aCorrugated containers. =650 24$aDistribution. =700 1\$aMarcondes, JA.,$eauthor. =700 1\$aWeigel, TG.,$eauthor. =700 1\$aLee, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12424J.htm =LDR 02699nab a2200565 i 4500 =001 JTE12422J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12422J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12422J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS593 =082 04$a631.4/028/7$223 =100 1\$aSorini, SS.,$eauthor. =245 10$aPrecision of the Performance of the En Core® Sampler to Store Low Concentrations of Volatile Organic Compounds /$cSS. Sorini, JF. Schabron, JF. Rovani. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aSoil sampling and storage practices for volatile organic analysis must be designed to minimize loss of volatile organic compounds (VOCs) from samples. The En Core® sampler is designed to collect and store soil samples in a manner that minimizes loss of contaminants due to volatilization and/or biodegradation. ASTM D 6418, Standard Practice for Using the Disposable En Core® Sampler for Sampling and Storing Soil for Volatile Organic Analysis, describes the use of the En Core® sampler to collect and store a soil sample for volatile organic analysis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPrecision. =650 \0$aVOC analysis. =650 \0$aSoil sampling. =650 \0$aStorage of soil samples. =650 \0$aSoils$xAnalysis. =650 \0$aSoils$xSampling. =650 \0$aSoil laboratories. =650 \0$aSoils$xTesting. =650 14$aPrecision. =650 24$aSoil sampling. =650 24$aStorage of soil samples. =650 24$aVolatile organic compounds (VOCs) =650 24$aVOC analysis. =700 1\$aSchabron, JF.,$eauthor. =700 1\$aRovani, JF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12422J.htm =LDR 03320nab a2200577 i 4500 =001 JTE12418J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12418J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12418J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQP334 =082 04$a612.97$223 =100 1\$aDong, RG.,$eauthor. =245 10$aDynamic Characterization of Instrumented Handle and Palm-Adapter Used for Assessment of Vibration Transmissibility of Gloves /$cRG. Dong, S. Rakheja, WP. Smutz, AW. Schopper, SA. Caporali. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aA mechanical testing method to assess the vibration isolation effectiveness of gloves has been standardized (ISO 10819). The instrumented handle and a palm-held adapter recommended in the standard are evaluated systematically in order to identify their potential contributions to the overall measurement errors. The results revealed a nonuniform distribution of vibration along the handle surface. The results also revealed the presence of considerable magnitudes of nonaxial source vibration caused by the nonaxial nature of the feed force imparted by the human hand. An alternate design of the handle is realized to achieve a more uniform distribution of vibration. Three alternative methods are proposed to minimize the contributions due to adapter misalignment and the nonaxial source vibration. An error contour method is proposed to predict the influence of the dynamic features of a handle on the measurement of effective vibration. The characterization methods developed in this study may also be applicable to other types of instrumented handles for the study of hand-arm vibration. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHand adapter. =650 \0$aGlove testing. =650 \0$aHand-arm vibration. =650 \0$aInstrumented handle. =650 \0$aVibration isolation. =650 \0$aGrip strength$xEvaluation. =650 \0$aGloves$xTesting. =650 14$aGlove testing. =650 24$aVibration isolation. =650 24$aHand-arm vibration. =650 24$aInstrumented handle. =650 24$aHand adapter. =700 1\$aRakheja, S.,$eauthor. =700 1\$aSmutz, WP.,$eauthor. =700 1\$aSchopper, AW.,$eauthor. =700 1\$aCaporali, SA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12418J.htm =LDR 03542nab a2200565 i 4500 =001 JTE12427J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12427J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12427J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL521.3.T4 =082 04$a629.47$223 =100 1\$aBose, SC.,$eauthor. =245 10$aApplication of Stress Relaxation Test Methodology for Predicting Creep Life of a Large Steam Turbine Rotor Steel (1CrMoV) /$cSC. Bose, K. Singh, G. Jayaraman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b42 =520 3\$aThe technique proposed here adopts short-term stress relaxation testing (SRT) to determine the metallurgical life of 1CrMoV large rotor steel. SRT has been performed at two temperature levels of 550°C and 600°C, on samples taken from the core region of a large rotor. At 550°C, five initial prestrains ranging from 0.2-1.0% strain were applied, while at 600°C, the specimens were relaxed from 0.6% and 0.8% prestrains. All test durations were kept between 4 to 5 h. To validate the results, a few conventional creep tests have been conducted at same temperature levels and at different stresses. The initial data, stress versus time, were converted into stress versus inelastic strain rate and the creep life was predicted with the help of the Monkman-Grant relationship ('?s x tr) = C), where the value of the constant C is taken from experimental creep data. The comparison of creep life, predicted through SRT, with the actual creep data revealed that they were agreeing extremely well at higher test temperature, i.e. 600°C. The computed SRT data have delivered higher activation energy (600 kJ mol-1) than conventional creep testing (344 kJ mol-1). Detailed SEM and TEM studies revealed that degradation and/or development of microstructures had taken place and was commensurable to long-term creep exposure. Therefore, the methodology has the capacity to assess the inherent creep strength of any material. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aRotor steel. =650 \0$aMicrostructure. =650 \0$aSteel (1CrMoV) =650 \0$aRotor blades$xHovering. =650 \0$aHelicopters$xHovering. =650 \0$aTest and evaluation. =650 \0$aStress Relaxation. =650 14$aSteel (1CrMoV) =650 24$aRotor steel. =650 24$aStress relaxation. =650 24$aCreep. =650 24$aMicrostructure. =700 1\$aSingh, K.,$eauthor. =700 1\$aJayaraman, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12427J.htm =LDR 02868nab a2200517 i 4500 =001 JTE12420J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12420J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12420J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.34 =082 04$a620.112$223 =100 1\$aTronskar, JP.,$eauthor. =245 10$aApplication of Acoustic Emission for Measuring Crack Initiation Toughness in Instrumented Charpy Impact Testing /$cJP. Tronskar, MA. Mannan, MO. Lai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aAcoustic Emission (AE) has been used to detect onset of ductile tearing in instrumented Charpy impact tests to enable determination of dynamic ductile tearing initiation toughness using a single specimen method. An AE based method was developed whereby a conventional instrumented impact tester is instrumented with a commercial broadband acoustic emission sensor mounted on the anvil. The results obtained using the new AE based method were compared to the results obtained by other researchers using specially developed AE sensors located inside the tup. Tests using both AE and direct measurement of the load-line displacement during the instrumented Charpy testing were conducted simultaneously on a conventional ship grade steel. V-notched and fatigue precracked test pieces were tested in the temperature range +23°C to -80°C. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteel. =650 \0$aAcoustic emission. =650 \0$aImpact$xTesting. =650 \0$aMaterials$xDynamic testing. =650 14$aSteel. =650 24$aInstrumented impact testing. =650 24$aDynamic initiation fracture toughness. =650 24$aAcoustic emission. =650 24$aDuctile-brittle transition. =700 1\$aMannan, MA.,$eauthor. =700 1\$aLai, MO.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12420J.htm =LDR 03099nab a2200589 i 4500 =001 JTE12419J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12419J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12419J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS228.95 =082 04$a671.52$223 =100 1\$aHeerens, J.,$eauthor. =245 10$aApplication of the Master Curve Method and the Engineering Lower Bound Toughness Method to Laser Welded Steel /$cJ. Heerens, D. Hellmann. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThe fracture toughness of laser beam welded ferritic steel has been measured in the ductile-to-brittle transition regime using precracked bend specimens. The precracked welded specimens showed a complex fracture behavior, which involves crack path deviation. It was found that the large scatter of the cleavage fracture toughness and its temperature dependence can be characterized by the Master Curve Method (MCM). The results promote the validity of Engineering Lower Bound Method (ELBM) to derive lower bound toughness of laser beam welded steel. To enable a successful application of the Methods, it was necessary to add fracture toughness data censoring to the method, which takes into account the phenomenon of crack path deviation. The application of the censoring criterion requires additional fracture surface investigations, which can be performed easily using a conventional low magnification light microscope. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLaser. =650 \0$aWelding. =650 \0$aLower bound. =650 \0$aMaster Curve. =650 \0$aFracture toughness. =650 \0$aFinite-element analysis. =650 \0$aLaser welding. =650 \0$aStainless steel$xWelding. =650 \0$aStainless steel$xFracture. =650 14$aWelding. =650 24$aLaser. =650 24$aFracture toughness. =650 24$aLower bound. =650 24$aMaster Curve. =650 24$aDuctile-to-brittle transition. =650 24$aFinite-element analysis. =700 1\$aHellmann, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12419J.htm =LDR 02600nab a2200601 i 4500 =001 JTE11432J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11432J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11432J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a624.151$223 =100 1\$aLim, C-T,$eauthor. =245 10$aSpecimen Size Effects on the Diametrical Mechanical Testing of Cylindrical Asphalt Mixes /$cC-T Lim, S-A Tan, T-F Fwa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aSpecimens, 4-in.(101.6 mm), 5-in.(127.0 mm), and 6-in.(152.4 mm) in diameter, of asphalt mixtures were prepared in the laboratory to test for the specimen size effect on the resilient modulus test, the indirect tension test, and the Marshall test.Four asphalt mixtures with different top stone sizes ranging from 15.8 to 31.5 mm were used.They are B1 mix (base course), Airport, W3, and W6 mixes (wearing course) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStability. =650 \0$aSize effects. =650 \0$aAsphalt mixes. =650 \0$aResilient modulus. =650 \0$aMechanical testing. =650 \0$aIndirect tensile strength. =650 \0$aAsphalt. =650 \0$aAsphalt content. =650 14$aMechanical testing. =650 24$aAsphalt mixes. =650 24$aSize effects. =650 24$aResilient modulus. =650 24$aIndirect tensile strength. =650 24$aStability. =650 24$aFlow. =650 24$aDiameter over top stone size ratio. =700 1\$aTan, S-A,$eauthor. =700 1\$aFwa, T-F,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11432J.htm =LDR 02749nab a2200541 i 4500 =001 JTE11431J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11431J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11431J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD515 =082 04$a541.36$223 =100 1\$aZhu, YT.,$eauthor. =245 10$aDifferential Thermal Analysis of Solid Zirconium /$cYT. Zhu, YP. Gao, JH. Devletian, A. Manthiram. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aSeveral observations are made in the differential thermal analysis (DTA) test of solid zirconium (Zr) specimens. It is found that an increasing heating rate generally increases the solid-phase transition temperature for both nondeformed and cold-worked specimens, but to a different extent. Upon cycling the specimen with a constant heating rate, the phase transition temperature decreases initially during the first few runs and then remains constant. Also, holding a specimen for some time just before the phase transition during heating increases the phase transition temperature. Specimen heating history and prior cold work are also found to influence the solid-phase transition temperature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aZirconium. =650 \0$aMultiple DTA run. =650 \0$aSpecimen condition. =650 \0$aDifferential thermal analysis. =650 \0$aThermal analysis. =650 14$aDifferential thermal analysis (DTA) =650 24$aPhase transition temperature. =650 24$aZirconium. =650 24$aSpecimen condition. =650 24$aMultiple DTA run. =700 1\$aGao, YP.,$eauthor. =700 1\$aDevletian, JH.,$eauthor. =700 1\$aManthiram, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11431J.htm =LDR 02271nab a2200493 i 4500 =001 JTE11428J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11428J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11428J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.22 =082 04$a620.1/1233$223 =100 1\$aKliger, IR.,$eauthor. =245 10$aPrediction of Creep Properties of Chipboard Used in Stressed-Skin Panels /$cIR. Kliger, PJ. Pellicane. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aIn recent years, attention has been focused on structural stressed-skin panels (SSP) with lumber webs and sheet metal and chipboard panels as tension and compression flanges, respectively, at Chalmers University of Technology. In this study, certain mechanical and rheological properties of structural chipboard were evaluated as part of a larger project designed to predict the long-term behavior of SSP under load. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aChipboard. =650 \0$aCreep properties. =650 \0$aMaterials$xCreep. =650 \0$aFracture mechanics. =650 14$aCreep properties. =650 24$aChipboard. =650 24$aWood. =700 1\$aPellicane, PJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11428J.htm =LDR 03299nab a2200613 i 4500 =001 JTE11429J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11429J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11429J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a624.151$223 =100 1\$aParker, F.,$eauthor. =245 13$aAn Analysis of Hot Mix Asphalt Mat Density Measurements /$cF. Parker, MS. Hossain. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aHot mix asphalt mat density data collected during the 1990-1993 implementation of a quality control and quality assurance (QC/QA) program for pavement construction by the Alabama Highway Department (AHD) were analyzed. The influence of different measuring agencies (buyer and seller), mix type, application rate, and overlay interface conditions on the variability of nuclear gage and core density measurements was studied. The data were also used to study the influence of the several measurement variables on the ability to achieve target density. Variability and the ability to achieve target density improved as the QC/QA program was implemented, but there remained a consistent inability to achieve the target compaction level. Analysis of the significance of differences between AHD and contractor measurements was inconclusive, but AHD density measurements were consistently lower. Thicker binder mix layers had lower variability than thinner surface mix layers, but the level of compaction achieved was greater for surface mixes. Milling of the surfaces of old pavements significantly reduced the variability of density in overlay mats. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompaction. =650 \0$aVariability. =650 \0$aConstruction. =650 \0$aNuclear gage. =650 \0$aHot mix asphalt. =650 \0$aQuality control. =650 \0$aQuality assurance. =650 \0$aDensity measurement. =650 \0$aAsphalt. =650 \0$aAsphalt content. =650 14$aHot mix asphalt. =650 24$aConstruction. =650 24$aCompaction. =650 24$aNuclear gage. =650 24$aDensity measurement. =650 24$aVariability. =650 24$aQuality control. =650 24$aQuality assurance. =700 1\$aHossain, MS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11429J.htm =LDR 02803nab a2200553 i 4500 =001 JTE11433J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11433J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11433J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP156.P65 =082 04$a668.423*$223 =100 1\$aNeunaber, LM.,$eauthor. =245 10$aWater Leak Testing of Polyurethane Female Condoms /$cLM. Neunaber, WS. Boivin, ZH. Khatri, BA. Herman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThis paper describes an apparatus and a technique for water leak testing of polyurethane female condoms. This test detects holes as effectively as other official FDA methods used to test barrier products such as latex male condoms and medical gloves. This rapid test simulates actual use conditions as much as possible without causing plastic deformation of the polyurethane material. Blind validation tests showed that the method detects a high percentage of holes 20 ?m and larger over the entire surface of the condoms. Holes as small as 10 ?m were detected with lower efficiency. Hole detection rate was highest in the bottom one third of the condom where the water pressure was greatest. The condom lubricant was shown to act as a surfactant when added to water. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSurfactants. =650 \0$aPolyurethane. =650 \0$aLeakage tests. =650 \0$aFemale condoms. =650 \0$aBarrier products. =650 \0$aPolyurethanes. =650 14$aPolyurethane. =650 24$aFemale condoms. =650 24$aLeakage tests. =650 24$aBarrier products. =650 24$aSurfactants. =700 1\$aBoivin, WS.,$eauthor. =700 1\$aKhatri, ZH.,$eauthor. =700 1\$aHerman, BA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11433J.htm =LDR 03086nab a2200637 i 4500 =001 JTE11430J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11430J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11430J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA372 =082 04$a515.35$223 =100 1\$aHsu, TTC,$eauthor. =245 12$aA Servo-Control System for the Universal Panel Tester /$cTTC Hsu, L-X Zhang, T. Gomez. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aA servo-control system has been successfully installed on the universal panel tester to study the behavior of full-size reinforced concrete panel elements. In addition to the load-control procedure, this unique testing facility is now capable of testing panels using deformation-control procedure. This servo-control system controls up to ten different servo valves with independent programming capabilities and is thus suitable for many complex applications. By using this new servo control system we were able to determine, for the first time, some material properties of reinforced concrete, including Poisson ratios, the descending branch of compression stress-strain curves, as well as the characteristics of the compressive stress-strain curves of concrete in panels with 45° steel bars. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConcrete. =650 \0$aLoad control. =650 \0$aTest facilities. =650 \0$aDeformation control. =650 \0$aReinforced concrete. =650 \0$aServo-control system. =650 \0$aStress-strain curves. =650 \0$aHigh-strength concrete. =650 \0$aUniversal panel tester. =650 \0$aDeformation. =650 14$aConcrete. =650 24$aDeformation control. =650 24$aHigh-strength concrete. =650 24$aLoad control. =650 24$aReinforced concrete. =650 24$aServo-control system. =650 24$aStress-strain curves. =650 24$aTest facilities. =650 24$aUniversal panel tester. =700 1\$aZhang, L-X,$eauthor. =700 1\$aGomez, T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11430J.htm =LDR 03058nab a2200493 i 4500 =001 JTE11435J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11435J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11435J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.E9 =082 04$a690$223 =100 1\$aLiniecki, A.,$eauthor. =245 10$aFatigue Strength of Adhesive Bonded Aluminum Joints /$cA. Liniecki, TR. Hsu, W. Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThis paper presents a study involving the assessment of strength of bonded joints. Coupon specimens made of 6061-T6 aluminum alloy were used in the fatigue strength testing experiments. Two sharp grooves were cut on each face of the specimen in order to simulate the cracks in the wind turbine blade. Thin patches made of the same material were adhesively bonded to the surface of the specimen, covering the grooves. All coupon specimens with and without patches were tested under oscillating bending load. Parameters such as the thickness of the adhesive material, the peeling strength and stress distribution between layers were investigated. Failures in the form of patch delamination and subsequent structure fracture were recorded and the numbers of loading cycles which caused these failures were determined. Relationships between the applied loads and the fatigue lives of tested specimens were established. On the basis of the experiments and Finite Element Analysis, an easy-to-use method for estimating the fatigue life of a real wind turbine blade was developed. The proposed method can be extended to applications involving patching of other structures subjected to repeated loads. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWind energy. =650 \0$aFatigue strength. =650 \0$aBonded aluminum joints. =650 \0$aJoints (Engineering) =650 14$aBonded aluminum joints. =650 24$aFatigue strength. =650 24$aWind energy. =700 1\$aHsu, TR.,$eauthor. =700 1\$aLi, W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11435J.htm =LDR 02438nab a2200529 i 4500 =001 JTE11434J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1995\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11434J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11434J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.22 =082 04$a620.1/1233$223 =100 1\$aSickels Taves, LB.,$eauthor. =245 10$aCreep, Shrinkage, and Mortars in Historic Preservation /$cLB. Sickels Taves. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1995. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe focus of this research is the theoretical application of laboratory statistics on creep and shrinkage in mortars to historic structures. By utilizing preexisting case studies, conclusions can be tentatively made as to how the tested mortar formulas should react in restoration projects. Mortar specifications, compiled from a variety of sources, are reviewed, and the data related to the laboratory program, enabling additional tables to be compiled and thus contributing to the long-term survival of old buildings. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aMortars. =650 \0$aShrinkage. =650 \0$aSpecification. =650 \0$aHistoric preservation. =650 \0$aMaterials$xCreep. =650 \0$aFracture mechanics. =650 14$aCreep. =650 24$aShrinkage. =650 24$aMortars. =650 24$aHistoric preservation. =650 24$aSpecification. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 23, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1995$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11434J.htm =LDR 02607nab a2200601 i 4500 =001 JTE11398J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11398J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11398J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE1 =082 04$a625.794$223 =100 1\$aDutt, O.,$eauthor. =245 10$aMeasurement of Granule Coverage on Bituminous Roofing Surfaces /$cO. Dutt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aMethods were developed to measure the exposed area of bitumen on a granule-covered roofing surface. They included traverse microscopical examination, image analysis technique, and photometric measurements. Three specially prepared samples were tested for granule coverage. One of the samples was further tested for the exposed area of bitumen after progressively removing granules from its surface. The study showed that the exposure of bitumen could be related to the loss of granules. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRoofing. =650 \0$aPhotometers. =650 \0$aGranule loss. =650 \0$aImage analyzer. =650 \0$aLinear traverse. =650 \0$aBitumen exposure. =650 \0$aBituminous surface. =650 \0$aGranular protection. =650 \0$aBituminous materials. =650 \0$aSurface sealers. =650 14$aBitumen exposure. =650 24$aBituminous surface. =650 24$aGranular protection. =650 24$aGranule loss. =650 24$aImage analyzer. =650 24$aLinear traverse. =650 24$aPhotometers. =650 24$aRoofing. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11398J.htm =LDR 02336nab a2200481 i 4500 =001 JTE11399J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11399J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11399J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD429 =082 04$a363.72/84$223 =100 1\$aYakovlev, SV.,$eauthor. =245 10$aWastewater Sludge Treatment and Utilization in the U.S.S.R. /$cSV. Yakovlev, EV. Dvinskych. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAmong the large number of problems concerning water resources protection from pollution that of treatment and disposal of wastewater sludges is the least developed and the most serious from the engineering and ecological points of view. The importance of the problem arises from the constant increase of sludge masses due to increasing treatment efficiency and the ever increasing amount of wastewaters to be treated. This paper discusses wastewater sludge treatment and utilization in the U.S.S.R. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSludge disposal. =650 \0$aSludge treatment. =650 \0$aWastewater sludges. =650 \0$aWater reuse. =650 14$aWastewater sludges. =650 24$aSludge treatment. =650 24$aSludge disposal. =700 1\$aDvinskych, EV.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11399J.htm =LDR 03313nab a2200685 i 4500 =001 JTE11396J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11396J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11396J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA683.5.C7 =082 04$a624.18342$223 =100 1\$aHamid, AA.,$eauthor. =245 10$aEffect of Bearing Plate Properties on the Behavior of Block Masonry Prisms under Axial Compression /$cAA. Hamid, AO. Chukwunenye. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aAn analytical investigation using a three-dimensional finite element model was conducted to study the effect of bearing plate thickness and stiffness on the behavior of axially loaded hollow block masonry prisms. Faceshell and full mortar bedding of prisms were considered. Detailed vertical and lateral stress distributions for different bearing plates were determined which help in understanding the impact of bearing plate properties on the behavior of the prism. The results show that a 51 mm (2 in.) thick steel bearing plate for a 203 mm (8 in.) block prism is inadequate and leads to a nonuniform state of strain. It is concluded that plate stiffness rather than plate thickness is the most appropriate factor to be considered when selecting bearing plate size. A 102 mm (4 in.) steel plate is recommended for testing 203 mm (8 in.) block prisms under axial compression. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPrism. =650 \0$aMortar. =650 \0$aMasonry. =650 \0$aTesting. =650 \0$aStresses. =650 \0$aStandards. =650 \0$aBearing plates. =650 \0$aFinite elements. =650 \0$aAxial compression. =650 \0$aConcrete (blocks) =650 \0$aHigh strength concrete$xCompression testing. =650 \0$aColumns, Concrete$xCompression testing. =650 \0$aReinforced concrete construction$xCompression testing. =650 \0$aEccentric loads. =650 14$aAxial compression. =650 24$aConcrete (blocks) =650 24$aMasonry. =650 24$aPrism. =650 24$aTesting. =650 24$aBearing plates. =650 24$aFinite elements. =650 24$aMortar. =650 24$aStresses. =650 24$aStandards. =700 1\$aChukwunenye, AO.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11396J.htm =LDR 03626nab a2200481 i 4500 =001 JTE11393J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11393J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11393J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQR251 =082 04$a593.1$223 =100 1\$aBerk, SG.,$eauthor. =245 10$aFactors Affecting Results of Chemotaxis Inhibition Tests with Protozoa /$cSG. Berk, BA. Mills. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aSeveral factors were examined with respect to their influence on the attraction of protozoa towards yeast extract and on the inhibitory effect of cadmium on chemoattraction. These included: density of protozoa (numbers per volume), age of cultures, axenic and bacterized cultures, and starvation period before testing. A marine species, Miamiensis avidus, and a strain of Tetrahymena isolated from a local river, were tested separately. Two-fold increases in density of Miamiensis resulted in a three-fold increase in numbers attracted, whereas Tetrahymena resulted in a two-fold decrease in numbers attracted. However, inhibition by cadmium was not altered by using different densities. At 250 and 500 protozoa/25 ?L, Tetrahymena was inhibited 87.8 ± 5.2 (average of four replicates ± 1 SD) and 89.0 ± 2.6%, respectively; at 117 and < 1 protozoa/25 ?L, Miamiensis was inhibited 76.0 ± 4.4 and 67.5 ± 10.0%, respectively. Age of culture had an effect on cadmium sensitivity of Miamiensis but not of Tetrahymena. Older cultures of Miamiensis were more inhibited by cadmium (77.0 ± 2.0%) than younger cultures (57.3 ± 8.4%). Protozoa from axenic and bacterized cultures of Tetrahymena were equally affected by cadmium. This aspect was not tested for Miamiensis, since we did not have axenic cultures of this species. For both species, the starvation period clearly affected the numbers of protozoa attracted to yeast extract. Longer starvation periods resulted in greater attraction, yet their sensitivity to the metal did not change. After 1 and 72 h of starvation Tetrahymena was inhibited 79.0 ± 7.4 and 80.7 ± 10.8%, respectively, and Miamiensis was inhibited 78.5 ± 10.0 and 78.5 ± 5.0%, respectively. These results should provide suggestions for better standardization of behavioral tests using protozoa. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aProtozoa. =650 \0$aChemotaxis. =650 \0$aToxicity tests. =650 \0$aProtozoa, Pathogenic. =650 14$aProtozoa. =650 24$aChemotaxis. =650 24$aToxicity tests. =700 1\$aMills, BA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11393J.htm =LDR 02161nab a2200457 i 4500 =001 JTE11397J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11397J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11397J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.C7 =082 04$a546.76$223 =100 1\$aHeger, JJ.,$eauthor. =245 10$aChromium Conservation in Stainless Steel /$cJJ. Heger. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aA critical review of published literature, and personal contacts with industries and individuals, were made to determine the possibilities for chromium conservation in stainless steels. The information obtained indicates that no low- or non-chromium substitute will be universally satisfactory. However, substitutes are possible in many specific applications, although the substitute probably will differ for each application. Examples are given. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStainless steel. =650 \0$aChromium. =650 \0$aChrome. =650 14$aChromium. =650 24$aStainless steel. =650 24$aLow- or non-chromium materials. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11397J.htm =LDR 03337nab a2200613 i 4500 =001 JTE11394J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11394J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11394J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aYu, MT.,$eauthor. =245 10$aFatigue Crack Growth Threshold and Crack Opening of a Mild Steel /$cMT. Yu, TH. Topper, DL. DuQuesnay, MA. Pompetzki. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe effects of stress ratio, compressive peak stress, and cold rolling on the threshold stress intensity and crack closure level of a mild steel (SAE 1010) were investigated. As the stress ratio and the magnitude of the compressive peak stress were increased, the threshold level decreased linearly. The threshold stress intensity also decreased linearly as the yield strength was increased by cold rolling. Crack opening measurements showed that the measured threshold is composed of two parts: an intrinsic threshold stress intensity range, ?Kin, and an opening stress intensity, ?Kop. The opening stress intensity decreased with increasing magnitude of the compressive peak stress. The intrinsic threshold stress intensity range was not significantly affected by the compressive peak stress. Severe cold rolling decreased the opening stress in the near threshold region to near zero. In a constant amplitude load-controlled test, the ratio of the opening stress intensity to the maximum stress intensity decreased as the maximum stress intensity (crack length) increased, and no crack closure could be observed when the net stress approached the yield strength of the material. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack. =650 \0$aClosure. =650 \0$aThreshold. =650 \0$aCompression. =650 \0$aCold rolling. =650 \0$aStress intensity. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aClosure. =650 24$aCold rolling. =650 24$aCompression. =650 24$aCrack. =650 24$aFatigue. =650 24$aStress intensity. =650 24$aThreshold. =700 1\$aTopper, TH.,$eauthor. =700 1\$aDuQuesnay, DL.,$eauthor. =700 1\$aPompetzki, MA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11394J.htm =LDR 02952nab a2200529 i 4500 =001 JTE11395J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11395J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11395J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aElzey, DM.,$eauthor. =245 12$aA Personal Computer Based Thermal-Mechanical Fatigue Test System /$cDM. Elzey, AT. Henry, AF. Anderson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aA materials testing apparatus is described which employs two closed feedback control loops simultaneously; one loop controls thermal cycling (i.e., specimen temperature cycling), while the other controls mechanical cycling (i.e., strain cycling). Although numerous variations of TMF (thermal-mechanical fatigue) test stations have been reported previously, several unique features justify a description of the current system: (1) thermal and mechanical control cycles are individually controlled using remotely programmable, arbitrary waveform function generators; (2) a personal computer is used to coordinate data acquisition and monitoring of critical test parameters; and (3) a method of real-time separation of temperature induced strain and mechanically induced strain has been incorporated. The system is currently being used to simulate actual operating conditions to which turbine engineering alloys are exposed during start-up and steady-state operation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aThermal fatigue. =650 \0$aFatigue (metals) =650 \0$aLow cycle fatigue. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aThermal-mechanical fatigue. =650 24$aFatigue (metals) =650 24$aThermal fatigue. =650 24$aLow cycle fatigue. =700 1\$aHenry, AT.,$eauthor. =700 1\$aAnderson, AF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11395J.htm =LDR 03019nab a2200541 i 4500 =001 JTE11392J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1986\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11392J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11392J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN871 =082 04$a622/.3382$223 =100 1\$aJones, M.,$eauthor. =245 12$aA Preliminary Examination of the Laboratory Sheen Test /$cM. Jones. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1986. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aA proposed test procedure for detecting "free oil" in discharges of drilling fluids and cuttings from offshore oil and gas wells has been evaluated by the Environmental Protection Agency (EPA) and independently. Several preliminary examinations with small numbers of observers were performed, and later expanded by testing with 26 observers. The procedure, including recent modifications, appears to be relatively sensitive but of questionable usefulness as a monitoring tool. Results are highly variable, depending on the type of drilling mud, presence of interfering compounds, and sample size. Other factors (i.e., vibration, angle and type of light, sample age, and sample preparations) may also cause variable results and will need to be more carefully evaluated. The definition of sheen is expanded in the most recently proposed version of the procedure, causing more samples to fail than with previous definitions. It is suggested that the procedure be further evaluated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSheen. =650 \0$aOil pollution. =650 \0$aDrilling fluids. =650 \0$aOil/gas drilling. =650 \0$aOil well drilling. =650 \0$aTECHNOLOGY & ENGINEERING$xPetroleum. =650 14$aOil pollution. =650 24$aSheen. =650 24$aNational Pollution Discharge Elimination System (NPDES) permits. =650 24$aOil/gas drilling. =650 24$aOuter continental shelf (OCS) =650 24$aBest available technology (BAT) =650 24$aDrilling fluids. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 14, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1986$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11392J.htm =LDR 03359nab a2200661 i 4500 =001 JTE11596J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11596J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11596J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA367 =082 04$a620.28$223 =100 1\$aZurbrick, JR.,$eauthor. =245 10$aDirect Nondestructive Prediction of Engineering Properties /$cJR. Zurbrick. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aQuantitative nondestructive evaluation provides the means for directly predicting engineering properties of materials on individual components. Through proper problem definitions, the working concept of material <-> energy interaction, and multifunctional/multivariable relationships, a complex material system can now be characterized in terms of both bulk and constituent properties as they actually exist in the finished product. In fiber-reinforced composite materials, properties such as in-plane tension/compression elastic modulus, at any polar angle, or in the thickness direction; shear modulus; poisson's ratio; density; volume fractions of fiber, matrix and porosity; and fiber elastic modulus may be pinpointed. In adhesively bonded joints, where failure mode is brittle fracture at or near the interface, bond adhesive strength may be predicted from nondestructive measurements of substrate surface free energy, contact angle, and bondline thickness, when the reference liquid surface free energy, effective strain, and stress-strain integral are known. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTests. =650 \0$aReflection. =650 \0$aPredictions. =650 \0$aWhite light. =650 \0$aNondestructive. =650 \0$aSurface energy. =650 \0$aAdhesive bonding. =650 \0$aBonding strength. =650 \0$aMechanical properties. =650 \0$aModulus of elasticity. =650 \0$aUltrasonic frequencies. =650 \0$aUltrasonics. =650 14$aNondestructive. =650 24$aTests. =650 24$aMechanical properties. =650 24$aPredictions. =650 24$aModulus of elasticity. =650 24$aUltrasonic frequencies. =650 24$aBonding strength. =650 24$aAdhesive bonding. =650 24$aSurface energy. =650 24$aWhite light. =650 24$aReflection. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11596J.htm =LDR 03020nab a2200505 i 4500 =001 JTE11603J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11603J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11603J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.22 =082 04$a620.1/1233$223 =100 1\$aMulvania, LE.,$eauthor. =245 10$aRoom Temperature Creep Behavior of Superplastic Zn-22Al under Bending and Plane Conditions /$cLE. Mulvania. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aMachine covers and other structural components made of superplastic Zn-22Al can easily and economically be formed by techniques commonly used in the polymeric field. This alloy, however, has a tendency to creep under sustained loads at room temperature. The primary objective of this program was to characterize the behavior of superplastic Zn-22Al under stress conditions experienced by fabricated structures so designers can predict the total strain or deflection over the life of a machine. Creep tests were conducted with simple supported beams and with fixed edge plates. Creep behavior under these bending and biaxial stress conditions was studied and related to the more comprehensive uniaxial tensile creep studies with Zn-22Al. It was concluded that the uniaxial tensile data is conservative when those creep rates are used for the maximum principal stresses in simple or plane bending applications. Included in the report are creep curves for bending of beams and plates, stress calculations and the consideration of several plastic flow theories for creep under combined stresses. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aBiaxial stress creep. =650 \0$aSuperplastic Zn-22Al. =650 \0$aUniaxial stress creep. =650 \0$aMaterials$xCreep. =650 \0$aFracture mechanics. =650 14$aSuperplastic Zn-22Al. =650 24$aCreep. =650 24$aBiaxial stress creep. =650 24$aUniaxial stress creep. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11603J.htm =LDR 02397nab a2200493 i 4500 =001 JTE11599J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11599J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11599J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS627.P55 =082 04$a631.4/52$223 =100 1\$aFrydman, S.,$eauthor. =245 14$aThe Membrane Effect in Triaxial Testing of Granular Soils /$cS. Frydman, JG. Zeitlen, I. Alpan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe volume change measurements of granular soils in triaxial testing are generally affected by penetration of the membrane enclosing the soil into the voids between the particles. The major factor influencing this penetration has been shown to be the particle size of the soil being tested. On the basis of the results of previous investigations and the present study, a relationship has been found between the membrane penetration and particle size. This relationship may be used to estimate the membrane effect for any granular soil. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTriaxial test. =650 \0$aSoil mechanics. =650 \0$aGranular materials. =650 \0$aSoil. =650 14$aTriaxial test. =650 24$aSoil mechanics. =650 24$aGranular materials. =700 1\$aZeitlen, JG.,$eauthor. =700 1\$aAlpan, I.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11599J.htm =LDR 03097nab a2200841 i 4500 =001 JTE11600J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11600J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11600J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.T46 =082 04$a721/.0449$223 =245 04$aThe Annealability Testing of Copper. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b88 =520 3\$aThe purpose of this report is to provide an update of the report previously presented by the task group in 1965. Test methods are presented which assess the suitability of copper for application requiring "low annealing" copper. The results of the study should be viewed, not as recommendations, but as notes of caution to be considered when one embarks on the establishment of process control tests for annealability. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCopper. =650 \0$aWirebar. =650 \0$aAnnealing. =650 \0$aSoftening. =650 \0$aElongation. =650 \0$aImpurities. =650 \0$aHot rolling. =650 \0$aMagnet wire. =650 \0$aCold rolling. =650 \0$aConductivity. =650 \0$aMetal bending. =650 \0$aMetallography. =650 \0$aYield strength. =650 \0$aTensile strength. =650 \0$aX ray defraction. =650 \0$aTensile properties. =650 \0$aTemper (metallurgy) =650 \0$aHardening (materials) =650 \0$aTensile architecture. =650 14$aMetallography. =650 24$aTensile properties. =650 24$aAnnealing. =650 24$aSoftening. =650 24$aRods. =650 24$aConductivity. =650 24$aWirebar. =650 24$aCopper. =650 24$aMagnet wire. =650 24$aYield strength. =650 24$aMetal bending. =650 24$aRecrystallization (metallurgy) =650 24$aX ray defraction. =650 24$aHardening (materials) =650 24$aTemper (metallurgy) =650 24$aImpurities. =650 24$aElongation. =650 24$aHot rolling. =650 24$aCold rolling. =650 24$aTensile strength. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11600J.htm =LDR 02944nab a2200637 i 4500 =001 JTE11602J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11602J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11602J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aBui-Quoc, T.,$eauthor. =245 10$aCyclic Stress, Strain, and Energy Variations under Cumulative Damage Tests in Low-Cycle Fatigue /$cT. Bui-Quoc. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aCumulative fatigue damage tests have been carried out on two pressure vessel steels at room temperature with five increasing or decreasing levels of stresses or strains. Variations of stress, strain, and energy are discussed. In the low-cycle region, the behavior of the materials is relatively more stable under strain-controlled than under stress-controlled tests. The total plastic energy at failure is dependent upon the strain range and not upon the strain ratio. A relation is suggested for estimating the plastic energy required for fatigue failure under cumulative damage tests. On a basis of absorbed plastic energy, both materials investigated have the same fatigue resistance at about 10,000 cycles at failure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFailure. =650 \0$aStrains. =650 \0$aStresses. =650 \0$aHystersis. =650 \0$aExtensometers. =650 \0$aFatigue tests. =650 \0$aPressure vessels. =650 \0$aFatigue (materials) =650 \0$aStrain energy methods. =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFatigue (materials) =650 24$aFailure. =650 24$aFatigue tests. =650 24$aStresses. =650 24$aStrains. =650 24$aStrain energy methods. =650 24$aExtensometers. =650 24$aHystersis. =650 24$aPressure vessels. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11602J.htm =LDR 02502nab a2200541 i 4500 =001 JTE11601J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11601J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11601J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aJames, LA.,$eauthor. =245 10$aFatigue-Crack Growth in Type 304 Stainless Steel Weldments at Elevated Temperatures /$cLA. James. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThe propagation of fatigue cracks in gas-tungsten-arc weldments of Type 304 stainless steel was studied at 75 (24) and 1000 F (538 C). It was found that the crack growth rate for cracks propagating normal to the direction of welding decreased as the crack approached the weld, and then increased as the crack grew through the weld and out the other side. It is postulated that this is due to the residual stresses produced during the welding process, and that metallurgical variations in the weldment play a minor role. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWeldments. =650 \0$aFatigue tests. =650 \0$aStainless steel. =650 \0$aCrack propagation. =650 \0$aFatigue (materials) =650 \0$aFatigue. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFatigue (materials) =650 24$aCrack propagation. =650 24$aStainless steel. =650 24$aWeldments. =650 24$aFatigue tests. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11601J.htm =LDR 02664nab a2200661 i 4500 =001 JTE11595J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11595J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11595J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aHardrath, HF.,$eauthor. =245 10$aStructural Integrity in Aircraft /$cHF. Hardrath. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe paper reviews briefly the current design philosophies for achieving long, efficient, and reliable service in aircraft structures. The strengths and weaknesses of these design philosophies and their demonstrated records of success are discussed. The state of the art has not been developed to the point where designing can be done without major test inspection and maintenance programs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDesign. =650 \0$aMetals. =650 \0$aFatigue. =650 \0$aFracture. =650 \0$aLife prediction. =650 \0$aDamage tolerance. =650 \0$aMaterial selection. =650 \0$aAircraft structures. =650 \0$aStructural integrity. =650 \0$aMechanical properties. =650 \0$aNondestructive inspection. =650 \0$aFracture mechanics. =650 14$aFatigue. =650 24$aFracture. =650 24$aStructural integrity. =650 24$aMetals. =650 24$aNondestructive inspection. =650 24$aDesign. =650 24$aLife prediction. =650 24$aDamage tolerance. =650 24$aMechanical properties. =650 24$aMaterial selection. =650 24$aAircraft structures. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11595J.htm =LDR 02519nab a2200625 i 4500 =001 JTE11604J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11604J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11604J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA435 =082 04$a620.1/35$223 =100 1\$aAuskern, A.,$eauthor. =245 10$aCapillary Porosity in Hardened Cement Paste /$cA. Auskern, W. Horn. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe porosity and pore size distributions of cement pastes of water/cement ratios of 0.35 and 0.55 were measured by high pressure (50,000 psi) mercury porosimetry. Measurements were made on pastes hydrated from 8 hours to 90 days. The variation of mercury porosity with maturity was found to correlate well with generally held concepts of the hydration of cement paste. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPolymers. =650 \0$aHydration. =650 \0$aCapillarity. =650 \0$aMeasurement. =650 \0$aPorosimeters. =650 \0$aHydraulic cements. =650 \0$aCements(adhesives) =650 \0$aWater of hydration. =650 \0$aCement$xTesting. =650 \0$aPorosity. =650 14$aPorosity. =650 24$aCapillarity. =650 24$aCements(adhesives) =650 24$aHydraulic cements. =650 24$aPorosimeters. =650 24$aMeasurement. =650 24$aHydration. =650 24$aWater of hydration. =650 24$aPolymers. =700 1\$aHorn, W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11604J.htm =LDR 02530nab a2200577 i 4500 =001 JTE11597J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11597J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11597J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a620.1/3623$223 =100 1\$aKass, JL.,$eauthor. =245 10$aPrecision of Early Shrinkage Measurements /$cJL. Kass, D. Campbell-Allen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA method has been developed for the determination of early shrinkage measurements of higher accuracy than previously attained. Its basis has been a consideration of thermal effects previously disregarded. Experiments have been devised in which movements due to thermal effects and drying shrinkage can be analyzed separately. Thus early drying shrinkage values can be determined without thermal shrinkage interference. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConcretes. =650 \0$aWind tunnels. =650 \0$aDrying shrinkage. =650 \0$aMortars (material) =650 \0$aWater cement ratio. =650 \0$aConcrete$xDrying. =650 \0$aConcrete$xExpansion and contraction. =650 \0$aPortland cement concrete. =650 \0$aShrinkage. =650 14$aMortars (material) =650 24$aConcretes. =650 24$aDrying shrinkage. =650 24$aWater cement ratio. =650 24$aThermal measuring instruments. =650 24$aWind tunnels. =700 1\$aCampbell-Allen, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11597J.htm =LDR 03577nab a2200613 i 4500 =001 JTE11598J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1973\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11598J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11598J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA435 =082 04$a620.135$223 =100 1\$aZoldners, NG.,$eauthor. =245 10$aSome Factors Affecting Cement Mortar Strength Results Using ASTM Standard Test Methods C 348 and C 349 /$cNG. Zoldners, GG. Carette. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe purpose of this study was to determine the effect of certain factors on test results when using ASTM Methods C 348 and C 349. For this purpose, four series of 3 mortar mixes each were made, and companion test specimens were molded using both hand tamping and vibrating methods. The results showed that, (1) Compaction of mortar test prisms by hand tamping produced densities which increased from the center towards both ends of the prism by an average of 2.1 percent; whereas this increase for prisms which were compacted by vibration averaged only 0.3 percent: (2) Compressive strengths by modified cube tests at the end locations averaged 5.6 percent higher than those at the middle of broken halves of the prisms compacted by hand tamping, but there was only 0.7 percent difference in strengths for the prisms compacted by vibration (Series IV): (3) The density of prisms compacted by vibration was, on the average, 3 percent less than that of tamped prisms. However, their flexural strength, on the average, was 8.5 percent higher than that of prisms compacted by tamping. (4) In comparison with standard 2-in. (50 mm) cube strengths, the compressive strengths of modified cube tests at the middle of broken halves and at the end of the prism averaged 96.0 and 101.7 percent, respectively, for tamped or 96.2 and 96.8 percent, respectively, for vibrated test specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCements. =650 \0$aTamping. =650 \0$aVibration. =650 \0$aCompression tests. =650 \0$aFlexural strength. =650 \0$aMortars (material) =650 \0$aCompressive strength. =650 \0$aCement kilns. =650 \0$aCement$xTesting. =650 \0$aCompacting. =650 14$aCompacting. =650 24$aVibration. =650 24$aCompressive strength. =650 24$aCompression tests. =650 24$aTamping. =650 24$aFlexural strength. =650 24$aCements. =650 24$aMortars (material) =700 1\$aCarette, GG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 1, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1973$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11598J.htm =LDR 03318nab a2200493 i 4500 =001 JTE20130244 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130244$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130244$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK2551 =082 04$a621.31$223 =100 1\$aBalasubramaniam, P. M.,$eauthor. =245 12$aA Certain Investigation on Harmonic Reduction and Design of Fuzzy Gain Scheduler for Shunt Compensation for Power Quality Enhancement /$cP. M. Balasubramaniam, S. U. Prabha. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aThis article describes a Synchronous reference frame based current control scheme for three phase shunt active power filters (SAPFs) to reduce or to remove harmonics, correct power factor, and balance asymmetrical load is analyzed. This active power filter (APFs) is used to compensate harmonic currents and reactive power generated from the nonlinear loads. In this article, to determine reference compensation currents under balanced source voltages, the voltage source inverter for harmonic filtering of a three phase shunt active filter is used. In this proposed method, a fuzzy gain scheduling controller is used and the response of the DC link voltage is compared with PI controller during transient and steady state. The main objective of this article is to analyze shunt active filters with fuzzy gain scheduling controllers and PI controllers. To carry out this analysis, active and reactive current methods (Id-Iq) are considered. Extensive simulations were carried out. The simulations were performed under balance sinusoidal conditions. The results validate the dynamic behavior of a fuzzy gain scheduling controller over PI controllers. The simulation of the proposed system is evaluated using MATLAB Simulink and the results show that the proposed method is more effective than the existing methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPI controller. =650 \0$aFuzzy PI controller. =650 \0$aShuntactivepowerfilter. =650 \0$aElectricpowerfactor. =650 14$aShunt active power filter. =650 24$aPI controller. =650 24$aFuzzy PI controller. =650 24$aSynchronous reference theory. =700 1\$aPrabha, S. U.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130244.htm =LDR 03523nab a2200601 i 4500 =001 JTE20140164 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140164$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140164$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE200 =082 04$a625.8/4$223 =100 1\$aLee, Chang Hoon,$eauthor. =245 14$aThe Effects of Sieving and Paste Content on the Setting Behavior of Mortars as Measured by ASTM C403 /$cChang Hoon Lee, Kenneth Clark Hover, Anna Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aSetting of concrete is measured by ASTM C403 via penetration resistance of mortar extracted from concrete by removing coarse aggregates larger than the 4.75 mm (#4) sieve. However, C403 is sometimes performed on mortar prepared to represent the mortar fraction of the concrete in question; thus avoiding the time-and-labor intensive sieving operation. As noted in STM C403, "... it has been shown that the initial and final setting times may be increased when using the prepared mortar." The authors previously reported this difference quantitatively, having observed or discovered in the literature prepared mortars with an initial setting time up to 8 %-14 % greater than that of sieved mortar, and final setting time 5 %-16 % greater than that of sieved mortar. These differences are 1 to 3 times greater than the single operator precision for acceptable range of test results, and are thus significant in the context of C403. The authors propose that this difference is associated with the reduction in paste content in the mortar that accompanies the sieving operation, having observed a 3 to 8 % paste volume reduction in sieved mortar. The authors suggest a general correlation between changes in setting time as a function of changes in paste content. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSetting time. =650 \0$aPaste content. =650 \0$aMortar testing. =650 \0$aPenetration test. =650 \0$aAggregate grading. =650 \0$aPaste layer thickness. =650 \0$aCold weather construction. =650 \0$aCracking. =650 \0$aPortland cement concrete. =650 \0$aSetting (Concrete) =650 14$aSetting time. =650 24$aAggregate grading. =650 24$aMortar testing. =650 24$aPaste content. =650 24$aPaste layer thickness. =650 24$aPenetration test. =700 1\$aHover, Kenneth Clark,$eauthor. =700 1\$aLee, Anna,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140164.htm =LDR 04042nab a2200637 i 4500 =001 JTE20140187 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140187$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140187$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTTE5220 =082 04$a620.0044$223 =100 1\$aWang, Chun-Lai,$eauthor. =245 10$aCharacteristic Point of the Relatively Quiet Period for Limestone Failure Under Uniaxial Compression /$cChun-Lai Wang, Hui Lu, Fu-Li Wang, Jian-Ping Zuo, Ze-Yang An, Tian-Cai Bao, Lu. Liu, Zhi-Jiang Lu, Wei-Qiang Li, Ming Luo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aIn view of the precursory characteristic point of limestone failure under uniaxial compression, the underlying mechanisms are not sufficiently clear. Experimental studies examining the acoustic emission (AE) characteristics of the complete limestone failure process have been carried out under uniaxial compression. The experimental results, including accumulative AE counts, the curve of stress and strain, AE rate and stress-time, AE energy rate and stress-time, AE amplitude-time, and AE frequency- time were obtained in detail. The experimental results clearly indicate that AE activities of the samples were generated during the entire process of uniaxial compression. However, the abnormal AE activities appeared in the late stage of the unstable crack propagation phase. These parameters, such as the AE rate, AE energy rate, AE amplitudes, and AE frequencies, were observed to decrease sharply after a relatively quiet period. However, the accumulative AE counts remained at nearly constant values. Stress passed through the quiet period quickly before the peak stress, where the AE activities were enhanced. The AE rate increased suddenly and AE energy rate rose rapidly when the stress reached the peak stress of the samples. As a consequence, the relatively quiet period could be used as the precursory information of rock failure, and the starting point of a relatively quiet period could be predicted as a precursory characteristic point of rock failure. The start point of the relatively quiet period was approximately located in the range of 88 to 98 % of the peak stress. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRock failure. =650 \0$aAcoustic emission. =650 \0$aUniaxial compression. =650 \0$aRelatively quiet period. =650 \0$aCohesion. =650 \0$aCompression. =650 \0$aCrushedlimestone. =650 \0$aDensity. =650 14$aUniaxial compression. =650 24$aRock failure. =650 24$aAcoustic emission. =650 24$aRelatively quiet period. =700 1\$aLu, Hui,$eauthor. =700 1\$aWang, Fu-Li,$eauthor. =700 1\$aZuo, Jian-Ping,$eauthor. =700 1\$aAn, Ze-Yang,$eauthor. =700 1\$aBao, Tian-Cai,$eauthor. =700 1\$aLiu, Lu.,$eauthor. =700 1\$aLu, Zhi-Jiang,$eauthor. =700 1\$aLi, Wei-Qiang,$eauthor. =700 1\$aLuo, Ming,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140187.htm =LDR 03201nab a2200637 i 4500 =001 JTE20130284 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130284$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130284$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT55.47.O42 =082 04$a620.0044$223 =100 1\$aMurugananth, G.,$eauthor. =245 10$aExperimental Validation of Fuzzy-Tuned AWPI Controller-Based Chopper Driven PMDC Motor /$cG. Murugananth, K. Samidurai, S. Muthukrishnan, S. Vijayan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b46 =520 3\$aChopper driven Permanent magnet DC (PMDC) motors are used to drill bone and fix the screws in orthopaedic surgeries. The drive of the motor employs a traditional or modern controller that has an inner current control loop and an outer speed control loop. As an alternative to traditional proportional integral (PI) controller-based chopper drives, this paper proposes a fuzzy-tuned anti-windup PI (AWPI) controller-based chopper for the speed control of PMDC motors used in orthopaedic surgeries. The proposed scheme was simulated using Matlab/Simulink and physically realized for validation. It is ascertained from the performance analysis that the proposed fuzzy-tuned AWPI based scheme exhibits better steady-state and transient-state responses when compared with traditional PI and AWPI controllers. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aChopper. =650 \0$aPMDC motor. =650 \0$aOsteosynthesis. =650 \0$aPeak overshoot. =650 \0$aFuzzy tuned AWPI. =650 \0$aSteady state error. =650 \0$aOrthopaedic surgery. =650 \0$aPIC microcontroller. =650 \0$aQuality function deployment$xFuzzy logic. =650 \0$aFuzzy logic$xQuality function deployment. =650 14$aChopper. =650 24$aFuzzy tuned AWPI. =650 24$aOrthopaedic surgery. =650 24$aOsteosynthesis. =650 24$aPeak overshoot. =650 24$aPIC microcontroller. =650 24$aPMDC motor. =650 24$aSteady state error. =700 1\$aSamidurai, K.,$eauthor. =700 1\$aMuthukrishnan, S.,$eauthor. =700 1\$aVijayan, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130284.htm =LDR 03034nab a2200517 i 4500 =001 JTE20140101 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140101$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140101$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA350 =082 04$a620.1/03$223 =100 1\$aYeh, Ching-Chiang,$eauthor. =245 10$aHybrid Model for Evaluating Services in New Service Development /$cChing-Chiang Yeh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b39 =520 3\$aThe successful introduction and acceleration of new service development is important for obtaining a competitive advantage in many countries. However, selecting the right service to be adopted and developed is a challenging task. The aim of this study is to build a service evaluation model to evaluate various nationally available services for new service development based on a hybrid model. First, the interpretive structural modeling method is used to deal with the interrelationships among various criteria and sub-criteria. Then, the analytic network process method is employed to evaluate the weights and find the most appropriate service for development. To demonstrate the validity of the proposed method, Taiwan's service industry is used as an illustrative case. The results show that the model can be applied to decision making regarding the evaluation and selection of an available service for new service development (NSD), which may be helpful for service policy decision makers. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aService evaluation. =650 \0$aNew service development. =650 \0$aAnalytic network process. =650 \0$aStructural frames$xOutlines, syllabi, etc$xComputer network resources. =650 \0$aMechanics, Applied. =650 \0$aStatics. =650 \0$aStructuralframes. =650 14$aNew service development. =650 24$aService evaluation. =650 24$aInterpretive structural modeling. =650 24$aAnalytic network process. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140101.htm =LDR 02898nab a2200541 i 4500 =001 JTE20140008 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140008$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140008$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1185 =082 04$a621.902$223 =100 1\$aYen, Tseng-Chang,$eauthor. =245 10$aOptimal Control of the Machine Repair Problem with Removable Repairman Subject to Working Breakdowns /$cTseng-Chang Yen, Haitao Wu, Kuo-Hsiung Wang, Wen-Kuang Chou. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThis paper deals with a single removable repairman in the machine repair problem with warm standbys and working breakdowns. We assume that the repairman can be subject to working breakdowns only when there is at least one failed machine in the system. Applying the matrix-analytic method, we develop the steady-state probabilities of the number of failed machines in the system as well as several system-performance measures. We construct a cost model to compute the optimal threshold N, and the joint optimal values for the fast and slow service rates simultaneously by a two-stage optimization method whose effectiveness is proved by numerical results. Moreover, we also analyze the sensitivity with numerical illustrations based on different system parameter values. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWarm standbys. =650 \0$aWorking breakdown. =650 \0$aMachine-shop practice$xRepairing. =650 \0$aMachine-tools. =650 \0$aSensitivity analysis. =650 14$aCost. =650 24$aSensitivity analysis. =650 24$aTwo-stage optimization method. =650 24$aWarm standbys. =650 24$aWorking breakdown. =700 1\$aWu, Haitao,$eauthor. =700 1\$aWang, Kuo-Hsiung,$eauthor. =700 1\$aChou, Wen-Kuang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140008.htm =LDR 03009nab a2200541 i 4500 =001 JTE20130345 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130345$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130345$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE461 =082 04$a552/.2$223 =100 1\$aEren, Özgür,$eauthor. =245 10$aExperimental Study on Engineering and Thermal Properties of Mortar and Plaster Produced With Pumice Aggregate /$cÖzgür Eren, Khaled Marar, Osman Ilter, Tahir ßelik. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aNow, it is widely accepted by civil engineers and architects that walls and masonry building units, which are made of pumice, can insulate buildings against both heat and sound, and also reduce the dead load of the building compared to traditional buildings. In this study, pumice was used as a fine aggregate in mortar and plaster instead of traditional crushed limestone sand. This study shows that the properties of pumice mortars indicate lower values compared to limestone mortars for workability durations, time of settings, and fresh and hardened unit weights. Other properties of pumice mortars indicate higher values compared to limestone mortars, such as water absorption, coefficient of capillary water absorption, drying shrinkage, flexural strength, and compressive strength. Also, wall systems made with pumice mortar and plaster show significant benefits in terms of thermal conductivity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDrying shrinkage. =650 \0$aFlexural strength. =650 \0$aCompressive strength. =650 \0$aThermal conductivity. =650 \0$aPumice. =650 14$aPumice. =650 24$aCompressive strength. =650 24$aDrying shrinkage. =650 24$aFlexural strength. =650 24$aThermal conductivity. =700 1\$aMarar, Khaled,$eauthor. =700 1\$aIlter, Osman,$eauthor. =700 1\$aßelik, Tahir,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130345.htm =LDR 03316nab a2200541 i 4500 =001 JTE20140027 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140027$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140027$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT50 =082 04$a620.0044$223 =100 1\$aFreese, Kevin,$eauthor. =245 10$aAssessment of Process Variables that Can Impact Results of Soluble Sulfate Evaluated by the Tex-145E Method /$cKevin Freese, Ala Abbas, John Senko, Teresa J. Cutright. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b35 =520 3\$aSulfate-induced heave has become an expensive problem in many states when expansive soils containing high levels of sulfate are stabilized with calcium based stabilizers such as lime or cement. Colorimetric assessment of soluble sulfate concentrations (SSC) is the most accepted indicator to predict the degree of risk associated with using chemical stabilization to treat expansive soils. Questions surrounding the effects of sulfate source, water to soil ratio, contact time, and separation methods were investigated. Samples of a soil from northeastern Ohio were spiked with ferrous sulfate heptahydrate (FeSO4.7H2O) to yield 300 and 3000mg sulfate/kg soil and with gypsum (CaSO4.2H2O) to yield 300, 3000, 6000, and 12 000mg sulfate/kg soil. Subsamples of the spiked soil were then mixed with water at a 1:20 ratio of soil:water, shaken, and allowed to rest from 12 to 24h. A sample of the soil solution from each mixture was obtained by four different methods and analyzed for sulfate by colorimetric method. There was no significant difference for the contact time used; however, a 24h contact time is recommended. Results of colorimetric testing indicated use of partial and full filtration provided the most accurate SSC readings. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHeave. =650 \0$aColorimetry. =650 \0$aExpansive soils. =650 \0$aSoluble sulfate. =650 \0$aMaterials Testing. =650 \0$aLCSH: Materials Testing. =650 14$aSoluble sulfate. =650 24$aHeave. =650 24$aColorimetry. =650 24$aExpansive soils. =700 1\$aAbbas, Ala,$eauthor. =700 1\$aSenko, John,$eauthor. =700 1\$aCutright, Teresa J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140027.htm =LDR 03161nab a2200517 i 4500 =001 JTE20140272 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140272$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140272$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA775 =082 04$a624.1/6$223 =100 1\$aDave, Trudeep N.,$eauthor. =245 10$aPerformance of a Diaphragm-Type Boundary Pressure Transducer Under Cyclic Loading /$cTrudeep N. Dave, Satyanarayana Murty Dasaka. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aInvestigation of soil-structure interaction involves understanding of the complicated rheology and functioning of the pressure sensing devices. As earth pressure cell (EPC) output is used to interpret the stress in the soil at the point of installation of cell, experiments involving careful calibration of the pressure cells are very crucial. In view of the importance of in-soil calibration, the present study is focused on developing a relationship between the applied stress and the measured output, when the soil is subjected to cyclic loading. The effect of soil type and its thickness on pressure cell output under cyclic loading is studied using two types of soils: sand and kaolin, and soil layer thickness in the range of 0.25 DEPC to 2.5 DEPC, where DEPC is the diameter of the EPC. In-soil calibration under the application of cyclic loading demonstrated substantial hysteresis and reduction in the EPC sensitivity. Increase in residual stresses is observed to increase with soil thickness after the first cycle. It is also observed that the critical thickness for a given EPC is not a unique value, but varies with soil type. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSoil type. =650 \0$aSoil thickness. =650 \0$aSlurry trench construction. =650 \0$aDiaphragm walls. =650 \0$aDiaphragms (Structural engineering) =650 \0$aCyclic Loading. =650 14$aBoundary earth pressure cell. =650 24$aCyclic loading. =650 24$aSoil thickness. =650 24$aSoil type. =700 1\$aDasaka, Satyanarayana Murty,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140272.htm =LDR 02860nab a2200553 i 4500 =001 JTE20140403 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140403$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140403$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS173 =082 04$a620.00452$223 =100 1\$aWang, Min-Long,$eauthor. =245 10$aReliability Analysis and Evaluation of Key Parts for Automobiles on the Basis of Dimensional Changes During High-Speed Operation /$cMin-Long Wang, Xin-Tian Liu, Yan-Song Wang, Jiao Luo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b41 =520 3\$aThe dimensional changes of automobile parts during high-speed operation are essential to product reliability. To analyze the influences, a censored experiment was proposed in the paper. To conduct the analysis, the experiment was conducted on a clutch hub. First of all, the high-speed test of the hub was conducted and the deformation data was obtained. Then the censored number was calculated based on sample size and costs. Finally, the working speed and dimension range were calculated under reliability design requirements at a cost-effective basis. The proposed method could also be applied to other similar products for the reliability improvement and design. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aKey parts. =650 \0$aCensored number. =650 \0$aReliability evaluation. =650 \0$aReliability (Engineering) =650 \0$aMechanical engineering. =650 \0$aAutomobiles$xDesign and construction. =650 \0$aEngineering. =650 14$aReliability evaluation. =650 24$aCensored number. =650 24$aProbability and statistics. =650 24$aKey parts. =700 1\$aLiu, Xin-Tian,$eauthor. =700 1\$aWang, Yan-Song,$eauthor. =700 1\$aLuo, Jiao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140403.htm =LDR 03019nab a2200505 i 4500 =001 JTE20140103 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140103$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140103$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT50 =082 04$a507/.2$223 =100 1\$aLiao, Mou-Yuan,$eauthor. =245 10$aAssessing True TFT-LCD Process Quality in the Presence of Unavoidable Measurement Errors /$cMou-Yuan Liao, Chien-Wei Wu, Chien-Hua Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThe rapid growth of the thin-film-transistor-liquid crystal-display (TFT-LCD) market has led to a highly competitive environment for TFT-LCD suppliers. Therefore, it is very important for TFT-LCD suppliers to seek high-quality technology. In this paper, we adopt the index Cpp to measure the critical quality of TFT-LCD products. However, the existent method for assessing true Cpp value assumes zero gauge measurement errors. This assumption does not reflect reality, despite the use of modern and highly sophisticated measuring instruments. Because measurement errors may result in unreliable decisions, this study proposes the concept of generalized pivotal quantities (GPQs) to construct generalized confidence intervals (GCIs) for Cpp, with consideration for measurement errors. Simulations show that the proposed method is effective for large measurement errors. Therefore, this method is reliable for a manufacturer to assess a TFT-LCD supplier's process quality. This method is also applicable to other industries. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMeasurement errors. =650 \0$aEmpirical confidence. =650 \0$aError analysis (Mathematics) =650 \0$aMeasurement. =650 \0$aProbabilities. =650 14$aGeneralized confidence intervals. =650 24$aMeasurement errors. =650 24$aEmpirical confidence. =700 1\$aWu, Chien-Wei,$eauthor. =700 1\$aLin, Chien-Hua,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140103.htm =LDR 03295nab a2200565 i 4500 =001 JTE20140303 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140303$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140303$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQP88.2 =082 04$a617.4/71$223 =100 1\$aSeidt, Jeremy D.,$eauthor. =245 10$aInfluence of Fabrication Method on Tensile Response of Split Hopkinson Bar-Sized Specimens /$cJeremy D. Seidt, J. Michael Pereira, Amos Gilat. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThe influence of the specimen fabrication method on results of tension experiments on miniature ductile metal samples was investigated. 2024-T351 aluminum specimens were fabricated using traditional machining methods (milling) to two surface roughness specifications and using electrical discharge machining (EDM). The recast layer was left on the EDM specimens. The surface roughness of all samples was documented. The influence of edge-breaking the samples (rounding the sharp edges) was also investigated. Tests were conducted at two nominal strain rates: 1.0 s-1 using a servohydraulic load frame and 1000 s-1 using a tension split Hopkinson bar (SHB) apparatus. Results showed that the fabrication method influenced both the ultimate tensile stress and the elongation at failure. For milled specimens, the ultimate tensile stress and elongation decreased with increasing surface roughness. EDM specimens had slightly lower ultimate stresses but ductility in line with finely milled samples. Ultimate stresses of milled specimens with broken edges were lower than those with unbroken edges. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFailure strain. =650 \0$aSurface roughness. =650 \0$aDynamic tensile testing. =650 \0$aUltimate tensile stress. =650 \0$aMaterials Testing$xmethods. =650 \0$aProstheses and Implants. =650 \0$aStress, Mechanical. =650 \0$aSurface Properties. =650 \0$aTensile Strength. =650 14$aDynamic tensile testing. =650 24$aSurface roughness. =650 24$aFailure strain. =650 24$aUltimate tensile stress. =700 1\$aMichael Pereira, J.,$eauthor. =700 1\$aGilat, Amos,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140303.htm =LDR 03051nab a2200529 i 4500 =001 JTE20140202 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140202$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140202$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC20.7.F56 =082 04$a620.1/1230151825$223 =100 1\$aKang, Xin,$eauthor. =245 10$aRadial Strain Behaviors and Stress State Interpretation of Soil Under Direct Simple Shear /$cXin Kang, Yao Cheng, Louis Ge. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b41 =520 3\$aRadial strain behaviors and stress state interpretation methods of silica sand consolidated at different K0 values under modified direct simple shear were investigated in this research. Consolidated drained triaxial compression test, direct shear box test, and wire reinforced direct simple shear tests were conducted and the test results were compared and linked with the modified direct simple shear tests. Based on the observed testing data, simple shear specimens with constant lateral stress exhibited relative small radial strain during shear, especially under small shear strains. After the peak shear resistance has mobilized, radial strain increased rigorously until the specimen failed. Confining pressure and K0 values were found to have great deal of influence on the simple shear radial change. Two different methods were adopted to interpret the stress conditions within the simple shear specimen and the "pure shear" method was found more appropriate in interpreting the stress state in the modified direct simple shear test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPure shear. =650 \0$aDirect simple shear. =650 \0$aRadial strain behavior. =650 \0$aStress-strain curves. =650 \0$aStrain Behaviors. =650 \0$aShear. =650 14$aDirect simple shear. =650 24$aRadial strain behavior. =650 24$aPure shear. =650 24$aK0. =700 1\$aCheng, Yao,$eauthor. =700 1\$aGe, Louis,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140202.htm =LDR 03286nab a2200517 i 4500 =001 JTE20140120 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140120$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140120$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aP95.45 =082 04$a302.346$223 =100 1\$aWang, Cheng-Hua,$eauthor. =245 13$aAn Importance-Performance Analysis of Human Factors for Patient Safety Management Strategy /$cCheng-Hua Wang, Yuan-Duen Lee, Hui-Lin Chou. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b40 =520 3\$aThis study was undertaken to identify factors affecting perception of the importance and practice of patient safety management strategies among hospital employees in Taiwan. Importance-performance analysis enables management to evaluate and identify the major strengths and weaknesses of a hospital's key success factors. This work attempts to show the usefulness of an importance-performance analysis grid in evaluating hospital patient safety from employee perspectives in Taiwan. The authors identified a list of 19 items from patient safety literature reviews, and each item was rated using a 5-point Likert scale. Responses were obtained from 236 usable questionnaires. The importance-performance grid showed that nine items fell into the "Keep up the good work" quadrant, two items fell into the "Concentrate here" quadrant, six items fell into the "Low priority" quadrant, and two items fell into the "Possible overkill" quadrant. The findings suggest that the vision of the supervisor is necessary in order to better match organizational characteristics and enhance medical quality. The results are useful in identifying areas for strategic focus to help hospital managers develop patient safety strategies. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHuman factors. =650 \0$aMedical quality. =650 \0$aSystemPerformanceand Evaluation. =650 \0$aUser Interfaces andHumanComputer Interaction. =650 \0$aConversationanalysis. =650 14$aPatient safety management. =650 24$aHuman factors. =650 24$aImportance-performance analysis. =650 24$aMedical quality. =700 1\$aLee, Yuan-Duen,$eauthor. =700 1\$aChou, Hui-Lin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140120.htm =LDR 03770nab a2200541 i 4500 =001 JTE20130283 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130283$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130283$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR857.M3 =082 04$a610/.28$223 =100 1\$aKeen, Jeffrey,$eauthor. =245 10$aFailure Mode of Pedicle Screw Fixation Depends Upon the Presence, Absence, and Position of Interbody Spacers. A Pilot Study /$cJeffrey Keen, Christopher Lissy, John S. Kirkpatrick. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aTranspedicular screw fixation permits segmental stabilization to supplement anterior, transforamenal, posterior lumbar interbody, or postero-lateral fusion techniques. This study was designed to evaluate the use of ASTM F1717-14 in determining the failure mode of pedicle screw constructs using these four different fusion constructs. Single level pedicle screw constructs were assembled and tested for axial stiffness and possible failure mode. The constructs included interbody spacers placed anteriorly, unilaterally, posteriorly, and with no spacer. The anterior specimens failed at supraphysiologic loads with rods bending in the sagittal plane. The unilateral specimens failed in physiologic range of loads with expulsion of the spacers and deformation of the constructs in the coronal plane. The posterior specimens failed at supraphysiologic loads and relatively large cycle numbers with screw fatigue fractures and subsequent set screw disengagement. The specimens with no spacers failed at physiologic loads with abutting of the anterior aspect of the test blocks. Failure of lumbar fusion constructs in this laboratory model occur in different modes depending on the fusion construct. In general, when the spacer is placed in line with the load axis, the pedicle instrumentation is "protected" from failure. When the spacer is off the load axis or no spacer is used, the pedicle screw system is subject to potential failure within physiologic loads. Considering the different modes of failure depending on placement of the interbody device, no single testing model is applicable to all clinically used constructs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFailure. =650 \0$aLumbar spine. =650 \0$aInterbody fusion. =650 \0$aBiocompatible Materials. =650 \0$aBiomechanical Phenomena. =650 \0$aMaterials Testing. =650 14$aPedicle screw instrumentation. =650 24$aInterbody fusion. =650 24$aFailure. =650 24$aLumbar spine. =650 24$aBiomechanical testing ASTM F1717. =700 1\$aLissy, Christopher,$eauthor. =700 1\$aKirkpatrick, John S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130283.htm =LDR 04014nab a2200553 i 4500 =001 JTE20140249 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140249$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140249$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.42 =082 04$a620.1/126$223 =100 1\$aMohan, Ranganathan,$eauthor. =245 10$aEffect of Hardness and Surface Roughness on Slip Resistance of Rubber /$cRanganathan Mohan, Bhabendra Nath Das, Raja Sundaresan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aSlip resistance is now considered a primary property for footwear. Continuous attempts are being made to design the footwear with suitable materials to provide sufficient grip under the foot at workplaces, on pedestrian pathways, and in the home to reduce slip, trip, and fall accidents. In footwear, the type of sole used, along with the bottom profile, made with the correct design of cleats and drain channel, is greatly influencing slip resistance. In this study, the influence of shore hardness and surface roughness of rubber soling material on slip resistance under dry, wet, detergent, and oil-floor conditions were made at five different slip speeds. The instrument used for this entire study was dynamic slip-resistance test equipment (SATRA Model, STM 603). The overall friction coefficient is caused by the boundary lubrication effect, as the dilute fluids do not have a significant effect on hysteresis, but do affect the adhesion component. This trend of coefficient of friction (COF) is observed in all flooring conditions. Increasing the sliding speed decreases the COF for all four flooring conditions. In the dry flooring condition, the COF is ~1.0 for sole hardness between 65 and 75, and the COF is about 0.50 for shore hardness above 85. Rubber soles with a surface roughness of 221.19 root mean square (rms) (nm) registers a COF of 1.0, whereas soles having a surface roughness of 37.37 rms (nm) registers a COF of ~0.50. For rubber sole material with less hardness, reduction of the COF for dry and wet condition is ~7 %, for detergent contaminants, the reduction is about 30 %, and, for the oil-floor condition, the reduction is 88 %. There is a marked reduction in COF when tested with different sliding speeds; the difference for dry and wet tests is ~7 %-8 % when increasing the speed from 0.1 m/s to 0.5 m/s. But this difference is found to be 10 % for detergent solution and 28 % for oil. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHardness. =650 \0$aRubber sole. =650 \0$aSlip resistance. =650 \0$aSurface roughness. =650 \0$aHardness$xTesting. =650 \0$aRubber. =650 \0$aSlip Resistance of Rubber. =650 14$aSlip resistance. =650 24$aCoefficient of friction. =650 24$aRubber sole. =650 24$aHardness. =650 24$aSurface roughness. =700 1\$aDas, Bhabendra Nath,$eauthor. =700 1\$aSundaresan, Raja,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140249.htm =LDR 04082nab a2200589 i 4500 =001 JTE20140024 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140024$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140024$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aFrigio, F.,$eauthor. =245 10$aLaboratory Study to Evaluate the Influence of Reclaimed Asphalt Content on Performance of Recycled Porous Asphalt /$cF. Frigio, E. Pasquini, F. Canestrari. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b46 =520 3\$aRoad-pavement maintenance and rehabilitation are more frequently performed on porous asphalt (PA) surface layers because of their inherent low durability. Such activities lead to the production of a considerable amount of reclaimed asphalt (RA), mainly from PA layers and from the heavy use of virgin non-renewable natural resources, because of the fact that the use of RA is not usually allowed in PA. In this sense, the use of milled materials from old PA wearing courses in new PA layers promotes an important cycle of re-use that should be encouraged. The experimental study aims to investigate the performance of recycled PA mixtures prepared by partly substituting virgin aggregates with selected coarse RA from a milled PA wearing course. A reference PA mixture (without RA) and six recycled PA mixtures prepared with two amounts of RA (20 % and 25 %) and three total binder contents (5.25 %, 5.50 %, and 5.75 %) were investigated in terms of compactability, durability, and water resistance. In this sense, indirect tensile strength (ITS) tests, particle loss (Cantabro) tests, semicircular bending (SCB) tests, and repeated indirect tensile tests were carried out in both dry and wet conditions. Moreover, compactability properties of the reference PA mixture and the recycled PA mixtures were compared. Results showed that recycled PA mixtures with 20 % and 25 % of RA can perform as well as the reference PA mixture in terms of moisture resistance and durability if an accurate mix design is performed. The optimum total binder content was found to increase as the amount of RA increases, because of the fact that a prominent part of the aged binder acts as "black aggregate." Finally, on the basis of a performance-based equivalence principle, a reliable approach for a practical method able to predict the amount of "re-activated" binder within the RA is proposed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDurability. =650 \0$aWater damage. =650 \0$aHot recycling. =650 \0$aCompactability. =650 \0$aPorous asphalt. =650 \0$aWorking binder. =650 \0$aFracture resistance. =650 \0$aPavements, Asphalt concrete. =650 14$aHot recycling. =650 24$aPorous asphalt. =650 24$aDurability. =650 24$aFracture resistance. =650 24$aWater damage. =650 24$aCompactability. =650 24$aWorking binder. =700 1\$aPasquini, E.,$eauthor. =700 1\$aCanestrari, F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140024.htm =LDR 03013nab a2200541 i 4500 =001 JTE20140149 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140149$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140149$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS227.2 =082 04$a671.5/2$223 =100 1\$aWang, Chia-Nan,$eauthor. =245 10$aApply TRIZ to Improve the Molten Zinc Corrosion Tester in Steel Manufacturing /$cChia-Nan Wang, Wen-Ching Lin, Tsai-Shang Huang, Hsun-Jung Chen, Van-Thanh Phan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aIn order to study the mechanism of molten zinc corrosion on specific materials, a molten zinc corrosion tester was developed to simulate the working condition in a zinc pot. However, the tester may cause severe oxidation of zinc, which becomes dross floating on the surface. Once the dross accumulated to a certain level, the molten zinc became viscous and affected the movement of the samples. Based on the Teoriya Resheniya Izobretatelskikh Zadatch (TRIZ) methodology and heuristic technique, this study improved the design of the tester so as to solve the oxidation problem. The objective of this study is to minimize the formation of zinc dross to be less than 2 kg in 2 days. After several attempts, the tester reduced oxidation of molten zinc successfully from 2.6 kg of zinc oxide every day down to 2.52 kg every three days. The improvement is 68 %, which is a very outstanding achievement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSink roll. =650 \0$aThermal spray. =650 \0$aSteel, Structural$xCorrosion. =650 \0$aSteel, Structural$xWelding. =650 \0$aWelded joints. =650 14$aMolten zinc corrosion test. =650 24$aSink roll. =650 24$aThermal spray. =650 24$aTRIZ. =700 1\$aLin, Wen-Ching,$eauthor. =700 1\$aHuang, Tsai-Shang,$eauthor. =700 1\$aChen, Hsun-Jung,$eauthor. =700 1\$aPhan, Van-Thanh,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140149.htm =LDR 03434nab a2200589 i 4500 =001 JTE20140301 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140301$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140301$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a669.72$223 =100 1\$aAffolter, Christian,$eauthor. =245 10$aCompressive Testing of Ductile High-Strength Alloys /$cChristian Affolter, Ulrich Müller, Christian Leinenbach, Bernhard Weisse. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aCompression testing of metal alloys is a basic procedure in material characterization and analysis. Though it follows many of the guidelines and physical considerations as tensile testing, in some respects compression testing implies more complexity, more difficulties, and, consequently, more possible causes for inaccuracy compared to tensile testing. Hence, compressive testing is applied much less than the standard tensile tests, unless the load case is requiring specific test data from compression, e.g., when brittle or cast alloys are applied. Ductile metals compressed to high strains require further consideration when the yield strength in compression, the compressive strength, or even the full flow curve for plasticity must be identified. A sophisticated test procedure for compression testing of ductile metals in the plasticity range has been developed and is presented. It allows the determination of elastic modulus, yield strength, and flow curve up to high strains. The procedure was evaluated with comparative tensile tests on identical specimens and with a round-robin test with a testing-machine manufacturer. Further considerations for compression testing and for the strain measurement are presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFlow curve. =650 \0$aYield strength. =650 \0$aYoung's modulus. =650 \0$aStrain measurement. =650 \0$aCompression testing. =650 \0$aAlloys$xTesting. =650 \0$aMetals$xTesting. =650 \0$aStrengthof materials. =650 \0$aDuctile. =650 14$aCompression testing. =650 24$aYield strength. =650 24$aStrain measurement. =650 24$aYoung's modulus. =650 24$aFlow curve. =700 1\$aMüller, Ulrich,$eauthor. =700 1\$aLeinenbach, Christian,$eauthor. =700 1\$aWeisse, Bernhard,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140301.htm =LDR 02813nab a2200553 i 4500 =001 JTE20140185 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140185$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140185$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD751 K86 =082 04$a628/.35$223 =100 1\$aWang, YanHua,$eauthor. =245 10$aResearch on Malachite Green Wastewater by Flocculation and Co-Precipitation /$cYanHua Wang, ChanJuan Gao, ShengKe Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aWastewater from industrial dyeing has become a major problem in modern water treatment, owing to their complex structures, bio-refractory, anti-oxidation, anti-photolysis, and strong heat stability. Thus, treatment of dye wastewater has attracted the attention of researchers. The focus of this work is the removal effect of 2,4,6-trimercaptotriazine (TMT) and polyacrylamide (PAM) independent action and synergistic effect on malachite green (MG). The removal effect with different factors, such as the dosage of TMT or PAM, pH value, and temperature, were investigated, and the removal mechanism is discussed. The results show that the decolour treatment of MG dye wastewater can achieve the ideal effect by the synergy of TMT and PAM. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDegradation. =650 \0$aFlocculation. =650 \0$aMalachite green. =650 \0$aCo-precipitation. =650 \0$aWastewater treatment$xResearch. =650 \0$aSewage$xPurification$xFlocculation. =650 14$aMalachite green. =650 24$aTMT. =650 24$aPAM. =650 24$aDegradation. =650 24$aFlocculation. =650 24$aCo-precipitation. =700 1\$aGao, ChanJuan,$eauthor. =700 1\$aYang, ShengKe,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140185.htm =LDR 03068nab a2200529 i 4500 =001 JTE20130084 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130084$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130084$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC189.5 =082 04$a531.113402454$223 =100 1\$aDurairaj, R.,$eauthor. =245 10$aEffect of Silver Flakes and Particle Shape on the Steady Shear Viscosity of Isotropic Conductive Adhesives /$cR. Durairaj, Kau Chee Leong. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aThis study investigated the effect of silver filler particle/flake shape on the rheological behavior of isotropic conductive adhesives (ICAs). Three types of epoxy systems were formulated with the following fillers: silver flakes, silver powder, and a mixture of silver flakes and silver powder. A volume fraction ranging from 0.2 to 0.8 silver fillers was added to the epoxy systems, and the corresponding viscosity of the paste was measured. The relationship between viscosity and volume fraction of ICAs is described through empirical models such as the Krieger-Dougherty, Quemada, and Eilers models. The studies showed that the shape of the filler influenced the viscosity of the suspension. For example, the silver flakes agglomerated at a lower volume fraction than silver flakes. In addition, an increase in the volume fraction reduced the distance between the particles and flakes, resulting in greater viscosity. In addition, the Krieger-Dougherty model yielded the best correlation between the measured viscosities and volume fraction. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEilers model. =650 \0$aQuemada model. =650 \0$aKrieger-Dougherty model. =650 \0$aRheology. =650 \0$aChemistry. =650 \0$aScience. =650 14$aIsotropic conductive adhesives. =650 24$aRheology. =650 24$aKrieger-Dougherty model. =650 24$aQuemada model. =650 24$aEilers model. =700 1\$aLeong, Kau Chee,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130084.htm =LDR 02660nab a2200541 i 4500 =001 JTE20130112 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130112$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130112$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620.1126$223 =100 1\$aKalkan-Sevinc, Zehra S.,$eauthor. =245 10$aMaterial Characterization of Heat Shrinkable Film /$cZehra S. Kalkan-Sevinc, Caitlin T. Strobel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aShape memory polymers represent a class of polymers that display properties of shape change under stimulus. The presented research focused on material characterization of thermally stimulated shape memory polymers, more specifically heat shrinkable bands often used as packaging in the food and the medical industry. Increasingly, regulatory agencies are pushing for the use of non-PVC materials industry wide. This study represented an experimental approach for evaluation of polyester shrink bands (non-PVC) in comparison with PVC with regard to thermomechanical and shrinkage properties. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMaterial testing. =650 \0$aShrink properties. =650 \0$aHeat shrinkable tube. =650 \0$aShape memory polymer. =650 \0$aMaterials$xFatigue$xTesting. =650 \0$aStrains and stresses$xTesting. =650 \0$aFatigue. =650 \0$aMaterials. =650 14$aShape memory polymer. =650 24$aHeat shrinkable tube. =650 24$aMaterial testing. =650 24$aShrink properties. =700 1\$aStrobel, Caitlin T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130112.htm =LDR 03829nab a2200625 i 4500 =001 JTE20140523 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140523$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140523$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7872.D4 =082 04$a681/.2$223 =100 1\$aPrabhu, B.,$eauthor. =245 10$aEvaluation of Clustering Parameters in WSN Fields Using Distributed Zone-Based Approach /$cB. Prabhu, S. Sophia. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aWireless sensor network (WSN) is a low-powered network formed by the sensor nodes that finds application in civilian, military, visual sense models, and many others. Improved network lifetime is an important task to be achieved by these sensor networks. In this paper, a methodology for evaluation of clustering efficiency, routing efficiency, energy efficiency, and the lifetime of two dense wireless sensor network fields-using a distributed clustering approach, the hybrid energy efficient clustering algorithm (HEECA)-was proposed, which mainly targeted effectively prolonging the lifetime of wireless sensor networks. It is a well-distributed and energy-efficient clustering algorithm that employs three novel techniques: zone based transmission power (ZBTP), routing using distributed relay nodes (DRNs), and rapid cluster formation (RCF). The proposed scheme was compared with two well-evaluated existing distributed clustering algorithms, O-LEACH and HEED. Simulation results clearly showed an excellent improvement in remaining energy, throughput, routing efficiency, and energy efficiency of the entire wireless sensor system. The clustering process was effectively controlled, thereby the number of cluster heads selection and the number of packets delivered to the base station was also found to be effective. Ultimately, the overall lifetime of the wireless sensor network was improved when compared to the two existing distributed clustering algorithms. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNetwork lifetime. =650 \0$aEnergy efficiency. =650 \0$aClustering efficiency. =650 \0$aDistributed clustering. =650 \0$aDistributed relay node. =650 \0$aRapid cluster formation. =650 \0$aWireless sensor network. =650 \0$aWireless sensor networks. =650 \0$aClustering. =650 \0$aRouting efficiency. =650 14$aWireless sensor network. =650 24$aDistributed clustering. =650 24$aDistributed relay node. =650 24$aZone based transmission power. =650 24$aRapid cluster formation. =650 24$aEnergy efficiency. =650 24$aRouting efficiency. =650 24$aClustering efficiency. =650 24$aNetwork lifetime. =700 1\$aSophia, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140523.htm =LDR 03351nab a2200493 i 4500 =001 JTE20140431 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140431$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140431$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a624.2/57$223 =100 1\$aChen, Dar-Hao,$eauthor. =245 10$aPerformance of Settled Bridge-Approach Slabs with Polyurethane-Foam Injection /$cDar-Hao Chen, Wen Yi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aBridge-approach settlement costs hundreds of millions of dollars in repairs annually. Polyurethane-foam injection by two different processes: (1) a patented deep-injection process, and (2) a non-patented process (directly under the slab) were investigated to study the effectiveness of the slab lifting and leveling. A method of evaluating localized roughness by using areas bound by deviation curves was developed. Three field projects were investigated, one of which was repaired over 6 years ago. The deviation curves from these sites are very repeatable, as the plots often overlap. Evaluating the localized roughness, such as the bridge-approach settlement, using the areas bound by deviation curves seems to be a reasonable approach. The slab lifting with polyurethane foam, using either process, was successful at all three sites. The slabs were all raised to the desired elevation, improving safety and ride quality. The roughness was reduced by as much as 70 %. The falling weight deflectometer (FWD) deflections were reduced by as much as 60 % at many monitored locations. It is believed that when there are no other factors to cause the embankment to lose soil, the polyurethane-foam injection can be used to lift the settled approach slabs. Flowable fill should be used to fill any visible voids prior to the polyurethane-foam injection. The advantage of the patented deep injection process over the non-patented process is inconclusive. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSlab lifting. =650 \0$aBrdige Construction. =650 \0$aBridgedecks. =650 \0$aBridgedesign. =650 \0$aHighperformanceconcrete. =650 14$aBridge-approach settlement. =650 24$aPolyurethane-foam injection. =650 24$aSlab lifting. =700 1\$aYi, Wen,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140431.htm =LDR 03345nab a2200613 i 4500 =001 JTE20140017 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140017$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140017$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ230 =082 04$a683.88$223 =100 1\$aKim, Jin-Su,$eauthor. =245 12$aA Newly Advanced Anti-Vibration Pad With a Phase Balancer Designed by Analysis of Washing Machine Behaviors /$cJin-Su Kim, Jae-Eun Jeong, Un-Chang Jeong, Jae-Eung Oh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThis study proposed an anti-vibration pad with a phase balancer that helps reduce wood floor vibrations from a washing machine as well as the vibrations of the machine itself. When a washing machine is installed just on anti-vibration pads, the floor vibrations can be reduced, but consequently the machine's left-right vibrations become more violent. Accordingly, in order to identify the mechanism by which anti-vibration pads generate left-right vibrations in washing machines, the present study proposed a two-point measurement method that can determine vertical washing machine vibrations and phase differences. In addition, we proposed an optimal phase balancer designed by a finite element analysis-based response surface method for reducing vibrations using a phase difference. As a result, the anti-vibration pad with a phase balancer, when applied to washing machines, greatly contributed to simultaneously reducing the actual vibrations of washing machines and the vibration transfer to the floor. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPhase analysis. =650 \0$aPhase balancer. =650 \0$aWashing machine. =650 \0$aAnti-vibration pad. =650 \0$aVibration reduction. =650 \0$aResponse surface method. =650 \0$aWashing machines. =650 \0$aDesign and construction. =650 \0$aVibration mechanism. =650 14$aWashing machine. =650 24$aVibration mechanism. =650 24$aVibration reduction. =650 24$aPhase balancer. =650 24$aPhase analysis. =650 24$aAnti-vibration pad. =650 24$aResponse surface method. =700 1\$aJeong, Jae-Eun,$eauthor. =700 1\$aJeong, Un-Chang,$eauthor. =700 1\$aOh, Jae-Eung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140017.htm =LDR 02504nab a2200469 i 4500 =001 JTE20130235 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130235$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130235$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGV887.74 =082 04$a796.323068$223 =100 1\$aWang, Chen-Yang,$eauthor. =245 10$aEvaluation of Sports Center Performance Using a Fuzzy Multi-Criteria Decision-Making Model /$cChen-Yang Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aThe main purpose of this study is to evaluate the performance of sports centers using the fuzzy analytical hierarchy process (FAHP). Our empirical results provide two main insights: first, sports center business management strategies comprise six dimensions and 23 indexes; second, the FAHP analysis shows that the six dimensions are (in order of priority) service prices, site conditions, operations management, traffic conditions, sports products, and staff quality. This study uses the FAHP along with mathematical computing to provide sports center managers with a reliable decision-making reference, and to assist them in formulating the most effective business strategy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSports center. =650 \0$aCritical factors. =650 \0$aCenter play (Basketball) =650 \0$aCenters (Basketball) =650 14$aSports center. =650 24$aCritical factors. =650 24$aFAHP. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130235.htm =LDR 03124nab a2200613 i 4500 =001 JTE20140041 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140041$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140041$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT50 =082 04$a620.0044$223 =100 1\$aAslam, Muhammad,$eauthor. =245 13$aAn Economic Design of a Group Sampling Plan for a Weibull Distribution Using a Bayesian Approach /$cMuhammad Aslam, Muhammad Azam, Saminathan Balamurali, Chi-Hyuck June =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aIn this paper, a cost model for a group sampling scheme is proposed for inspection of the lifetime of a product when the lifetime of the product follows a Weibull distribution. The optimal parameters of the group sampling plan are determined by minimizing the total cost and satisfying both the producer's risk and the consumer's risk simultaneously for the specified values of termination time, number of testers, and median ratio as the quality parameter. The application of the proposed plan is given in metrology for the inspection of chip products. We have conducted a comparative study, and it shows that the use of the proposed plan for testing the chips minimized the cost more than the existing acceptance sampling plan. Tables are provided, along with the total cost required for the life test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCost model. =650 \0$aLife tests. =650 \0$aConsumer's risk. =650 \0$aProducer's risk. =650 \0$aGroup sampling plan. =650 \0$aMaterials Testing. =650 \0$aLCSH: Materials Testing. =650 \0$aWeibull distribution. =650 \0$aBayesian approach. =650 14$aCost model. =650 24$aWeibull distribution. =650 24$aBayesian approach. =650 24$aGroup sampling plan. =650 24$aLife tests. =650 24$aProducer's risk. =650 24$aConsumer's risk. =700 1\$aAzam, Muhammad,$eauthor. =700 1\$aBalamurali, Saminathan,$eauthor. =700 1\$aJun, Chi-Hyuck,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140041.htm =LDR 03046nab a2200577 i 4500 =001 JTE20140227 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140227$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140227$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD879.P4 =082 04$a628.5/5$223 =100 1\$aBazargan, Alireza,$eauthor. =245 10$aStandardization of Oil Sorbent Performance Testing /$cAlireza Bazargan, Jun Tan, Gordon McKay. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b55 =520 3\$aMillions of barrels of petroleum and its products are transported across the globe every day. The hazard of oil spills is a looming threat that can lead not only to the loss of valuable products, but also seriously damage the environment and ecosystems. There are various ways of combating oil spills one of which is the use of sorbents. The ASTM F716-09 and ASTM F726-12 standards have been developed for absorbent/adsorbent performance and uptake capacity testing. However, most researchers do not use the procedures proposed by the ASTM when reporting their findings. Currently, the majority of the manuscripts published on oil sorbent testing do not use any uniform standard. Herein, we argue that the ASTM standards have some shortcomings that make them unattractive for researchers to use. These problems are discussed and possible solutions are proposed for more homogeneous and accurate reporting of results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAbsorption. =650 \0$aAdsorption. =650 \0$aMethodology. =650 \0$aPetroleum clean up. =650 \0$aOil spill remediation. =650 \0$aSols$xAbsorption et adsorption. =650 \0$aMicro-organismes. =650 \0$aBioremediation. =650 \0$aOil pollution of soils. =650 14$aAbsorption. =650 24$aAdsorption. =650 24$aOil spill remediation. =650 24$aMethodology. =650 24$aPetroleum clean up. =700 1\$aTan, Jun,$eauthor. =700 1\$aMcKay, Gordon,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140227.htm =LDR 02568nab a2200517 i 4500 =001 JTE20140054 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140054$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140054$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR853.S7 =082 04$a610.72/7$223 =100 1\$aAslam, Muhammad,$eauthor. =245 12$aA New Mixed Variable Lot Size Sampling Plan Based on Process Capability Index /$cMuhammad Aslam, S. Balamurali, Muhammad Azam, Chi-Hyuck June =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aA new mixed sampling plan with a variable lot size plan is developed in this manuscript using the process capability index. The operating characteristic function of the proposed plan is derived and the plan parameters are determined using the non-linear optimization procedure for symmetric and asymmetric fraction non-conforming cases. It is also shown that the proposed plan is more efficient than existing acceptance sampling plans. Industrial data is presented to explain the application of the proposed plan. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSample size. =650 \0$aResearch Design. =650 \0$aSampleSize. =650 \0$aProcess Capability Index. =650 14$aVariable lot size sampling plan. =650 24$aProcess capability index. =650 24$aProducer's risk and consumer's risks. =650 24$aSample size. =700 1\$aBalamurali, S.,$eauthor. =700 1\$aAzam, Muhammad,$eauthor. =700 1\$aJun, Chi-Hyuck,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140054.htm =LDR 03032nab a2200529 i 4500 =001 JTE20130336 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130336$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130336$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT50 =082 04$a620.0044$223 =100 1\$aBen Amor, Mohamed,$eauthor. =245 12$aA Perceptual Measure of Blocking Artifact for No-reference Video Quality Evaluation of H.264 Codec /$cMohamed Ben Amor, Mohamed-Chaker Larabi, Fahmi Kammoun, Nouri Masmoudi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aIn this paper, we propose a new, perceptually significant video quality metric to estimate the blocking effect caused by the H.264/MPEG-4 Advanced Video Coding (AVC) standard. Our method operates in the spatial domain by taking into account the local variation inside each 16 by 16 block. The proposed approach does not require high computational complexity and can be suitable for real-time evaluation. We evaluate the performance of the proposed method by using three common intermediate format sequences at different compression rates. The comparison of the obtained results was made with Suthaharan's technique using the IVP database. The performance metrics, Pearson and Spearman correlation coefficients, indicate that the proposed method outperformed the approach recommended in the literature for block-based compression, and the improvement was even better for the H.264/MPEG-4 AVC standard. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aH.264/MPEG-4 AVC. =650 \0$aBlocking artifact. =650 \0$aVideo quality assessment. =650 \0$aMaterials Testing. =650 \0$aLCSH: Materials Testing. =650 14$aVideo quality assessment. =650 24$aNo-reference quality metric. =650 24$aBlocking artifact. =650 24$aH.264/MPEG-4 AVC. =700 1\$aLarabi, Mohamed-Chaker,$eauthor. =700 1\$aKammoun, Fahmi,$eauthor. =700 1\$aMasmoudi, Nouri,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130336.htm =LDR 03092nab a2200565 i 4500 =001 JTE20140283 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140283$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140283$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE153 =082 04$a625.7/33$223 =100 1\$aWei, Yingqi,$eauthor. =245 10$aReliability of Analysis Methods for Identifying Dispersive Clays /$cYingqi Wei, Hong Cai, Yanfeng Wen, Jun Yan, Jianzhang Xiao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aNumerous methods for identifying dispersive clays have been proposed: the pinhole test, the double hydrometer test, the crumb test, the sodium adsorption ratio test, the percentage of the exchangeable sodium cation test, and a number of different auxiliary tests. However, the results of these methods have been in some cases inconsistent. Therefore, in this study, identification tests and conventional laboratory index tests for 34 cohesive soil samples collected from 10 domestic and foreign engineering projects completed by the China Institute of Water Resources and Hydropower Research over the last 20 years were analyzed and compared. The results showed that the dispersive grade of clay was not directly related to the gradation, specific gravity, liquid limit, or plasticity index but was closely related to the soil pH value. Moreover, the pinhole test was not suitable for identifying the dispersion of soil with a low clay content or high expansion. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPinhole test. =650 \0$aDispersive clay. =650 \0$aIdentification test. =650 \0$aRelative reliability. =650 \0$aSoftclays. =650 \0$aGround settlement. =650 \0$aDispersive Clays. =650 14$aDispersive clay. =650 24$aIdentification test. =650 24$aRelative reliability. =650 24$aPinhole test. =700 1\$aCai, Hong,$eauthor. =700 1\$aWen, Yanfeng,$eauthor. =700 1\$aYan, Jun,$eauthor. =700 1\$aXiao, Jianzhang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140283.htm =LDR 03344nab a2200517 i 4500 =001 JTE20130070 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130070$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130070$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE212 =082 04$a354.76$223 =100 1\$aCabalar, A. F.,$eauthor. =245 10$aCalifornia Bearing Ratio of a Sub-Base Material Modified With Tire Buffings and Cement Addition /$cA. F. Cabalar, Z. Karabash. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b55 =520 3\$aProper management of waste tires is a major environmental problem in many regions of the world. Instead of disposal in landfills, waste tires can be used in some engineering applications, thereby reducing their potential impact on the environment. The goal of this study was to assess the use of crushed rock mixed with tire buffings (a by-product of re-treading tires) and cement as sub-base materials for road construction. We prepared various mixtures of crushed rock containing 0, 5, 10, and 15 % tire buffings and 0, 1, 3, and 5 % cement by weight, and determined their California Bearing Ratio (CBR) values at different water contents. The performance of the sub-base gravel was investigated with the inclusion of tire buffings only, cement only, and tire buffings and cement together. The test results indicate that the CBR value of sub-base material decreases with the addition of tire buffings with no cement, and increases with the addition of cement with no tire buffings. In certain cases, small amounts of cement additions to the gravel with tire buffings increase the CBR values of the sub-base gravel, and thereby may result in a substantial decrease in design thickness of a pavement. The CBR values of the specimens with 3 % cement and 5 % tire buffings, 5 % cement and 5, 10, and 15 % tire buffings were found to be greater than the CBR value of the clean sub-base gravel. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCement. =650 \0$aWaste tires. =650 \0$aSub-base improvement. =650 \0$aBearing capacity. =650 \0$aCalcium hydroxide. =650 \0$aRoads$xBase courses. =650 14$aSub-base improvement. =650 24$aWaste tires. =650 24$aCement. =650 24$aCBR. =700 1\$aKarabash, Z.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130070.htm =LDR 03451nab a2200517 i 4500 =001 JTE20140437 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140437$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140437$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.1920287$223 =100 1\$aDavidson, Barry D.,$eauthor. =245 10$aStandardization of the End-Notched Flexure Test for Mode II Interlaminar Fracture Toughness Determination of Unidirectional Laminated Composites /$cBarry D. Davidson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aResearch is described that supports the approach used in the new ASTM International standard for the determination of the mode II interlaminar fracture toughness of unidirectional polymer matrix composites. Reasons for choosing the end-notched flexure (ENF) test over other candidate methods are first presented. This is followed by results from a combined numerical and experimental study that led to a compliance calibration method being chosen for data reduction, as well as two subsequent studies to determine the delamination lengths used for the calibration tests. The development of a method of creating static mode II precracks is described, and validation studies are presented. Other considerations that went into finalizing the test standard, including the determination of span length, range of allowable thicknesses, method of locating the delamination tip after precracking, and load levels to be used during compliance calibration, are then discussed. Results from an interlaboratory study are presented, which illustrates that the variation in test results that are observed in the ENF test using the standardized test method are quite small by historical standards. This indicates that the new standard is appropriate for general use and provides a welcome complement to the existing ASTM International standards for determination of the mode I and mixed-mode I-II interlaminar fracture toughness. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMode II. =650 \0$aToughness. =650 \0$aDelamination. =650 \0$aComposite materials. =650 \0$aPolymeric composites$xFatigue. =650 \0$aFibrous composites$xFatigue. =650 \0$aLaminated materials$xFatigue. =650 14$aComposite materials. =650 24$aDelamination. =650 24$aToughness. =650 24$aMode II. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140437.htm =LDR 03342nab a2200565 i 4500 =001 JTE20140049 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140049$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140049$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTG315 =082 04$a624.2$223 =100 1\$aCaglayan, Ozden,$eauthor. =245 10$aIn-Situ Field Measurements and Numerical Model Identification of a Multi-Span Steel Railway Bridge /$cOzden Caglayan, Kadir Ozakgul, Ovunc Tezer, Filiz Piroglu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b43 =520 3\$aIn this paper, in situ field measurements and analytical model verification studies of a railway bridge that spans Karakaya Dam Lake between the cities of Malatya and Elazig in Turkey are presented. The bridge consists of 29 simply-supported steel trusses, each having a 64 m span length, giving a total bridge length of 2029.60 m. To understand the actual behaviour of the bridge, static and dynamic tests on the bridge spans were performed. The bridge was instrumented with strain-gauges mounted on the surface of the bridge members, accelerometers placed on the piers, abutments, and truss members and an optical laser based displacement sensor located at mid-span. Then, a three-dimensional finite element model of the bridge was generated using commercially available finite element analysis software using frame elements, a thick shell, and spring and rigid bar elements. The initial numerical model was calibrated using an optimization procedure based on automatically adjusting the spring constants and rigid bar rigidities with the help of MATLAB. Finally, the validity of the calibrated FE model was examined by the vertical displacement measurements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIdentification. =650 \0$aObjective function. =650 \0$aDynamic and static tests. =650 \0$aBridgeconstruction. =650 \0$aWelding. =650 \0$aSteelbridges. =650 \0$aSteel Railway Bridge. =650 14$aMulti-span steel railway bridge. =650 24$aDynamic and static tests. =650 24$aObjective function. =650 24$aMAC. =650 24$aIdentification. =700 1\$aOzakgul, Kadir,$eauthor. =700 1\$aTezer, Ovunc,$eauthor. =700 1\$aPiroglu, Filiz,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140049.htm =LDR 03342nab a2200541 i 4500 =001 JTE20140094 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140094$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140094$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGE170 =082 04$a363.7$223 =100 1\$aHu, Kuang-Hua,$eauthor. =245 10$aImproving Corporate Governance Effects on an Enterprise Crisis Based on a New Hybrid DEMATEL with the MADM Model /$cKuang-Hua Hu, Fu-Hsiang Chen, Gwo-Hshiung Tzeng, Jinn-De Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b71 =520 3\$aThe purpose of this study is to set up a new enterprise crisis improvement model for corporate governance based on the hybrid MADM model, which addresses on the main causal factors and amended priorities in order to reduce the occurrence of corporate crises. In this study, we present the use of a new hybrid MADM combined with a DEMATEL technique to construct an influential network relationship map (INRM) and find the influential weights of DANP in criteria from the influential relationship matrix, as well as the modified VIKOR method using influential weights, to evaluate and integrate the criteria performance in the gaps. This study also analyzes how to reduce the gaps to evaluate the decision for improving corporate governance effects based on INRM. This method provides decision-makers with a way to formulate improvement strategies. The results show that the overall average gap of corporate governance is 0.501 (signaling a crisis on the 0 to 1 scale). To remedy this issue, much bigger gaps are needed for improvement in each criterion. The implication is that Taiwan's current financial industry corporate governance system is too weak and needs to be strengthened, reengineered, and transformed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEnterprise crisis. =650 \0$aCorporate governance. =650 \0$aCumulative effects assessment (Environmental assessment) =650 \0$aProject management. =650 14$aCorporate governance. =650 24$aEnterprise crisis. =650 24$aDEMATEL. =650 24$aDANP. =650 24$aMADM. =650 24$aVIKOR. =700 1\$aChen, Fu-Hsiang,$eauthor. =700 1\$aTzeng, Gwo-Hshiung,$eauthor. =700 1\$aLee, Jinn-De,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140094.htm =LDR 03663nab a2200541 i 4500 =001 JTE101723 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101723$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101723$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a530$223 =100 1\$aChen, Dar-Hao,$eauthor. =245 10$aField Verification of Smoothness Requirements for Weigh-in-Motion Approaches /$cDar-Hao Chen, Feng Hong. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe smoothness of the pavement surface approaching a Weigh-in-Motion (WIM) scale directly affects the device's ability to accurately estimate static loads from measured dynamic forces. Lack of smoothness creates difficulties in reducing the weighing error to an acceptable level. Efforts were made in this study to determine appropriate values of profile length and roughness of the WIM approach. Roughness data for 19 WIM sites across Texas were collected, and the corresponding calibration records from those WIM sites were employed to verify the smoothness guidelines proposed by AASHTO MP 14 and ASTM E1318. Since there are multiple lanes at each WIM site, a total number of 70 profiles were collected. Based on the calibration records from the WIM sites and field roughness measurements, it was found that the upper threshold value of Long Range Index (LRI) of AASHTO method MP 14 should be adjusted in order to screen out the locations that yield unacceptable weighing error. The lower threshold value was found to be unnecessary, because more than 90 % of WIM sites yielded acceptable weighing error even when they exceeded the lower threshold value. The LRI is preferable to the Short Range Index (SRI) as it matched well with the field WIM calibration results. Based on the 70 profiles used to determine appropriate lengths, a profile length of 25.8 m preceding the WIM is found to be sufficient. That is the length required to obtain a valid LRI, according to AASHTO MP 14. The ASTM E1318 requirement of 60 m is too conservative. It is concluded that an LRI of 1.74 m/km for the 25.8 m leading up to the WIM is the only critical factor in AASHTO MP 14 and is the limit recommended. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aApproach. =650 \0$aSmoothness. =650 \0$aBending plate. =650 \0$aPiezoelectric. =650 \0$aWeigh-in-motion. =650 \0$aPiezoelectric ceramics. =650 \0$aCeramics. =650 14$aWeigh-in-motion. =650 24$aSmoothness. =650 24$aApproach. =650 24$aBending plate. =650 24$aPiezoelectric. =700 1\$aHong, Feng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101723.htm =LDR 03231nab a2200529 i 4500 =001 JTE102094 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102094$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102094$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBF433.A6 =082 04$a137.8$223 =100 1\$aLucon, Enrico,$eauthor. =245 10$aInstrumented Impact Tests :$bEffects of Machine Variables and Specimen Position /$cEnrico Lucon, Chris N. McCowan, Raymond L. Santoyo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aAn investigation has been conducted on the influence of impact machine variables and specimen positioning on characteristic forces and absorbed energies from instrumented Charpy tests. Brittle and ductile fracture behavior has been investigated by testing NIST reference samples of low-, high-, and super-high-energy levels. Test machine variables included tightness of foundation, anvil and striker bolts, and the position of the center of percussion with respect to the center of strike. For specimen positioning, we tested samples that had been moved away or sideways with respect to the anvils. In order to assess the influence of the various factors, we compared mean values in the reference ("unaltered") and "altered" conditions; for machine variables, t-test analyses were also performed in order to evaluate the statistical significance of the observed differences. Our results indicate that the only circumstance which resulted in variations larger than 5 % for both brittle and ductile specimens is when the sample is not in contact with the anvils. This should be taken into account in future revisions of instrumented Charpy test standards. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aT-test analysis. =650 \0$aSpecimen position. =650 \0$aImpact machine variables. =650 \0$aInstrumented Charpy tests. =650 \0$aApperception$xTesting. =650 \0$aPersonality tests. =650 14$aInstrumented Charpy tests. =650 24$aImpact machine variables. =650 24$aSpecimen position. =650 24$aT-test analysis. =700 1\$aMcCowan, Chris N.,$eauthor. =700 1\$aSantoyo, Raymond L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102094.htm =LDR 03451nab a2200529 i 4500 =001 JTE101808 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101808$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101808$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.G44 =082 04$a624.1/897$223 =100 1\$aAlvarez, Allex E.,$eauthor. =245 10$aEffects of Densification on Permeable Friction Course Mixtures /$cAllex E. Alvarez, Amy Epps Martin, Cindy Estakhri. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aCompaction of permeable or porous friction course (PFC) mixtures is generally considered a process without major issues, and field density requirements (or corresponding total air voids [AV] content) are not currently specified for this type of hot mix asphalt. However, proper densification is one of the most important aspects to control during construction to prevent raveling, the distress most frequently reported as the cause of failure in these mixtures. This paper presents an evaluation of the effect of densification on PFC mixtures. This evaluation included both the study of the internal structure of compacted mixtures and a comparison of performance based on macroscopic response. Results from this study showed that differences encountered in the internal structure of road cores and specimens compacted using the Superpave Gyratory Compactor limit the use of these laboratory compacted specimens in durability and functionality evaluations of PFC mixtures. In addition, changes in densification, after reaching stone-on-stone contact, modified the mixture properties and performance. The magnitude of these modifications provided evidence of the ease of verifying not only stone-on-stone contact during mix design, but also of the importance of controlling the density during construction to ensure an equilibrium density that guarantees the balance between mixture durability and mixture functionality. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAir voids. =650 \0$aMixture compaction. =650 \0$aPervious concrete. =650 \0$aDurability. =650 14$aPermeable friction course. =650 24$aOpen-graded friction course. =650 24$aMixture compaction. =650 24$aDurability. =650 24$aAir voids. =650 24$aX-ray computed tomography. =700 1\$aMartin, Amy Epps,$eauthor. =700 1\$aEstakhri, Cindy,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101808.htm =LDR 03205nab a2200553 i 4500 =001 JTE101594 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101594$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101594$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA7 =082 04$a363.73/96$223 =100 1\$aMeged, Y.,$eauthor. =245 10$aErosion Test Evaluation by Noncumulative Mass Loss Data /$cY. Meged. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aErosion tests are generally represented by cumulative erosion-time curves. These curves are evaluated by means of several criteria, such as nominal incubation time (NIT), maximum erosion rate (MER), time to reach a mean depth of erosion of 100 ?m (t100) and terminal erosion rate (TER). These criteria are applied to assess the precision, and to obtain values of normalized erosion resistance (NER). The drawbacks of this evaluation method stem from the fact that these criteria are: 1. Point values-t100 and NIT2. Local values-MER and TER3. Rare value-TER4. With rather large variation-NIT5. Dependent on reference materials-NER.In order to overcome these drawbacks an alternative method is suggested. This method is based on noncumulative mass loss data, measured at equal test time intervals, along a specified test duration. These values are applied to study the erosion process and to characterize each material. This method is illustrated by analysis of erosion test results of four materials. The main advantage of this method is its ability to evaluate the erosion process on a micro-scale, thereby supplementing the prevailing method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aErosion test. =650 \0$aMicro-scale study. =650 \0$aReference material. =650 \0$aStandard deviation. =650 \0$aErosion. =650 \0$aSoil erosion$zUnited States. =650 \0$aErosion$zUnited States. =650 14$aErosion test. =650 24$aCumulative erosion-time curve. =650 24$aReference material. =650 24$aNoncumulative evaluation method. =650 24$aMicro-scale study. =650 24$aUniform test-time interval. =650 24$aStandard deviation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101594.htm =LDR 03536nab a2200613 i 4500 =001 JTE101676 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101676$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101676$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK454 =082 04$a621.319/2$223 =100 1\$aWoolley, David E.,$eauthor. =245 10$aSimulation of Four-Point Test for DC Electrical Resistivity of Moderately Conductive Solids-Error due to Nonideal Specimen Size and Current Electrode Configuration /$cDavid E. Woolley. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aElectrical resistivity of moderately conductive solids is determined according to ASTM D4496 [1] using the four-probe method. The ideal specimen is long, thin, and of uniform cross section and composition. The ideal configuration of current electrodes is uniformly covering the opposite ends of the specimen to create a current path in the axial direction through the specimen. The purpose of this study is to determine what errors may arise from using nonideal specimen size or current-electrode configuration. The dc four-point resistivity test is simulated using a finite element (FE) model, which yields the electric potential distribution in the specimen and the electric current. Specimens in the form of bars and cylinders are studied. Simulations show that the calculated resistivity will be false-high when the current electrode is a band around the outside of the specimen or strip on one side of the specimen and when the parameter (R or H)/((Lo-Li)/2) is greater than 0.5, where Ris the radius of a cylindrical specimen,His the height of a bar-shaped specimen, (Lo-Li)/2 is the distance between a current electrode and the nearest potential electrode. The magnitude of the error reported in this study is on the order of the error that can arise due to errors in measuring dimensions of the specimen. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFour-wire. =650 \0$aElectrical. =650 \0$aFour-point. =650 \0$aFour-probe. =650 \0$aSimulation. =650 \0$aFinite element. =650 \0$aVolume resistivity. =650 \0$aElectric circuits. =650 \0$aElectrical engineering. =650 14$aElectrical. =650 24$aVolume resistivity. =650 24$aASTM D4496. =650 24$aFour-probe. =650 24$aFour-wire. =650 24$aFour-point. =650 24$aSimulation. =650 24$aFinite element. =650 24$aFEA. =650 24$aANSYS. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101676.htm =LDR 03722nab a2200493 i 4500 =001 JTE101854 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101854$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101854$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA473 =082 04$a620.1/76$223 =100 1\$aHong, Feng,$eauthor. =245 10$aCalibrating Mechanistic-Empirical Design Guide Permanent Deformation Models Based on Accelerated Pavement Testing /$cFeng Hong, Dar-Hao Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aOne of the challenges to the implementation of the mechanistic-empirical pavement design guide (MEPDG) comes from calibrating the transfer functions. This paper focuses on calibration of one of the major distress models in flexible pavement: permanent deformation or rutting. Two key aspects are critical to a successful rutting model calibration: data and method. Regarding the data, existing in-field information only provides total rut depth, which could not meet the requirement of permanent deformation in each structural layer by the MEPDG. Concerning the method, existing work either fails to address calibration factors from a holistic perspective by only focusing on individual sections separately or ignores variability inherent in those factors. In this study, layer-wise permanent deformation from instrumented pavement under accelerated pavement testing serves to accommodate the models calibration. A systematic calibration procedure is established, which globally optimizes all available information across all test sections. Through simulation and numerical optimization, optimal calibration shift factors for three typical flexible pavement materials, asphalt mixture, unbound granular base, and finegrain soil are obtained as 0.60, 0.49, and 0.84, respectively. This implies that the uncalibrated MEPDG is biased toward overprediction of rut depth. It is further suggested that a more rational result for each calibrated factor is to introduce an appropriate distribution to characterize its uncaptured variability. In addition, a case study involving using calibrated MEPDG to predict pavement performance or life indicates that (1) model calibration has a significant impact on the prediction and (2) the "fourth power law" is supported by the MEPDG. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCalibration. =650 \0$aPermanent deformation. =650 \0$aResidual stresses. =650 \0$aDeformation. =650 14$aAccelerated pavement testing. =650 24$aCalibration. =650 24$aMechanistic-empirical pavement design. =650 24$aPermanent deformation. =700 1\$aChen, Dar-Hao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101854.htm =LDR 02713nab a2200517 i 4500 =001 JTE101475 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101475$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101475$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA479.H43 =082 04$a672$223 =100 1\$aKloc, Luboš,$eauthor. =245 10$aMeasurement of Very Low Creep Strains :$bA Review /$cLuboš Kloc, Petr Marecek. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aVarious experimental techniques using mechanical springs for high strain sensitivity creep testing are described. A theory of stress and strain using these techniques is briefly summarized. Problems and advantages of the helicoid spring specimen technique are also analyzed. The helicoid spring specimen technique provides high efficiency for low-stress creep experiments in the self-loaded mode, while the external load mode allows extraordinary strain sensitivity. A new machine for conducting high-sensitivity torsion creep tests is presented together with some examples of creep curves obtained by the technique. The machine was designed to enable high sensitivity creep tests of inherently brittle materials such as intermetallics and ceramics. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIntermetallics. =650 \0$aStructural ceramics. =650 \0$aCreep testing techniques. =650 \0$aHeat resistant steel. =650 \0$aChrome-nickel steel. =650 \0$aHeat resistant alloys. =650 14$aCreep testing techniques. =650 24$aHeat resistant steel. =650 24$aIntermetallics. =650 24$aStructural ceramics. =700 1\$aMarecek, Petr,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101475.htm =LDR 02923nab a2200541 i 4500 =001 JTE101542 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101542$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101542$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE471.15.S25 =082 04$a553/.53$223 =100 1\$aZuo, Jian-ping,$eauthor. =245 10$aExperimental determination of coupled thermal-mechanical effects on fracture toughness of sandstone /$cJian-ping Zuo, He-ping Xie, Hong-wei Zhou. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aIn situ observations of the microscopic failure evolvement of sandstone under the coupled thermal-mechanical loadings were carried out by a scanning electron microscope (SEM). These results indicate that the effects of temperatures on cracking behavior and fracture toughness of sandstone are obvious. And, it is found that a critical transforming temperature is about 150°C for the fracture toughness of sandstone. That is, the fracture toughness value is to increase exponentially when the range of the temperature is from 25 to 150°C, but decreases exponentially when the range of the temperature is from 150 to 300°C. Therefore, in the present work the exponential relationships between fracture toughness and temperature are reported first. This is in good agreement with existing experimental evidence for the growth of micro cracks and thermal cracking. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack. =650 \0$aFracture toughness. =650 \0$aIn situ observation. =650 \0$aMineral resources. =650 \0$aSandstone. =650 \0$aSand rock. =650 14$aThermal-mechanical properties. =650 24$aFracture toughness. =650 24$aSandstone. =650 24$aIn situ observation. =650 24$aCrack. =700 1\$aXie, He-ping,$eauthor. =700 1\$aZhou, Hong-wei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101542.htm =LDR 04080nab a2200517 i 4500 =001 JTE101966 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101966$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101966$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aPS3552.R718 =082 04$a813/.54$223 =100 1\$aSeneviratne, H. N.,$eauthor. =245 10$aField Calibration of an Analytical Model for Pavement Friction Testing Applications /$cH. N. Seneviratne, M. P. N. Rajapakshe, M. Gunaratne. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aRegular evaluation and maintenance of skid resistance (friction) of highway and runway pavements is an essential task in improving transportation safety. Various measuring devices operating under different mechanisms have been developed for friction evaluation. Generally, there is a significant variation of friction measurements provided by different devices on the same surface, requiring reliable guidelines for comparison of devices. This paper presents the results of a study conducted to verify whether the LuGre model, an existing dynamic friction model composed of physically significant parameters, would satisfy the above need. A revised formulation which would enhance the applicability of the average lumped version of the LuGre model to model real-world dynamic friction problems is also presented. The original LuGre model was applied to two widely used pavement friction measuring devices; the locked wheel skid trailer and the dynamic friction tester (DFT). In the work presented here the characteristic equations for each device have been formulated based on the LuGre model. In addition an analytical treatment of the kinetics of the DFT is performed to facilitate the application of the LuGre model to the DFT. For each device, the LuGre model parameters were tuned to match a part of the field data collected during a field test carried out by the authors. It was seen that the obtained parameters are reasonably comparable with those reported in the literature. Moreover, the calibrated model equations were seen to predict the observed data that were not used in model fitting, with acceptable accuracy. The results obtained in this study clearly show that the LuGre model can be utilized as an efficient physically intuitive tool with possible applications in: (1) predicting the three-dimensional variation of friction (with wheel slip and traveling speed) as measured by selected friction measuring devices, (2) providing physical interpretations to friction data from different devices, (3) regular self-calibration of friction devices, and (4) comparing pavement friction measurements from different devices. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLuGre. =650 \0$aFriction. =650 \0$aCalibration. =650 \0$aFiction. =650 \0$aPavement. =650 14$aFriction. =650 24$aPavement. =650 24$aLuGre. =650 24$aCalibration. =700 1\$aRajapakshe, M. P. N.,$eauthor. =700 1\$aGunaratne, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101966.htm =LDR 03808nab a2200577 i 4500 =001 JTE101696 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2009\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101696$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101696$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.708$223 =100 1\$aAlvarez, Allex E.,$eauthor. =245 10$aDetermination of Volumetric Properties for Permeable Friction Course Mixtures /$cAllex E. Alvarez, Amy Epps Martin, Cindy Estakhri, Richard Izzo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2009. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aCurrent hot mix asphalt (HMA) mix design procedures used to determine the optimum asphalt content (OAC) for permeable or porous friction course (PFC) mixtures are based on volumetric properties, primarily total air void (AV) content. This calculated volumetric parameter depends on the bulk specific gravity (Gmb) and the theoretical maximum specific gravity (Gmm) of the mixture, which are generally difficult to measure in a laboratory due to the high asphalt contents, high total AV contents, and the use of modified asphalts for PFC mixtures. This study evaluated two methodologies for determining Gmb (vacuum and dimensional analysis) and two methodologies for determining Gmm (measured and calculated) for use in calculations of total AV content. For the mixtures assessed in this study, originally designed with a total AV content of 20 %, the alternative methodologies studied led to total AV content values outside the design range (18 to 22 %), which implies the necessity of gradation modifications or changes in the fiber content to meet AV requirements and define an OAC. Dimensional analysis and a calculation procedure, based on values of Gmm measured in the laboratory at low asphalt contents, are recommended for determining Gmb and Gmm values, respectively. In addition, dimensional analysis is preliminarily recommended to compute the water-accessible AV content of PFC mixtures based on the assessment of two methods (vacuum and a methodology proposed for dimensional analysis) to compute this parameter. Water-accessible AV content is considered as an alternative parameter for mix design and evaluation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMix design. =650 \0$aVolumetrics. =650 \0$aHot mix asphalt. =650 \0$aAir voids content. =650 \0$aAsphalt$xRecycling. =650 \0$aAsphalt rubber. =650 14$aPermeable friction course. =650 24$aOpen graded friction course. =650 24$aVolumetrics. =650 24$aAir voids content. =650 24$aMix design. =650 24$aHot mix asphalt. =650 24$aAsphalt rubber. =700 1\$aMartin, Amy Epps,$eauthor. =700 1\$aEstakhri, Cindy,$eauthor. =700 1\$aIzzo, Richard,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 37, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2009$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101696.htm =LDR 02958nab a2200529 i 4500 =001 JTE20120192 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120192$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120192$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA444 =082 04$a620.1/3$223 =100 1\$aBanthia, N.,$eauthor. =245 10$aLoading Rate Concerns in ASTM C1609 /$cN. Banthia, S. T. Islam. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aASTM C1609 remains one of the most prescribed tests for characterizing the performance of fiber reinforced concrete (FRC). Although numerous deficiencies in this test have been addressed over the years, concerns persist regarding the loading rate prescribed in the current version of the test. A test program was carried out to investigate the influence of the loading rate in ASTM C1609-2010. Normal-strength FRCs with 1.0 kg/m3 (0.11 % by volume) and 3.0 kg/m3 (0.33 % by volume) polypropylene fiber were tested. The results indicate that although the prescribed loading rate is appropriate for the 3.0 kg/m3 fiber dosage rate, it is too high for FRC with a 1.0 kg/m3 fiber dosage rate. In order to obtain a stable load-deflection curve in FRC with a 1.0 kg/m3 fiber dosage rate, a reduced loading rate was required. In the context of these findings, this paper argues that either the loading rate in ASTM C1609 should be reduced or a minimum fiber dosage rate for which the test is valid should be specified. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aToughness. =650 \0$aInstability. =650 \0$aLoading rate. =650 \0$aFiber reinforced concrete. =650 \0$aConcretebeams. =650 \0$aFiber-reinforcedconcrete. =650 \0$aFibrous composites. =650 14$aFiber reinforced concrete. =650 24$aLoading rate. =650 24$aToughness. =650 24$aInstability. =700 1\$aIslam, S. T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120192.htm =LDR 03368nab a2200541 i 4500 =001 JTE20120249 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120249$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120249$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aVipulanandan, C.,$eauthor. =245 10$aImpedance Spectroscopy Characterization of a Piezoresistive Structural Polymer Composite Bulk Sensor /$cC. Vipulanandan, P. Prashanth. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aIn this study, self-monitoring characteristics of a new piezoresistive structural polyester polymer composite bulk sensor were investigated under various loading conditions using impedance spectroscopy (IS). IS was used to estimate the bulk resistance of the piezoresistive polymer composite and the contact resistance of the two-probe measuring system used, along with the stress and shape dependence of these resistances. The piezoresistive behavior of cylindrical specimens in compression and circular disk specimens in bending and splitting tension showed repeatable characteristics. The contact resistances were about 1 % and 4.4 % of the bulk resistances for the cylindrical and circular disk specimens, respectively. The contact resistances were relatively small compared to the bulk resistances, and the change in contact resistance with applied stress was quantified. The average piezoresistivity coefficient for cylindrical specimens was 0.015 MPa-1 in compression, and for the circular disk specimens the coefficients were 3.1 x 10-4 MPa-1 and 4.62 x 10-4 MPa-1 under bending and splitting tensile loading, respectively. An incremental stress-resistivity model was used to predict the observed behavior of the piezoresistive polymer composite. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStress. =650 \0$aPiezoresistivity. =650 \0$aConstitutive modeling. =650 \0$aImpedance spectroscopy. =650 \0$aComposite materials. =650 \0$aCeramics, Glass, Composites, Natural Methods. =650 \0$aPolymer Sciences. =650 14$aImpedance spectroscopy. =650 24$aPiezoresistivity. =650 24$aStress. =650 24$aPolyester polymer composite. =650 24$aConstitutive modeling. =700 1\$aPrashanth, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120249.htm =LDR 03891nab a2200517 i 4500 =001 JTE20120224 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120224$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120224$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRL244 =082 04$a685/.43$223 =100 1\$aKrzeminska, Sylwia,$eauthor. =245 10$aPreliminary Evaluation of the Ergonomic Properties of Gloves for Protection Against Mineral Oils Based on Manual Dexterity Tests /$cSylwia Krzeminska, Emilia Irzmanska. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aThe objective of this study was to conduct a preliminary evaluation of the ergonomic properties of gloves designed for protection against mineral oils. Two standardized tests were employed for assessing comfort of use: the finger dexterity test and the grip and pull test. The study was carried out under conditions simulating the real-life usage of gloves; mineral oil was spread on the gloves' surface, which is a novelty relative to the methodology described in the relevant standards. Four types of gloves commonly used for protection against mineral oils were studied. The first test involved 10 human subjects, and the second 4 subjects. Preliminary evaluation of the ergonomic properties of gloves was conducted by means of the finger dexterity test (evaluation of fine finger movements) and a cylinder grip and pull test (evaluation of the gross movements of the arms and hands). These tests showed that mineral oil present on the surface of the gloves (in the dexterity test and the grip and pull test) negatively affected the ergonomic properties of the gloves. It was established that the glove material influenced the subjects' evaluation of the effort put into gripping and pulling a cylinder while wearing oiled gloves. The study also showed that the cylinder grip and pull test, used to examine the gross movements of the arms and hands, is more sensitive than the finger dexterity test and allows for more accurate verification of a glove material in the case of exposure to oils. It should be noted that gloves made entirely of chloroprene rubber exhibited the smallest decrease in ergonomic properties in the most difficult test involving oiled gloves and a cylinder. This material provides greater comfort of use than a liner coated with acrylonitrile-butadiene rubber or nitrile rubber. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMineral oils. =650 \0$aProtective gloves. =650 \0$aErgonomic tests of gloves. =650 \0$aGloves. =650 \0$aGloves, Protective$xadverse effects. =650 \0$aGloves, Protective$xstandards. =650 14$aProtective gloves. =650 24$aErgonomic properties of gloves. =650 24$aErgonomic tests of gloves. =650 24$aMineral oils. =700 1\$aIrzmanska, Emilia,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120224.htm =LDR 03280nab a2200529 i 4500 =001 JTE20120134 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120134$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120134$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a624.1/834$223 =100 1\$aSaje, Drago,$eauthor. =245 10$aShrinkage and Creep of Steel Fiber Reinforced Normal Strength Concrete /$cDrago Saje, Branko Bandelj, Jakob Šušteršic, Jože Lopatic, Franc Saje. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThis paper deals with the results of laboratory research into the time-related development of shrinkage and creep in normal strength concrete that has been steel fiber reinforced with volumetric contents of up to 2.0 % of shorter (l = 16 mm) or longer (l = 30 mm) steel fibers. The experimental research refers to the respective effects of the length and volumetric content of such fibers, as well as to the effect of early water curing conditions on the shrinkage and creep of the composite concerned. The results of the measurement of the autogenous, drying, and total shrinkage and the creep of the tested composites, as well as those corresponding to comparable concrete without fibers, are presented in the paper. The results of the experimental research show that the total shrinkage of such composites is, in general, about 15 % less than that of the comparable plain concrete without fibers. The autogenous shrinkage of the composites was nearly the same, but the drying shrinkage was considerably less than in the case of the comparable plain concrete. However, the creep of these composites differed only minimally from that of the comparable plain concrete. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConcrete creep. =650 \0$aConcrete shrinkage. =650 \0$aConcrete$xCreep. =650 \0$aConcrete$xExpansion and contraction. =650 \0$aConcrete$xCreep$xCongresses. =650 14$aSteel fiber reinforced concrete. =650 24$aConcrete shrinkage. =650 24$aConcrete creep. =700 1\$aBandelj, Branko,$eauthor. =700 1\$aŠušteršic, Jakob,$eauthor. =700 1\$aLopatic, Jože,$eauthor. =700 1\$aSaje, Franc,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120134.htm =LDR 03084nab a2200577 i 4500 =001 JTE20130039 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130039$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130039$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE471.15.S25 =082 04$a553.6/22$223 =100 1\$aTan, Yunliang,$eauthor. =245 10$aInhomogeneous Micro-Structure Influence on Macro-Crack of Sandstone /$cYunliang Tan, Yanchun Yin, Dongmei Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aSEM scanning and fractal dimension estimation were adopted to study the inhomogeneous microstructure features and its influences on the failure pattern of sandstone. The results show that different sandstones are of different self-similarities of microstructure. The average homogeneities of lithic arenite, greywacke, and subfeldspathic arenite are 5.61, 3.39, and 4.57 and estimated fractal dimensions of microstructure are 1.94, 1.52, and 1.84, respectively, indicating that the homogeneity of microstructure is well consistent with fractal dimension. The resulted macro-cracks of lithic arenite, greywacke, and subfeldspathic arenite are vertical cleavages, unordered discontinuous macro-cracks, and inclined macro-crack, respectively. The brittleness of lithic arenite, greywacke, and subfeldspathic arenite are 2.46, 3.54, and 2.61, respectively. The sandstone of brittleness tends to be easily ruptured in an abrupt manner, accompanying a sudden release of large elastic energy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMacrocrack. =650 \0$aBrittleness. =650 \0$aSEM scanning. =650 \0$aInhomogeneity. =650 \0$aMicrostructure. =650 \0$aFractal dimension. =650 \0$aSand. =650 \0$aSandstone. =650 14$aSEM scanning. =650 24$aFractal dimension. =650 24$aBrittleness. =650 24$aInhomogeneity. =650 24$aMicrostructure. =650 24$aMacrocrack. =700 1\$aYin, Yanchun,$eauthor. =700 1\$aHuang, Dongmei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130039.htm =LDR 02985nab a2200541 i 4500 =001 JTE20120365 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120365$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120365$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ825 =082 04$a333.9/2$223 =100 1\$aChang, Xiao-min,$eauthor. =245 10$aMeasuring Principles of a Thrust Flow Transducer and Its Applications in River Flow Velocity /$cXiao-min Chang, Xiao-yan Zhang, Jian-min Qin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aReal-time measurements of river flow velocities under the ice in winter are very difficult. An experimental apparatus of a new thrust flow transducer based on particle phase properties is proposed in this paper. The pull force on a traction cable produced by the floating ball in a fluid can be measured by our experimental apparatus. Then the forces produced on the rigid floating ball are used to calculate the fluid thrust. Finally, the flow velocity can be obtained using an empirical formulation between the fluid velocity and the thrust on the floating ball. Such a designed thrust flow transducer is simple and low cost and can be used not only for measuring the surface velocity of rivers, water channels, lakes, and oceans, but also for automatic measurements of water velocity, including of frazil slush that is under the ice sheet in rivers, water channels, lakes, and oceans in freezing conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFloating ball. =650 \0$aFlow transducer. =650 \0$aBalance of power. =650 \0$aTwo-phase flow dynamics. =650 \0$aVelocity. =650 \0$aTechnical properties. =650 \0$aEfficiency. =650 14$aFlow transducer. =650 24$aTwo-phase flow dynamics. =650 24$aBalance of power. =650 24$aFloating ball. =700 1\$aZhang, Xiao-yan,$eauthor. =700 1\$aQin, Jian-min,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120365.htm =LDR 03819nab a2200529 i 4500 =001 JTE20120317 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120317$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120317$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aGhabchi, Rouzbeh,$eauthor. =245 10$aMechanistic Evaluation of the Effect of WMA Additives on Wettability and Moisture Susceptibility Properties of Asphalt Mixes /$cRouzbeh Ghabchi, Dharamveer Singh, Musharraf Zaman, Qingyan Tian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aThis study used a mechanistic framework (i.e., surface free energy) to evaluate the moisture susceptibility of warm mix asphalt (WMA) with three different WMA additives, namely, Sasobit, Advera, and Evotherm. The surface free energy (SFE) components of modified PG64-22 asphalt binder with different percentages of WMA additives and selected aggregates were measured in the laboratory. The wettability, the work of adhesion, the work of debonding, and energy ratios were estimated in order to assess the moisture-induced damage potential of combinations of modified asphalt binders and different aggregates. The results indicate that Sasobit and Advera are able to reduce the moisture susceptibility potential of the mixes, but their use is not recommended with highly acidic aggregates such as granite. Evotherm resulted in the highest increases in wettability, total surface free energy, and increased work of adhesion and a reduction in the work of debonding, resulting in a better possible aggregate coating with asphalt binder and lower moisture susceptibility with all types of tested aggregates relative to those of other WMA additives. Furthermore, tensile strength ratio (TSR) tests were conducted on Advera and Evotherm-modified and neat (unmodified) asphalt mixes, and the results were compared with those from the SFE test. It was found that the SFE approach is a better indicator of moisture susceptibility than the traditional TSR test. The findings of the present study would help the highway engineers and agencies to better understand the moisture damage potential of flexible pavements constructed with WMA technologies. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWarm mix asphalt. =650 \0$aSurface free energy. =650 \0$aMoisture susceptibility. =650 \0$aPavements, Asphalt concrete$xMaterials$vHandbooks, manuals, etc. =650 \0$aWarm mix paving mixtures. =650 \0$aMix design. =650 14$aWarm mix asphalt. =650 24$aMoisture susceptibility. =650 24$aSurface free energy. =700 1\$aSingh, Dharamveer,$eauthor. =700 1\$aZaman, Musharraf,$eauthor. =700 1\$aTian, Qingyan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120317.htm =LDR 04060nab a2200589 i 4500 =001 JTE20120336 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120336$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120336$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHN15 =082 04$a622.2$223 =100 1\$aChen, Xu-Guang,$eauthor. =245 10$aIn Situ Observation and Model Test on Zonal Disintegration in Deep Tunnels /$cXu-Guang Chen, Qiang-Yong Zhang, Yuan Wang, Shu-Cai Li, Han-Peng Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aThe mechanical behavior of deep rock masses differs from that of shallow rock masses. Deep rock masses are classified into alternating fractured and intact zones. This unique geological phenomenon is known as zonal disintegration. It is difficult to explain the formation mechanism of such phenomenon under the framework of traditional rock mechanics. The fractured shape and forming conditions of this occurrence also remain unclear. In our present study, we conducted an exploration in deep tunnels of the Dingji coal mine in China to investigate the forming mechanism of zonal disintegration. This phenomenon was observed using a borescope TV. A geomechanical model test was then constructed based on the results of the exploration. An analogical material referred to as barites-iron-sand cementation analogical and optical scale multi-point displacement meters were developed independently for the model test. The model test was then used to validate zonal disintegration and monitor the formation process. The strain and displacement laws of the surrounding rocks during zonal disintegration were obtained and found to be non-monotonic. The fractured shape of zonal disintegration was determined, and the radii of the fractured zones were found to fulfill the relationship of geometric progression. The experimental results were in accordance with the in situ exploration findings. The mechanism of the zonal disintegration was revealed by theoretical analysis based on fracture mechanics. The fractured zones are reportedly circular and concentric to the cavern. Each fracture zone ruptured at the elastic-plastic boundary of the surrounding rocks and then coalesced into the circular form. The geometric progression ratio was found to be related to the mechanical parameters and the ground stress of the surrounding rocks. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIron (I) =650 \0$aSand (S) =650 \0$aBarites powder (B) =650 \0$aTensile strength (TS) =650 \0$aDeep diving. =650 \0$aTunnels. =650 \0$aTreasure troves. =650 14$aUnstrained compressive strength (UCS) =650 24$aDeformation modulus of elasticity (Edef) =650 24$aTensile strength (TS) =650 24$aIron (I) =650 24$aBarites powder (B) =650 24$aSand (S) =700 1\$aZhang, Qiang-Yong,$eauthor. =700 1\$aWang, Yuan,$eauthor. =700 1\$aLi, Shu-Cai,$eauthor. =700 1\$aWang, Han-Peng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120336.htm =LDR 02780nab a2200493 i 4500 =001 JTE20130012 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130012$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130012$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7895.B87 =082 04$a004.64$223 =100 1\$aShieh, Lon-Fon,$eauthor. =245 10$aEvaluating Smart Living Technology Strategies Using the Analytic Network Process /$cLon-Fon Shieh, Ching-Chiang Yeh, Ming-Cheng Lai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b45 =520 3\$aSmart living technology (SLT) is one of the most crucial information and communication technology application concerns for government and businesses. Many governments have initiated projects to promote SLT, but the evaluation models for these technologies are deficient and lack proper evaluation guidelines. This paper proposes an analytic network process for evaluating and selecting SLT strategies. It objectively identifies the related policy criteria and prioritizes the alternatives critical to the success of SLT promotion. To demonstrate the validity of this method, Taiwan's Intelligent Taiwan program is used as an illustrative case. The methodology and experience presented in this study could serve as a reference for policymakers making SLT-related decisions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSmart living technology. =650 \0$aAnalytic network process. =650 \0$aProcess control. =650 \0$aIntelligent control systems. =650 14$aInformation and communication technologies. =650 24$aSmart living technology. =650 24$aAnalytic network process. =700 1\$aYeh, Ching-Chiang,$eauthor. =700 1\$aLai, Ming-Cheng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130012.htm =LDR 03210nab a2200529 i 4500 =001 JTE20120272 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120272$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120272$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a620.1/361$223 =100 1\$aSedaghat, Ahmadreza,$eauthor. =245 10$aMeasurement and Prediction of Heat of Hydration of Portland Cement Using Isothermal Conduction Calorimetry /$cAhmadreza Sedaghat, A. Zayed, Paul Sandberg. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aTen industrial Portland cements were carefully tested continuously for up to seven days for their heat of hydration at 23°C, using isothermal conduction calorimetry in accordance with ASTM C1702. The internal mixing procedure was implemented for all the mixes, and external mixing was conducted on one of the cements. The results indicate that for a given Portland cement, the shape of the heat of hydration curve from three days to seven days can be modeled using an exponential function similar to that used in maturity concepts. The findings also indicate that such a function can be used in predicting the seven-day heat of hydration of Portland cement based on data collected for up to 84 h. The suggested approach could eliminate the need for measuring heat of hydration data at ages when the heat flow has decreased substantially to levels at which the signal-to-noise ratio is low. This work effectively proposes a method for accurately predicting the total heat generated by Portland cements at seven days based on heat flow measurements for up to 84 h. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aS-shaped function. =650 \0$aCement heat of hydration. =650 \0$aConcrete$xCracking. =650 \0$aConcrete$xThermal properties. =650 \0$aHeat of hydration. =650 14$aCement heat of hydration. =650 24$aIsothermal conduction calorimetry. =650 24$aS-shaped function. =650 24$aSignal-to-maximum baseline deviation ratio. =650 24$aInternal and external mixing. =700 1\$aZayed, A.,$eauthor. =700 1\$aSandberg, Paul,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120272.htm =LDR 02535nab a2200565 i 4500 =001 JTE20120322 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120322$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120322$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA711.5 =082 04$a624.1/5136$223 =100 1\$aLee, Landris T.,$eauthor. =245 10$aExpansive Clay Suction Measurements Using Filter Paper and Polymer-Capacitance Sensor Methods /$cLandris T. Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aTotal suction values of undisturbed partially saturated expansive soil samples were synchronously measured using filter paper and miniature polymer-capacitance sensors. Soil suction-water content curves derived from enclosed headspace water vapor measurements were obtained for each method. Shrink-swell measurements were then correlated to the total suction values in order to demonstrate the applicability of either test method for estimating potential volume change. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSwelling. =650 \0$aShrinkage. =650 \0$aYazoo clay. =650 \0$aActive zone. =650 \0$aRelative humidity. =650 \0$aPotential movement. =650 \0$aSoil-structure interaction. =650 \0$aSwelling soils. =650 \0$aFoundations. =650 14$aRelative humidity. =650 24$aSwelling. =650 24$aShrinkage. =650 24$aPotential movement. =650 24$aYazoo clay. =650 24$aActive zone. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120322.htm =LDR 03863nab a2200589 i 4500 =001 JTE20130014 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130014$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130014$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA712 =082 04$a620.1/36$223 =100 1\$aArslan, Mehmet Emin,$eauthor. =245 10$aModal Identification of Different RC Frames Using Experimental Measurements /$cMehmet Emin Arslan, Ahmet Durmus. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b43 =520 3\$aThe main purpose of this study is to determine dynamic characteristics, such as natural frequencies, mode shapes and damping ratios of reinforced concrete (RC) frames with low and normal strength concrete and compare them with each other using the operational modal analyses method under ambient vibration. For this purpose, full-scaled, one bay, and one-story RC frames with low and normal strength concrete are produced. The RC frames are vibrated by natural excitations with small impact effects, and the response signals are recorded using accelerometers during the tests. Measurement time-frequency span and effective mode number are determined by considering similar studies and literature. To obtain experimental dynamic characteristics, enhanced frequency domain decomposition and stochastic subspace identification methods are evaluated together. Results of ambient vibration tests show that dynamic characteristics change significantly depending on the material properties. It is shown that the ambient vibration measurements are enough to identify the most significant modes of RC frames as well. The first five natural frequencies are obtained experimentally for the RC frame with low and normal strength concrete between 14.99-155.20 Hz and 16.64-179.20 Hz, respectively. Dynamic characteristics should be verified using finite element analysis. Finally, inconsistency between experimental and analytical dynamic characteristics should be minimized by finite element model updating using some uncertain parameters such as material properties, boundary condition, and section properties to reflect the current behavior of the RC frames. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRC frames. =650 \0$aAmbient vibration. =650 \0$aLow strength concrete. =650 \0$aDynamic characteristics. =650 \0$aNormal strength concrete. =650 \0$aUnderground construction. =650 \0$aConcrete construction. =650 \0$aArchitectural practice. =650 14$aAmbient vibration. =650 24$aDynamic characteristics. =650 24$aOperational modal analysis. =650 24$aEFDD. =650 24$aSSI. =650 24$aRC frames. =650 24$aLow strength concrete. =650 24$aNormal strength concrete. =700 1\$aDurmus, Ahmet,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130014.htm =LDR 03320nab a2200553 i 4500 =001 JTE20120293 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120293$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120293$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA706 =082 04$a624.1/513$223 =100 1\$aWang, Jin-Ting,$eauthor. =245 10$aMeasurement and Evaluation of the Thermal Expansion Coefficient of Rock-Filled Concrete /$cJin-Ting Wang, Shuo Wang, Feng Jin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aRock-filled concrete (RFC), formed by pouring self-compacting concrete (SCC) into rock blocks, is a newly developed type of mass concrete. It is important to determine its coefficient of thermal expansion (CTE) in engineering applications. In this study the CTE of RFC was determined for the first time using thermal expansion tests. RFC with three rock rates was measured at different ages. Meanwhile, the CTEs of SCC and rock blocks were experimentally tested for subsequent numerical simulation and theoretical analysis. The CTE of RFC was then evaluated numerically and theoretically based on the constituent materials. A three-dimensional finite element model was built for the numerical simulation of the thermal expansion tests of RFC. In addition, two composite models were used for the theoretical evaluation of the CTE of RFC based on the material parameters of SCC and rock blocks. The obtained numerical and theoretical CTE values agree well with the experimental CTE value. The numerical simulation and theoretical formulas can be used to estimate the CTE of RFC, thereby overcoming the high cost of complex experimental measurements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNumerical simulation. =650 \0$aRock-filled concrete. =650 \0$aTheoretical calculation. =650 \0$aExperimental measurement. =650 \0$aRock mechanics$xCongresses. =650 \0$aConcrete$xCongresses. =650 \0$aSoil mechanics$xCongresses. =650 14$aRock-filled concrete. =650 24$aThermal expansion coefficient. =650 24$aExperimental measurement. =650 24$aNumerical simulation. =650 24$aTheoretical calculation. =700 1\$aWang, Shuo,$eauthor. =700 1\$aJin, Feng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120293.htm =LDR 03285nab a2200505 i 4500 =001 JTE20120181 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120181$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120181$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a625.85$223 =100 1\$aMogawer, Walaa S.,$eauthor. =245 10$aEffect of Binder Type, Mastic, and Aggregate Type on the Low-Temperature Characteristics of Modified Hot Mix Asphalt /$cWalaa S. Mogawer, Alexander J. Austerman, Sang-Soo Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aThe purpose of this study was to evaluate the effect of binder type, mastic, and aggregate type on the low-temperature cracking characteristics of asphalt mixtures. Six different performance grade (PG) binders were utilized for this study: PG64-28, PG64-28 with poly phosphoric acid, PG64-34 SBS, PG76-22 SBS, a terminal blend asphalt rubber, and PG64-28 with 2 % latex. Each binder was tested to determine its low-temperature cracking resistance using the asphalt binder cracking device (ABCD) and the Superpave tests. A Superpave 9.5 mm mixture was designed using each of the six binders for this study and two sources of aggregates (crushed stone and gravel). Each mixture was then tested for low-temperature cracking resistance using the asphalt concrete cracking device (ACCD). Mastics corresponding to each mixture were tested for low-temperature cracking resistance using the ABCD. Analysis of the results showed that the AASHTO critical cracking temperature had a strong correlation with the ABCD binder and mastics results, but did not correlate well with the mixture tests. Mastic testing generally did not correlate well with the mixture test results. ABCD and ACCD tests results indicated that they were sensitive to binder type, aging time, and aggregate types. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCracking. =650 \0$aLow temperature. =650 \0$aModified asphalt. =650 \0$aAsphalt$xMicrostructure. =650 \0$aMicromechanics. =650 14$aLow temperature. =650 24$aModified asphalt. =650 24$aCracking. =700 1\$aAusterman, Alexander J.,$eauthor. =700 1\$aKim, Sang-Soo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120181.htm =LDR 03008nab a2200565 i 4500 =001 JTE20120326 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120326$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120326$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC476.6 =082 04$a535/.355$223 =100 1\$aLin, Zhonghai,$eauthor. =245 10$aConcentration Effect on Photoluminescence Tests of the CdSe Colloid Nanocrystal System /$cZhonghai Lin, Zhilin Zhu, Minqiang Wang, Guangfen Wei, Huiqiu Du, Pinjian Wang, Yanwu Liu, Zhi Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aIn this study, monodispersed CdSe nanocrystal (NCs) were prepared by means of solution-phase synthesis. CdSe/CdS NCs were synthesized via successive ion layer adsorption and reaction on CdSe core NCs. The optical properties of CdSe and CdSe/CdS core/shell NCs dissolved in different solvents were investigated. We discuss here the photoluminescence properties of an NC system that are affected by the NC concentration and the solvent variety, including photoluminescence intensity variation and photoluminescence peak shift. The change in emission intensity is due to the influence of the solvent polarity and the NC concentration quenching effect. The phenomenon of a large blue shift of photoluminescence peaks with NC concentration is caused by interactions among the NCs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNanocrystal. =650 \0$aConcentration effect. =650 \0$aOptical characteristics. =650 \0$aSemiconductors. =650 \0$aLuminescence spectroscopy. =650 14$aNanocrystal. =650 24$aConcentration effect. =650 24$aOptical characteristics. =700 1\$aZhu, Zhilin,$eauthor. =700 1\$aWang, Minqiang,$eauthor. =700 1\$aWei, Guangfen,$eauthor. =700 1\$aDu, Huiqiu,$eauthor. =700 1\$aWang, Pinjian,$eauthor. =700 1\$aLiu, Yanwu,$eauthor. =700 1\$aYang, Zhi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120326.htm =LDR 02786nab a2200541 i 4500 =001 JTE20120178 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120178$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120178$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a625.85$223 =100 1\$aKhorasani, S.,$eauthor. =245 10$aNano-Mechanical Characterization of Mastic, Aggregate, and Interfacial Zone in Asphalt Composites /$cS. Khorasani, E. Masad, E. Kassem, R. K. Abu Al-Rub. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aThis study used a nanoindentation technique to explore the local nanoscale mechanical properties of material phases and interfaces in an asphalt concrete composite. Regions of aggregate and mastic and their interfaces were nanoindented, and the load-displacement curves were analyzed to calculate the elastic modulus and hardness of the three phases. The interface region was found to have hardness and modulus values between those of the aggregate and the mastic. This study contributes significantly to the nanoscale characterization of asphalt concrete composites, as it provides unique measurements of mechanical properties of phases and especially the interface at a very small scale. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNanoindentation. =650 \0$aNano-properties. =650 \0$aInterfacial zone. =650 \0$aAsphalt composites. =650 \0$aAsphalt$xMicrostructure. =650 \0$aMicromechanics. =650 14$aNanoindentation. =650 24$aAsphalt composites. =650 24$aInterfacial zone. =650 24$aNano-properties. =700 1\$aMasad, E.,$eauthor. =700 1\$aKassem, E.,$eauthor. =700 1\$aAbu Al-Rub, R. K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120178.htm =LDR 03014nab a2200505 i 4500 =001 JTE20120030 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120030$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120030$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBF441 =082 04$a153.4/2$223 =100 1\$aLin, Chin-Tsai,$eauthor. =245 10$aFuzzy-GIS Approach for Applying the AHP Multi-Criteria Decision-Making Model to Evaluate Real Estate Purchases /$cChin-Tsai Lin, Jun-Kun Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aThis work presents a novel housing performance evaluation approach for evaluating real estate purchases in Taipei. The proposed approach focuses on encouraging purchases to achieve better housing performance and supporting the decision-making ability of homebuyers in housing comparison and selection. The proposed approach compares the features of different houses by integrating the fuzzy geographic information systems (GIS) method with an analytic hierarchy process (AHP). The comprehensive evaluation of uncertainty variable data comprises 20 objective housing performance indicators, which were selected from a review of existing evaluation models, and GIS that handle both spatial and non-spatial data, as well as a fuzzy set approach. The weights of each category and indicator are calculated using AHP analysis. Finally, the application model is established via a field case study. The proposed approach is applicable for objective and practical evaluations, as well as for the comparison of residential housing alternatives. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFuzzy GIS. =650 \0$aHousing purchases. =650 \0$aIntuition. =650 \0$aReasoning. =650 \0$aThought and thinking. =650 14$aGeographic information systems (GIS) =650 24$aAnalytic hierarchy process (AHP) =650 24$aFuzzy GIS. =650 24$aHousing purchases. =700 1\$aLin, Jun-Kun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120030.htm =LDR 03273nab a2200505 i 4500 =001 JTE20120361 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120361$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120361$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a624.1771$223 =100 1\$aOzcelik, Ozgur,$eauthor. =245 10$aVariability of Modal Parameter Estimations Using Two Different Output-Only System Identification Methods /$cOzgur Ozcelik, Mohammad Salavati. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aAccurate damage identification in a structure depends on the accurate estimation of modal parameters; therefore, an important step in the vibration-based structural health monitoring process is the estimation of modal parameters. The purpose of this study was to investigate systematically the variability of identified modal parameters of a steel model bridge with low damping using simple statistical measures. In order to achieve this objective, first the modal parameters of an actual steel bridge were estimated using two different and widely used output-only system identification methods, the natural excitation technique with an eigensystem realization algorithm and enhanced frequency domain decomposition. Then a calibrated finite element model of the bridge was developed using the estimated modal parameters. Using the simulated data from the calibrated model, the variability of modal parameter estimations due to variability of the spatial sensor density, measurement/sensor noise, and response data length input factors was investigated. The input factors chosen are significant for the performance of the output-only system identification methods used and therefore are deemed important for accurate damage detection. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModel steel bridge. =650 \0$aStructural design. =650 \0$aSteel bridges. =650 \0$aConcrete bridges. =650 14$aStructural health monitoring. =650 24$aOutput-only system identification. =650 24$aEstimation variability of modal parameters. =650 24$aUncertainty quantification. =650 24$aModel steel bridge. =700 1\$aSalavati, Mohammad,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120361.htm =LDR 03792nab a2200625 i 4500 =001 JTE20120296 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120296$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120296$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD381 =082 04$a620.192$223 =100 1\$aCutulle, Matthew A.,$eauthor. =245 10$aEvaluation of a Cryogenic Sprayer Using Liquid Nitrogen and a Ballasted Roller for Weed Control /$cMatthew A. Cutulle, Gregory R. Armel, James T. Brosnan, Dean A. Kopsell, William E. Hart, J. Javier Vargas, Lori A. Gibson, Rebecca E. Messer, Alex J. McLemore, H. Adam Duncan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aCurrent weed-control practices might not be sustainable because of the increased incidence of herbicide-resistant weeds and the limited effectiveness of organic weed-control techniques. A cryogenic weed-control system was developed to improve weed control in row crops without the input of synthetic or organic pesticides. The cryogenic system applies liquid nitrogen to target weeds through a modified sprayer and then crushes the weeds with a ballasted mechanical roller. Greenhouse studies were initially performed to validate the biological impact of directed liquid nitrogen and mechanical pressure on large crabgrass (Digitaria sanguinalis L. Scop). Field studies were performed to evaluate the effects of the liquid nitrogen volume, spray nozzle height, and mechanical roller pressure on pitted morningglory (Ipomoea lacunosa L.) control. This weed was most effectively controlled with 9360 l/ha of liquid nitrogen applied with a nozzle raised 30 cm above the soil surface, followed by 41 kPa of pressure with the mechanical roller. The concept of cryogenic weed control was validated in a field experiment using mostly standard farm equipment. This cryogenic system provides a successful prototype for future designs utilizing liquid nitrogen for weed control. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCryogenic. =650 \0$aSustainable. =650 \0$aWeed control. =650 \0$aBallasted roller. =650 \0$aLow temperature engineering. =650 \0$aMaterials at low temperatures. =650 \0$aCryogenic processing. =650 14$aCryogenic. =650 24$aBallasted roller. =650 24$aWeed control. =650 24$aSustainable. =700 1\$aArmel, Gregory R.,$eauthor. =700 1\$aBrosnan, James T.,$eauthor. =700 1\$aKopsell, Dean A.,$eauthor. =700 1\$aHart, William E.,$eauthor. =700 1\$aVargas, J. Javier,$eauthor. =700 1\$aGibson, Lori A.,$eauthor. =700 1\$aMesser, Rebecca E.,$eauthor. =700 1\$aMcLemore, Alex J.,$eauthor. =700 1\$aDuncan, H. Adam,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120296.htm =LDR 02859nab a2200529 i 4500 =001 JTE20120362 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120362$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120362$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA1057.55 =082 04$a614.1$223 =100 1\$aLay, Yun-Long,$eauthor. =245 10$aImplementation and Use of Feasibility Assessment of Biometric Locker System for Swimmers /$cYun-Long Lay, Hui-Jen Yang, Chern-Sheng Lin, Chung-Ho Tsai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aA locker is used for the temporary storage of goods. This study implements a biometric locker using fingerprint recognition as a means of secure access to the locker for swimmers. The system captures the fingerprint of the user and requires a fingerprint match to reopen the locker door, ensuring that only the renter can open the locker door to remove its contents. This system eliminates the need for a key and increases security with regard to swimmers' belongings. Specifically, the implementation process and system recognition rate are examined in this study. Furthermore, an evaluation of use intention for lockers was used in this study for understanding the system's feasibility. The results indicate that system security, system usability, service convenience, and personal satisfaction separately impact use intention. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLocker. =650 \0$aFingerprint. =650 \0$aRecognition. =650 \0$aFingerprint-Verfahren. =650 \0$aEvidence, Expert. =650 \0$aDNA fingerprinting. =650 14$aFingerprint. =650 24$aLocker. =650 24$aRecognition. =700 1\$aYang, Hui-Jen,$eauthor. =700 1\$aLin, Chern-Sheng,$eauthor. =700 1\$aTsai, Chung-Ho,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120362.htm =LDR 02512nab a2200625 i 4500 =001 JTE10092J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10092J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10092J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA706.5 =082 04$a624.1/51/0723$223 =100 1\$aLord, AE.,$eauthor. =245 10$aAcoustic Emission Response of Dry Soils /$cAE. Lord, RM. Koerner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aAn investigation into the acoustic emission response of a series of axially stressed dry soil samples is presented in this study. The correlation between acoustic emissions and strain is noted and strongly suggests that acoustic emission monitoring of soil masses may lead to a nondestructive field evaluation technique. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSoils. =650 \0$aEmission. =650 \0$aAcoustics. =650 \0$aSoil tests. =650 \0$aStress waves. =650 \0$aSoil mechanics. =650 \0$aNondestructive tests. =650 \0$aSoils$xTesting$xCongresses. =650 \0$aAcoustic emission testing$xCongresses. =650 \0$aAcoustic emission testing. =650 \0$aRocks$xTesting. =650 \0$aSoils$xTesting. =650 14$aAcoustics. =650 24$aEmission. =650 24$aNondestructive tests. =650 24$aSoils. =650 24$aSoil mechanics. =650 24$aSoil tests. =650 24$aStress waves. =700 1\$aKoerner, RM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10092J.htm =LDR 02457nab a2200565 i 4500 =001 JTE10095J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10095J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10095J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC915 =082 04$a551.57$223 =100 1\$aTye, RP.,$eauthor. =245 10$aHeat Transmission in Cellulosic Fiber Insulation Materials /$cRP. Tye. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aMeasurements of heat transmission in a number of different loose fill cellulosic insulations have been made by heat flow meter and guarded hot plate methods. Effect of temperature and density have been studied together with a limited investigation on moisture effects. Variations of up to 18 percent occur in the same nominal materials from different sources. This fact indicates that the raw materials and their processing can have a significant influence on the heat transmission properties. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWood. =650 \0$aPaper. =650 \0$aRadiation. =650 \0$aConvection. =650 \0$aThermal insulation. =650 \0$aThermal conductivity. =650 \0$aMoisture. =650 \0$aCondensation. =650 14$aConvection. =650 24$aMoisture. =650 24$aPaper. =650 24$aRadiation. =650 24$aThermal insulation. =650 24$aThermal conductivity. =650 24$aWood. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10095J.htm =LDR 02702nab a2200649 i 4500 =001 JTE10097J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10097J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10097J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBF251 =082 04$a152.1/5$223 =100 1\$aWillertz, LE.,$eauthor. =245 13$aAn Acoustical Emission-Damping Fatigue Study of a 17-4 PH Steel /$cLE. Willertz, DO. Hunter. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThe acoustic emissions emitted from a 17-4 PH stainless steel were monitored while the specimen was undergoing fatigue testing in the torsional mode. Below the cyclical stress sensitivity limit (CSSL) of the material no abnormal emissions were detected, while at and above CSSL emissions were detected which could be attributed to fatigue damage which resulted in failure of the specimen. This test was the first in a series which will enable us to learn more about fatigue damage in various materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCyclic. =650 \0$aDamage. =650 \0$aDamping. =650 \0$aAcoustic. =650 \0$aEmission. =650 \0$aStresses. =650 \0$aSensitivity. =650 \0$aLog decrement. =650 \0$aFatigue (materials) =650 \0$aAcoustics. =650 \0$aAudition (Physiology) =650 \0$aPhysiological acoustics. =650 14$aDamping. =650 24$aFatigue (materials) =650 24$aEmission. =650 24$aAcoustic. =650 24$aStresses. =650 24$aSensitivity. =650 24$aCyclic. =650 24$aDamage. =650 24$aLog decrement. =700 1\$aHunter, DO.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10097J.htm =LDR 02786nab a2200577 i 4500 =001 JTE10090J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10090J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10090J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA750 =082 04$a627.5$223 =100 1\$aHummel, PL.,$eauthor. =245 10$aSampling of Maintenance Dredgings /$cPL. Hummel, RJ. Krizek. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aThe sampling of polluted maintenance dredgings during the different stages of a typical dredging and disposal operation presents a variety of difficult problems, and the results of tests on so-called representative samples must be evaluated with due regard for the manner in which the samples ere obtained. Described in this paper are the techniques employed and the special equipment developed to sample bottom sediments, materials from the hopper of a dredge, slurries from a discharge pipe, and soft materials from a partially consolidated hydraulic landfill; of special interest is the experience with lightweight, manually operated piston samplers in soft fills. Some appreciation for the variability of samples is given, and suggestions for improvements are advanced. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSampling. =650 \0$aSlurries. =650 \0$aSediments. =650 \0$aLightweight. =650 \0$aHydraulic fill. =650 \0$aPiston sampler. =650 \0$aManually operated. =650 \0$aHydraulic filling. =650 14$aSampling. =650 24$aSediments. =650 24$aSlurries. =650 24$aPiston sampler. =650 24$aHydraulic fill. =650 24$aLightweight. =650 24$aManually operated. =700 1\$aKrizek, RJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10090J.htm =LDR 03005nab a2200505 i 4500 =001 JTE10098J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10098J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10098J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBF482 =082 04$a612.744$223 =100 1\$aNakano, Y.,$eauthor. =245 10$aHigh Cycle Fatigue Crack Propagation Rates in Copper /$cY. Nakano, BI. Sandor. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThe crack propagation rate was studied on axially loaded specimens of oxygen-free, high conductivity copper tested in the high cycle life region. Fatigue tests were conducted under load control without a mean load. The variables of the test conditions were the engineering stress range, the average grain size, and the atmosphere (air and argon gas). The crack propagation rate during the first 80 percent of the life was determined by using an electropolishing technique. The rate was also measured after final failure of each specimen from the distances of the striations on the fracture surface observed through a scanning electron microscope. The crack propagation rate depended upon the test conditions as well as on the prior stress cycling. The crack propagation was divided into two main stages: the crack nucleation and microcrack development stage, and the crack propagation or macrocrack development stage. Argon gas atmosphere reduced the macrocrack propagation rate, but did not affect the crack nucleation and microcrack development significantly. Increasing the grain size shortened the crack nucleation stage markedly. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCopper. =650 \0$aCrack propagation. =650 \0$aFatigue (materials) =650 \0$aFatigue. =650 \0$aExhaustion. =650 14$aFatigue (materials) =650 24$aCopper. =650 24$aCrack propagation. =650 24$aSurface effects in fatigue. =700 1\$aSandor, BI.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10098J.htm =LDR 03583nab a2200709 i 4500 =001 JTE10089J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10089J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10089J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA931 =082 04$a531/.382$223 =100 1\$aRosinger, HE.,$eauthor. =245 12$aA Critical Assessment of the Cantilever Beam Method for the Determination of Dynamic Young's Modulus /$cHE. Rosinger, IG. Ritchie. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThe application of a noncontacting optical transducer for the measurement of flexural resonant frequencies and normal mode shapes of a cantilever beam is described. Results on the resonant frequencies of cantilever beams, gripped at the fixed end by a vise, are compared with the Bernoulli-Euler and Timoshenko beam theories. Although the mode shapes agree well with the theories, there are large discrepancies between the experimental variation of resonant frequency with inverse slenderness ratio and that predicted by the theories. These discrepancies are attributed to imperfect clamping. It is concluded that for accurate Young's modulus calculations from the measured resonant frequencies of cantilever beams, tests must be restricted to long slender beams. For beams which cannot be fabricated to meet this criterion, an empirical method is presented which yields Young's modulus to within ±3 percent on the specimens tested. For increased accuracy the free-free reasonant beam method should be used. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTransducer. =650 \0$aCantilever beams. =650 \0$aClamping optical. =650 \0$aRotatory inertia. =650 \0$aNormal mode shape. =650 \0$aShear coefficient. =650 \0$aResonant frequency. =650 \0$aShear displacements. =650 \0$aModulus of elasticity. =650 \0$aBernoulli-Euler theory. =650 \0$aTimoshenko beam theory. =650 \0$aFree-free resonant method. =650 \0$aElasticity. =650 \0$aElastic properties. =650 14$aModulus of elasticity. =650 24$aCantilever beams. =650 24$aResonant frequency. =650 24$aNormal mode shape. =650 24$aClamping optical. =650 24$aTransducer. =650 24$aBernoulli-Euler theory. =650 24$aTimoshenko beam theory. =650 24$aFree-free resonant method. =650 24$aShear displacements. =650 24$aRotatory inertia. =650 24$aShear coefficient. =700 1\$aRitchie, IG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10089J.htm =LDR 03504nab a2200721 i 4500 =001 JTE10093J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10093J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10093J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE471.3 =082 04$a552/.5$223 =100 1\$aAjaz, A.,$eauthor. =245 13$aAn Unconfined Direct Tension Test for Compacted Clays /$cA. Ajaz, RHG Parry. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aAlthough problems associated with total stress tension arise in soil structures such as earth embankments and multilayer pavements, no standard tension test for soils exists. An unconfined direct tension test, either strain controlled or load controlled, is described, which can be used to determine the tensile (total) stress-strain characteristics of compacted clays. The overall tensile strains in the specimen are determined by observing the displacement of two surface markers spiked into the specimen with a displacement measuring optical device (DMOD) capable of measuring to one-micrometer displacement. An alternative radiographic technique of monitoring strains has shown that the distribution of average tensile strains in the specimens is substantially uniform. Moreover, the failure of the tension specimen occurs in midsection, indicating a uniaxial transmission of tensile force to the specimen. Comparison of standard triaxial unconfined compression tests with unconfined tension tests shows that elastic moduli are not equal in compression and tension for compacted clays at a given moisture content. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aClays. =650 \0$aUniaxial. =650 \0$aPavements. =650 \0$aEarth dams. =650 \0$aUnconfined. =650 \0$aRadiography. =650 \0$aDisplacement. =650 \0$aTension tests. =650 \0$aTensile strain. =650 \0$aTensile stress. =650 \0$aCompacted clays. =650 \0$aInterparticle bonds. =650 \0$aClay. =650 \0$aAluminum silicates. =650 \0$aBinders (Materials) =650 14$aClays. =650 24$aCompacted clays. =650 24$aDisplacement. =650 24$aEarth dams. =650 24$aInterparticle bonds. =650 24$aPavements. =650 24$aRadiography. =650 24$aTension tests. =650 24$aTensile stress. =650 24$aTensile strain. =650 24$aUnconfined. =650 24$aUniaxial. =700 1\$aParry, RHG,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10093J.htm =LDR 02605nab a2200565 i 4500 =001 JTE10091J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10091J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10091J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS590 =082 04$a631.4/05$223 =100 1\$aTriandafilidis, GE.,$eauthor. =245 10$aSoil-Stress Gage Design and Evaluation /$cGE. Triandafilidis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aA state-of-the-art review of the various basic types of soil-stress gages available today (1973) is presented. The basic parameters that influence soil-stress measurements as well as the design and evaluation criteria of soil stress gage instrumentation for laboratory and field applications are discussed. Soil-stress gage performance is evaluated in terms of geometry, stiffness, pressure-sensitive and gross gage areas, unit weight, natural frequency, calibration, waterproofing, temperature sensitivity, signal-to-noise ratio, and placement characteristics. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSoils. =650 \0$aSoil mechanics. =650 \0$aDesign criteria. =650 \0$aSoil-stress gages. =650 \0$aMeasuring instruments. =650 \0$aState-of-the-art review. =650 \0$aSoil. =650 \0$aVegetable mold. =650 14$aSoils. =650 24$aSoil mechanics. =650 24$aMeasuring instruments. =650 24$aSoil-stress gages. =650 24$aDesign criteria. =650 24$aPerformance characteristics. =650 24$aState-of-the-art review. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10091J.htm =LDR 02902nab a2200553 i 4500 =001 JTE10099J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10099J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10099J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.O1 =082 04$a546/.721$223 =100 1\$aMakepeace, CE.,$eauthor. =245 10$aDesign and Analysis of Corrosion Experiments for Testing Materials Exposed to Gamma Radiation /$cCE. Makepeace. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe scope of metallurgical engineering applied research and development of cladding and encapsulation materials has been extended during recent years beyond those materials used in core and cladding and in non-core structural nuclear applications in research and power reactors. Materials for the encapsulation of radioisotopes for medical and commercial uses must also be carefully selected for their suitability for exposure initially up to two years in the reactor followed by four or five years in service. The susceptibility to corrosion of all of these materials is a most important consideration. Conventional weight loss and potentiostatic experiments require careful design of both the physical corrosion assembly and experimental method. In this paper a controlled laboratory experiment using a 50,000-Ci gamma irradiator is used as an example to exemplify the use of Statistical Design of Corrosion Experiments. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aCorrosion. =650 \0$aGamma rays. =650 \0$aStatistics. =650 \0$aSterilization. =650 \0$aOzone. =650 \0$aOxygen. =650 14$aCorrosion. =650 24$aStatistics. =650 24$aNuclear reactor materials. =650 24$aOzone. =650 24$aStresses. =650 24$aGamma rays. =650 24$aSterilization. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10099J.htm =LDR 02562nab a2200541 i 4500 =001 JTE10094J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10094J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10094J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.F5 =082 04$a620/.5$223 =100 1\$aMoore, RL.,$eauthor. =245 10$aStrain Measurement Techniques for Fiber Modulus Determination /$cRL. Moore, JK. Lepper. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aTwo techniques were employed to measure the tensile strain of Kevlar-49® organic fiber in an epoxy matrix. One, a direct averaging strain method, uses two linearly variable differential transformers whose hollow cores are supported by glass beads bonded to the fiber strand specimens. The other method is an indirect method using specimens of several gage lengths. The crosshead displacement for selected loads was determined for each gage length and the data were fit to a straight line by a least squares method and the unit strain calculated for each load. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEpoxy resins. =650 \0$aStrain measurement. =650 \0$aTensile properties. =650 \0$aLeast squares method. =650 \0$aModulus of elasticity. =650 \0$aFibers. =650 14$aFibers. =650 24$aTensile properties. =650 24$aEpoxy resins. =650 24$aModulus of elasticity. =650 24$aStrain measurement. =650 24$aLeast squares method. =700 1\$aLepper, JK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10094J.htm =LDR 02902nab a2200589 i 4500 =001 JTE10096J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10096J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10096J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLB1075 =082 04$a150$223 =100 1\$aRyder, JT.,$eauthor. =245 10$aTemperature Influence on Corrosion Fatigue Behavior of 5Ni-Cr-Mo-V Steel /$cJT. Ryder, JP. Gallagher. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aAn investigation of the below KIscc corrosion fatigue crack propagation behavior of 5Ni-Cr-Mo-V steel in a 3½ percent NaCl environmental solution is conducted with particular emphasis on the influence of frequency and temperature.The behavior is described using a generalized equation which incorporates the influence of temperature, frequency, and stress intensity range.The generalized equation dadN?CdadN?F{H(?K,f,T)} relates the corrosion fatigue crack growth rate, dadN?C, to the baseline cycle-dependent fatigue crack growth rate, dadN?F.The function H is an environmental enhancement multiple.The severity of the temperature influence on environmentally enhanced fatigue crack growth rates of steels in aqueous environments appears to be related to the inherent resistance of the material to environmental cracking. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aSalt water. =650 \0$aBelow KIscc. =650 \0$aFrequencies. =650 \0$aTemperature. =650 \0$aStress intensity. =650 \0$aCorrosion fatigue. =650 \0$aFatigue. =650 \0$aExhaustion. =650 14$aCorrosion fatigue. =650 24$aSteels. =650 24$aSalt water. =650 24$aBelow KIscc. =650 24$aTemperature. =650 24$aFrequencies. =650 24$aStress intensity. =700 1\$aGallagher, JP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10096J.htm =LDR 03378nab a2200553 i 4500 =001 JTE12606J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12606J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12606J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.52 =082 04$a691/.0287$223 =100 1\$aLow, B-H,$eauthor. =245 10$aDetermination of Thermal Diffusivity of Construction Materials /$cB-H Low, S-A Tan, T-F Fwa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThis paper describes a simple and rapid laboratory method for the measurement of the thermal diffusivity of construction materials by heat conduction in short cylindrical specimens. The technique is relatively simple and requires only the measurement of the temperature history at the midpoint of the specimen during heating and cooling in a constant thermal bath using an imbedded thermocouple. A unique theoretical solution is produced for transient heat conduction in a short cylinder which permits the deduction of the thermal diffusivity by curve fitting the experimental data to the theoretical curve. The solution takes into account the variation of cylinder heights and is specialized for specimens of 100 mm fixed diameter and conductivities in the range of 0.5 to 3.0 W/m-K. This solution is commonly applicable to construction materials such as asphaltic concrete, portland cement concrete, portland cement, and brick. Diffusivity is determined by a three-point fitting between experimental data and theoretical solution that verifies the consistency of the value obtained. Experiments for three types of materials, namely, asphaltic concrete, portland cement concrete, and hardened portland cement, are performed to validate the procedure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShort cylinder. =650 \0$aHeat conduction. =650 \0$aLaboratory testing. =650 \0$aThermal diffusivity. =650 \0$aConstruction materials. =650 \0$aBuilding materials$xThermal properties$xHandbooks, manuals, etc. =650 \0$aBuilding materials$xThermal properties. =650 14$aThermal diffusivity. =650 24$aConstruction materials. =650 24$aShort cylinder. =650 24$aHeat conduction. =650 24$aLaboratory testing. =700 1\$aTan, S-A,$eauthor. =700 1\$aFwa, T-F,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12606J.htm =LDR 03021nab a2200649 i 4500 =001 JTE12612J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12612J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12612J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620.1126$223 =100 1\$aMiller, GA.,$eauthor. =245 10$aCreep-Fatigue Interaction in T11 Boiler Tube Steel /$cGA. Miller, AR. Marder, SD. Holt, HR. Voorhees. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThis study was undertaken to assess the damage to the mechanical properties of T1l boiler tube steel resulting from about 200 000 h of service. Test results at 1000°F show that the service exposure degrades all strength properties. Tensile strength decreased from 60 to 37 ksi, 1000-h creep strength from 33 to 17 ksi, and fatigue strength (stress ratio = 0.1, life = 200 000 cycles) from 42 to 28 ksi. Also, there was a highly deleterious creep-fatigue interaction, with only 5% fatigue damage reducing creep rupture life by up to a factor of five. Property degradation was accompanied by the formation of voids and a change in the carbide morphology. These findings demonstrate the necessity for accounting for the creep-fatigue interaction in assessing the remaining life of utility components. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aSteel. =650 \0$aRupture. =650 \0$aCarbides. =650 \0$aStrength. =650 \0$aBoiler tube. =650 \0$aInterspersion. =650 \0$aMaterials$xFatigue$xTesting. =650 \0$aStrains and stresses$xTesting. =650 \0$aFatigue. =650 \0$aMaterials. =650 14$aCreep. =650 24$aFatigue. =650 24$aBoiler tube. =650 24$aSteel. =650 24$aRupture. =650 24$aCarbides. =650 24$aStrength. =650 24$aInterspersion. =700 1\$aMarder, AR.,$eauthor. =700 1\$aHolt, SD.,$eauthor. =700 1\$aVoorhees, HR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12612J.htm =LDR 02116nab a2200397 i 4500 =001 JTE12615J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12615J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12615J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD69.P75 =082 04$a658.4/04$223 =100 1\$aShuman, EC.,$eauthor. =245 10$aEngineering Project Management /$cEC. Shuman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aEngineering Project Management is part of a series on Cost Engineering. While the book is relatively short, 246 pages, the author has presented a wide range of details on many typical projects that are worthy of study by persons in managerial positions or who are inspired to become an effective manager. In a Preface, Blanchard gives reasons for the principles that are presented, but points out that there are so many ramifications in each project that answers to questions cannot be given like "recipes in a cookbook". Many terms are defined, including project. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aProject management. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12615J.htm =LDR 02301nab a2200517 i 4500 =001 JTE12605J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12605J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12605J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA490 =082 04$a620.17$223 =100 1\$aAlbrecht, P.,$eauthor. =245 10$aEvaluation of Rating Numbers for Atmospheric Corrosion Resistance of Weathering Steel /$cP. Albrecht, H. Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aThe term weathering steel describes a high-strength low-alloy composition consisting of a carbon steel base to which about 2% of alloying elements is added for corrosion resistance. These additions may consist of elements such as phosphorus, silicon, nickel, chromium, and copper within the limits prescribed in ASTM specifications A 242 and A 588. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRating numbers. =650 \0$aWeathering steel. =650 \0$aCorrosion resistance. =650 \0$aAlloys. =650 \0$aCorrosion and anti-corrosives. =650 \0$aElectric resistance. =650 \0$aSteel. =650 14$aWeathering steel. =650 24$aRating numbers. =650 24$aCorrosion resistance. =700 1\$aLee, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12605J.htm =LDR 02366nab a2200517 i 4500 =001 JTE12604J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12604J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12604J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA419 =082 04$a620.12$223 =100 1\$aWolfe, RW.,$eauthor. =245 10$aTest Apparatus for Simulating Interactive Loads on Metal Plate Wood Connections /$cRW. Wolfe, M. Hall, DA. Lyles. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aA method was needed to test metal plate connector joints in combined tension and bending. This required the development of special test grips as well as test and analytical procedures. This paper discusses the design and evaluation of an apparatus for testing metal plate connector joints in nominal 2 by 4 in. (standard 38 by 89 mm) lumber. This apparatus can be easily fabricated and adapted to several testing machines. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTest grip. =650 \0$aCombined load. =650 \0$aMetal connector plate. =650 \0$aWood construction$xTesting. =650 \0$aWood. =650 \0$aWood$xTesting. =650 14$aMetal connector plate. =650 24$aTest grip. =650 24$aCombined load. =700 1\$aHall, M.,$eauthor. =700 1\$aLyles, DA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12604J.htm =LDR 02471nab a2200421 i 4500 =001 JTE12614J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12614J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12614J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.C43 =082 04$a620.1/40426$223 =100 1\$aQuinn, GD.,$eauthor. =245 10$aCeramic Hardness /$cGD. Quinn. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis book was written with the aim of increasing the awareness of materials scientists, metallurgists, and engineers of recent developments in hardness testing of modern ceramics. Hardness is not a unique property, but is a response of the material to a specific indentor and test conditions. Several models of hardness are presented including simplified elastic or elastic plastic models, which set bounds upon the hardness limits. The sensitivity of hardness to crystallographic influences is well covered. The book covers the common test methods such as Mohs, Rockwell, Vickers, and Knoop, as well as less well known methods such as Berkovich and scratch hardness. Substantial progress has been made in recent years in utilization of microindentation methods to study fracture toughness, residual stress surface layers, and wear processes in ceramics. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCeramic materials$xTesting. =650 \0$aHardness$xTesting. =650 \0$aCeramic Hardness. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12614J.htm =LDR 02050nab a2200421 i 4500 =001 JTE12617J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12617J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12617J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.1/92$223 =100 1\$aBurnell, G.,$eauthor. =245 10$aInherently Conducting Polymers /$cG. Burnell. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe feasibility of electrically conducting polymers was explored theoretically in the 1960's but has been the subject of serious research only over the past decade or so. Dr. Aldissi's book reviews the progress of this research and describes the current state of the art. Various aspects of the subject are covered such as synthesis, properties, and applications, with the author adopting a mainly descriptive style. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConductingpolymers. =650 \0$aNanostructured materials. =650 \0$aPolymeric composites. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12617J.htm =LDR 02787nab a2200553 i 4500 =001 JTE12607J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12607J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12607J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a624.1/8$223 =100 1\$aParida, N.,$eauthor. =245 10$aReliability and Life Estimation from Component Fatigue Failures Below the Go-No-Go Fatigue Life Limit /$cN. Parida. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThe true reliability and the fatigue life of a connecting link made of low-alloy high-strength steel have been estimated from go-no-go fatigue test. Tests were conducted on a sample size of 130 randomly selected from a population of different heats. Test results were statistically evaluated using binomial, log-normal, and weibull distributions; the sample reliability was compared with the reliabilities estimated from all three of these distributions. It was observed that for a go-no-go test binomial distribution is preferred for more conservative estimation of the true reliability. The results also show that the life of the link follows a Weibull distribution. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aReliability. =650 \0$aFatigue life. =650 \0$aConfidence level. =650 \0$aBinomial distribution. =650 \0$aLog-normal distribution. =650 \0$aBuilding materials$xFatigue. =650 \0$aBuilding materials$xService life. =650 14$aGo-no-go fatigue tests. =650 24$aFatigue life. =650 24$aReliability. =650 24$aConfidence level. =650 24$aLog-normal distribution. =650 24$aBinomial distribution. =650 24$aTwo-parameter Weibull distribution. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12607J.htm =LDR 03507nab a2200589 i 4500 =001 JTE12611J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12611J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12611J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD491 =082 04$a628.1/5$223 =100 1\$aHossain, MK.,$eauthor. =245 10$aAnalysis of Large Diameter High-Density Polyethylene Plastic Pipes As Vertical Shafts in Landfills /$cMK. Hossain, RL. Lytton. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe recent trend in the increasing use of large diameter flexible plastic pipes as vertical shafts or manholes in landfills or hazardous waste containment areas has resulted in a need for a thorough understanding of the soil-structure interaction of these pipes for the purpose of design. In this paper the soil-structure interaction response of flexible vertical shafts in landfills is described. A plane strain finite element program is modified and converted into an axisymmetric finite element program which then is used to determine the displacements and stresses in the pipe and the surrounding fill. The analysis is comprehensive, considering the effects of incremental construction, compaction, and creep of the pipe and the fill material. The calculated responses of the finite element analysis are illustrated in a number of graphs which demonstrate how the lateral earth pressure, hoop stress and strain, vertical stress and strain, and vertical thrust in the pipe wall vary with the design variables. The variables are the pipe diameter and thickness, compaction level, duration of construction time, and fill depth. It is found that as the height of the pipe and fill increase, a stronger schedule of pipe needs to be used to prevent buckling. The hoop strain at the bottom of the pipe is the critical design element, since it is the only pipe response that increases with the soil and pipe creep. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aManhole. =650 \0$aPlastic. =650 \0$aFlexible. =650 \0$aAxisymmetric. =650 \0$aLarge-diameter. =650 \0$aVertical shafts. =650 \0$aPipe, Plastic$xTesting. =650 \0$aPolyvinyl chloride. =650 14$aVertical shafts. =650 24$aPipe. =650 24$aPlastic. =650 24$aFlexible. =650 24$aLarge-diameter. =650 24$aManhole. =650 24$aAxisymmetric. =650 24$aFEM. =700 1\$aLytton, RL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12611J.htm =LDR 02119nab a2200421 i 4500 =001 JTE12616J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12616J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12616J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD61 =082 04$a338.5$223 =100 1\$aJacobs, TL.,$eauthor. =245 10$aExperimentation and Uncertainty Analysis for Engineers /$cTL. Jacobs. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe stated objective of this book is to present "a logical approach to experimentation through the application of uncertainty analysis." The book is intended for upper level undergraduate and graduate courses and as a reference. Its examples and discussions are geared towards mechanical engineering problems and experiments. In addition, the book may be used as a reference for quantifying sources of error within an experimental process. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRisk assessment$xMathematical models. =650 \0$aRisk$xMathematical models. =650 \0$aUncertainty$xMathematical models. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12616J.htm =LDR 02763nab a2200505 i 4500 =001 JTE12613J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12613J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12613J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1800 =082 04$a621.36/92$223 =100 1\$aPowers, BL.,$eauthor. =245 10$aVibration Monitoring of Small Lightweight Components Using Fiber Optic Sensors /$cBL. Powers, SY. Chuang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aMeasurements of vibration resonant responses of lightweight components are difficult if the sensor's mass is comparable to the mass of the specimen. Fiber optic sensors, which are lightweight, are particularly attractive for this special application. To demonstrate the capability of fiber optic sensors for this unique application, a polarimetric fiber optic vibration monitoring system was developed to measure the resonant response of a capacitor (0.34 g) mounted vertically on a printed circuit board during a laboratory vibration test. A pronounced resonance peak around 1200 Hz was detected; this is in agreement with the first vibrational mode of the capacitor (1260 Hz) predicted by a NASTRAN finite element analysis. This resonance was suppressed by encapsulating the capacitor leads in RTV silicon rubber adhesive. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aResonant response. =650 \0$aFiber optic sensors. =650 \0$aVibration monitoring. =650 \0$aFiber optics. =650 \0$aOptical detectors. =650 \0$aFaseroptischer Sensor. =650 14$aVibration monitoring. =650 24$aFiber optic sensors. =650 24$aResonant response. =700 1\$aChuang, SY.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12613J.htm =LDR 02411nab a2200529 i 4500 =001 JTE12609J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12609J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12609J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA430 =082 04$a620.1/126$223 =100 1\$aFett, T.,$eauthor. =245 10$aMethods of Determining Subcritical Crack Growth by Static Lifetime Tests with Natural and Artificial Cracks /$cT. Fett, D. Munz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aDifferent procedures are described for evaluating v-KI curves of subcritical crack growth from lifetime measurements under static load for natural and artificial cracks. The lifetimes for a 99.6% A12O3 are evaluated as an example of application. Results for small natural cracks and artificial Knoop cracks are compared, and a rather good agreement of the v-K curves is observed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAluminum oxide. =650 \0$aCeramic materials. =650 \0$aSubcritical crack growth. =650 \0$aCeramic materials$xFracture. =650 \0$aFracture mechanics. =650 \0$aMaterials$xFatigue. =650 \0$aFractography. =650 14$aSubcritical crack growth. =650 24$aCeramic materials. =650 24$aAluminum oxide. =650 24$aFracture mechanics. =700 1\$aMunz, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12609J.htm =LDR 02903nab a2200565 i 4500 =001 JTE12610J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12610J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12610J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC78.7.U4 =082 04$a616.07/543$223 =100 1\$aBohringer, DE.,$eauthor. =245 10$aIn Situ Ultrasonic Examination of the Intense Pulsed Neutron Source (IPNS) Enriched Uranium Target Assembly /$cDE. Bohringer, DS. Kupperman, JL. Bailey, AE. Knox. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThe Intense Pulsed Neutron Source (IPNS) at Argonne National Laboratory is one of the nation's largest and most powerful sources of pulsed neutron beams for the study of atomic and molecular structures in solids and liquids. Due to large grains, preferred crystal orientation, and high neutron flux levels, irradiation growth of the enriched uranium target is a major factor in limiting the useful lifetime of the target assembly. Since predicting growth is difficult, in situ ultrasonic pulse-echo techniques are being used to periodically monitor the growth of the target assembly. Several tests have confirmed that irradiation growth of the target can be tracked and measured to an accuracy of 100 ?m. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aUranium. =650 \0$aNeutrons. =650 \0$aPulsed neutron source. =650 \0$aUltrasonic monitoring. =650 \0$aUranium target assembly. =650 \0$aUltrasonography$xExamination questions. =650 \0$aDiagnostic ultrasonic imaging. =650 14$aNeutrons. =650 24$aPulsed neutron source. =650 24$aUltrasonic monitoring. =650 24$aUranium. =650 24$aUranium target assembly. =700 1\$aKupperman, DS.,$eauthor. =700 1\$aBailey, JL.,$eauthor. =700 1\$aKnox, AE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12610J.htm =LDR 03019nab a2200589 i 4500 =001 JTE12608J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12608J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12608J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aE99.P9 =082 04$a738.3/0979$223 =100 1\$aSegall, AE.,$eauthor. =245 10$aAnalysis of Gas-Fired Ceramic Radiant Tubes During Transient Heating :$bPart I-Thermal Transient Modeling /$cAE. Segall, JR. Hellmann, MF. Modest. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aLow profile thermocouples were used to measure the external transient temperature distributions on open-ended silicon carbide radiant tubes during cold-start heating. The measured tube and furnace temperatures were used with radiant exchange relationships for gray-diffuse surfaces and natural convection formulations to calculate quasi-static effective heat transfer coefficients along the length of the tubes. Finite-element analysis was then used with the effective heat transfer coefficients to calculate the transient temperature distribution throughout the tube. Results indicate relatively mild radial temperature distributions during the heating conditions studied and the applicability of the analysis to different tube geometries and burner systems. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCeramic. =650 \0$aTransient. =650 \0$aRadiant tube. =650 \0$aThermal profile. =650 \0$aThermal diffusivity. =650 \0$aPueblo pottery$xThemes, motives. =650 \0$aPueblo pottery$xClassification. =650 \0$aCeramic materials$xSouthwest, New$xAnalysis. =650 \0$aCeramic materials$xAnalysis. =650 14$aCeramic. =650 24$aRadiant tube. =650 24$aTransient. =650 24$aThermal profile. =650 24$aEffective heat transfer coefficient. =650 24$aThermal diffusivity. =700 1\$aHellmann, JR.,$eauthor. =700 1\$aModest, MF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12608J.htm =LDR 02467nab a2200505 i 4500 =001 JTE10700J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10700J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10700J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGV436 =082 04$a613.7$223 =100 1\$aNelson, W.,$eauthor. =245 10$aFitting of Fatigue Curves with Nonconstant Standard Deviation to Data with Runouts /$cW. Nelson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThis paper presents maximum likelihood methods and a computer program for fitting fatigue curves with nonconstant standard deviation to data with runouts. The methods yield estimates and confidence limits for curve coefficients and percentiles of the life distribution at any stress level. Also presented are (1) the likelihood ratio test for comparing the fit to data of different types of fatigue curves and (2) graphical analyses of residuals to check the assumed fatigue life distribution, to assess fit of a curve, and to spot peculiar data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRunouts. =650 \0$aFatigue life. =650 \0$aFatigue curves. =650 \0$aCarlsonfatiguecurvetest. =650 \0$aPhysical fitness for men$xTesting. =650 14$aFatigue life. =650 24$aFatigue curves. =650 24$aNonconstant standard deviation. =650 24$aMaximum likelihood fitting. =650 24$aRunouts. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10700J.htm =LDR 03711nab a2200973 i 4500 =001 JTE10699J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10699J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10699J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP328 =082 04$a669.1413$223 =100 1\$aPestes, MN.,$eauthor. =245 10$aPiston Ring Deposits When Using Vegetable Oil as a Fuel /$cMN. Pestes, J. Stanislao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aThis paper documents the presence of piston ring deposits responsible for sticking piston rings in the diesel engine when using a vegetable oil-diesel fuel blend. It was found that piston ring immobilization is caused by carbon buildup on the combustion chamber side of the rings and in the annular space behind the rings. The carbon buildup is postulated to be the result of a polymerization growth process on preferred metallic surfaces. Most of the growth takes place on the relatively more stationary piston groove rather than on the ring. Carbon buildup preference was found for aluminum rather than cast iron at a common junction of the two metals. Possible solutions to these major problems are summarized. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBlowby. =650 \0$aCoking. =650 \0$aBiomass. =650 \0$aFouling. =650 \0$aScoring. =650 \0$aAdhesion. =650 \0$aSpalling. =650 \0$aCombustion. =650 \0$aPower loss. =650 \0$aPiston rings. =650 \0$aCylinder wall. =650 \0$aSafflower oil. =650 \0$aSunflower oil. =650 \0$aAlternate fuel. =650 \0$aCarbon buildup. =650 \0$aCottonseed oil. =650 \0$aDiesel engines. =650 \0$aPolymerization. =650 \0$aSticking rings. =650 \0$aVegetable oils. =650 \0$aCarbon deposits. =650 \0$aCompression loss. =650 \0$aPistonring. =650 \0$aCombustion engineering. =650 \0$aLiner. =650 14$aPiston rings. =650 24$aVegetable oils. =650 24$aDiesel engines. =650 24$aBlowby. =650 24$aSticking rings. =650 24$aPower loss. =650 24$aFuel. =650 24$aCarbon deposits. =650 24$aCompression loss. =650 24$aCarbon buildup. =650 24$aCoking. =650 24$aFouling. =650 24$aAdhesion. =650 24$aPolymerization. =650 24$aCylinder wall. =650 24$aScoring. =650 24$aSpalling. =650 24$aSunflower oil. =650 24$aSafflower oil. =650 24$aCottonseed oil. =650 24$aCombustion. =650 24$aAlternate fuel. =650 24$aBiomass. =700 1\$aStanislao, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10699J.htm =LDR 02613nab a2200565 i 4500 =001 JTE10707J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10707J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10707J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD195.N83 =082 04$a363.17/99$223 =100 1\$aBloomfield, RA.,$eauthor. =245 10$aCurrent Research into the Potential for Utilization of Mine Waste /$cRA. Bloomfield. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThe disposal of mining waste material in a structurally and environmentally safe manner has become an increasingly important problem. Whenever possible, potential use or reuse methods should be considered. This paper describes current research on four potential waste utilization techniques, namely (1) high-volume end uses for phosphogypsum waste, (2) underground backfilling with tailings or coal refuse, (3) use of mill tailings as a surface backfill, and (4) recovery of energy from controlled burnout of abandoned coal mine fires or coal refuse banks. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMining. =650 \0$aTailings. =650 \0$aBack-filling. =650 \0$aWaste disposal. =650 \0$aResource recovery. =650 \0$aWaste utilization. =650 \0$aRadioactivewastedisposal. =650 \0$aRadioactivewastedisposalin the ground. =650 \0$aSystem analysis. =650 14$aWaste disposal. =650 24$aTailings. =650 24$aResource recovery. =650 24$aMining. =650 24$aBack-filling. =650 24$aWaste utilization. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10707J.htm =LDR 02413nab a2200529 i 4500 =001 JTE10701J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10701J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10701J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC454.A2 =082 04$a535.8/4$223 =100 1\$aCameron, DG.,$eauthor. =245 10$aDeconvolution, Derivation, and Smoothing of Spectra Using Fourier Transforms /$cDG. Cameron, DJ. Moffatt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aMost spectrometers are now digitized, and many include a fast, programmable minicomputer. This has opened up the possibility of routine use of sophisticated data processing methods using Fourier transforms. This paper first covers the properties of spectral lines and their Fourier transforms. It then develops the method of Fourier deconvolution, shows the similarity of derivation, and concludes with a section on smoothing using transforms. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSmoothing. =650 \0$aDerivation. =650 \0$aDeconvolution. =650 \0$aFourier transformation. =650 \0$aAbsorption spectra$xDeconvolution. =650 \0$aspectra. =650 14$aSpectra. =650 24$aFourier transformation. =650 24$aSmoothing. =650 24$aDeconvolution. =650 24$aDerivation. =700 1\$aMoffatt, DJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10701J.htm =LDR 03254nab a2200469 i 4500 =001 JTE10704J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10704J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10704J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD319.S7 SOU =082 04$a363.73946$223 =100 1\$aHo, CL.,$eauthor. =245 10$aMethods for Determination of NH4+-N, NO3--N and Organic Forms of Nitrogen in Wastewaters /$cCL. Ho. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aMethods of steam distillation for the determination of NH4+, NO3-, NO2-, and organic forms of nitrogen in wastewaters are described. Oil and grease derived from petroleum and coal processing must be removed by successive extraction with benzene and cyclohexane before distillation begins. To prevent biological nitrogen transformation and assimilation, preservation of water samples with a suitable preservant, such as chloroform, and subsequent analysis of samples within one week are recommended. In the procedure, NH4+ was steam distilled with a specified amount of magnesium oxide, NH4+ + NO3- + NO2- with magnesium oxide plus Devarda's alloy in 3 to 4 min. Nitrite was effectively destroyed with sulfamic acid, thus, allowing its quantitative measurement by difference before and after sulfamic acid treatment, which is before steam distillation. Organic forms of nitrogen in protein, oil brine, and coals were quantitatively converted as NH4+ by a micro-Kjeldahl method at 360°C on a temperature controlled block (Technicon BD-40) digester for 1 to 5 h after clearing. Ammonium recovered by steam distillation is measured either by titration or by a spectrophotometric method. The latter is favored because of its high sensitivity and because only a small amount of sample is required. The methods are applicable to waters of various types. Interference by organic and inorganic substances in water has rarely been encountered. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNitrogen. =650 \0$aWastewater methods. =650 \0$aSlaughtering and slaughter-houses$xWastewaters$xManagement. =650 \0$awater. =650 14$aWater. =650 24$aNitrogen. =650 24$aWastewater methods. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10704J.htm =LDR 02629nab a2200541 i 4500 =001 JTE10702J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10702J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10702J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA642 =082 04$a624/.171/01512943$223 =100 1\$aBrown, CW.,$eauthor. =245 10$aMulticomponent Infrared Analysis Using P-Matrix Methods /$cCW. Brown. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aSpectroscopic data for single- and two-component systems showing strong deviations from Beer's law have been fitted with the following functions: Beer's law with first order term only, Beer's law with zero and first order terms, and a nonlinear function. The mathematics for performing the analyses are developed and applied to actual systems. Considerable improvements are noted with the more complex functions. The advantages of using a computer for processing the data include the ability to handle the more complex functions and the matrix manipulations. It is shown that these advantages ease the requirements for selecting analytical wavelengths. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRadiation. =650 \0$aFrequencies. =650 \0$aWavelengths. =650 \0$aSpectroscopy. =650 \0$aMatrix methods. =650 \0$aStructural analysis (Engineering)$xMatrixmethods. =650 \0$ainfrared analysis. =650 14$aInfrared analysis. =650 24$aSpectroscopy. =650 24$aRadiation. =650 24$aWavelengths. =650 24$aFrequencies. =650 24$aMatrix methods. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10702J.htm =LDR 02710nab a2200529 i 4500 =001 JTE10703J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10703J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10703J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD788 =082 04$a628/.44$223 =100 1\$aRiggin, RM.,$eauthor. =245 10$aMeasurement of Organic Halide Content of Aqueous and Solid Waste Samples /$cRM. Riggin, SV. Lucas, GA. Jungclaus, S. Billets. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThis paper describes a series of studies involving the use of "surrogate" methods for the determination of total organic halides, purgeable organic halides, and solvent-extractable organic halides in wastewater and solid wastes. A pyrolysis/microcoulometric system was used as the analytical detection device for all studies. Method performance data are presented for the various surrogate methods. The results obtained with the surrogate methods were compared to those obtained with compound-specific methods based on gas chromatography or combined gas chromatography-mass spectrometry. The advantages and limitations of using the surrogate methods in place of more sophisticated procedures are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWastewater. =650 \0$aSolid wastes. =650 \0$aOrganic halides. =650 \0$aSolidWaste. =650 \0$aFactory and tradewaste. =650 \0$aRefuse and refuse disposal. =650 14$aOrganic halides. =650 24$aWastewater. =650 24$aSolid wastes. =700 1\$aLucas, SV.,$eauthor. =700 1\$aJungclaus, GA.,$eauthor. =700 1\$aBillets, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10703J.htm =LDR 02782nab a2200565 i 4500 =001 JTE10706J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10706J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10706J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA1225 =082 04$a615.9/54$223 =100 1\$aFriedman, LC.,$eauthor. =245 10$aPilot Study for U.S. Geological Survey Standard Reference Water Samples for Pesticides /$cLC. Friedman, MJ. Fishman, DK. Boyle. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThe U.S. Geological Survey has been preparing and maintaining a library of standard reference water samples for inorganic constituents for 19 years. Recently, a pilot study was conducted to see if the reference-sample program could be expanded to include pesticides and other organic materials. Two samples containing organochlorine and organophosphorus insecticides, and chlorophenoxy acid herbicides were distributed to a number of laboratories in the United States. One of the samples also contained polychlorinated biphenyls. Interlaboratory data obtained from these round robin studies are presented with intralaboratory information on long-term stability. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPesticides. =650 \0$aInsecticides. =650 \0$aWater quality. =650 \0$aOrganic compounds. =650 \0$aInorganic compounds. =650 \0$aPesticides$xToxicology. =650 \0$aPesticides$xadverse effects. =650 \0$aPediatric toxicology. =650 14$aWater quality. =650 24$aInorganic compounds. =650 24$aPesticides. =650 24$aOrganic compounds. =650 24$aInsecticides. =700 1\$aFishman, MJ.,$eauthor. =700 1\$aBoyle, DK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10706J.htm =LDR 03312nab a2200565 i 4500 =001 JTE10705J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10705J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10705J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQP519.9.S58 =082 04$a572/.36$223 =100 1\$aHo, CL.,$eauthor. =245 10$aDetermination of Arsenic in Geologic, Biologic, and Water Samples by Flameless Atomic Absorption Spectrophotometry and Inductively Coupled Plasma Atomic Emisson Spectrometry Following Distillation /$cCL. Ho, S. Tweedy, C. Mahan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aA distillation method was used to separate arsenic trichloride from interfering substances in the presence of hydrochloric acid, hydrobromic acid, and hydrazine sulfate. Arsenic in distillate was determined by flameless graphite furnace atomic absorption spectrophotometry (GFAAS) and inductively coupled plasma atomic emission spectrometry (ICP-AES). Liberation of arsenic trichloride by distillation was not inhibited by NO3-, Ni+2, or other substances encountered in geological, biological, and water samples. Free nitric acid must be neutralized with potassium carbonate or removed by evaporation in the presence of sulfuric acid at 160°C (320°F) before arsenic trichloride distillation. Geochemical reference samples, U.S. Environmental Protection Agency (EPA) water standards, geological samples, and water samples were analyzed. Results of distilled arsenic trichloride in all reference samples agreed with the reported values. Without distillation, agreement with reported values was obtained only in water samples containing low matrix substances. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWater. =650 \0$aArsenic. =650 \0$aDistillation. =650 \0$aGraphite furnace. =650 \0$aspectrophotometry. =650 \0$aSpectrophotometry$xinstrumentation. =650 \0$aSpectrophotometry$xmethods. =650 14$aArsenic. =650 24$aDistillation. =650 24$aWater. =650 24$aGraphite furnace. =650 24$aAtomic absorption spectrophotometry. =650 24$aInductively coupled plasma atomic emission spectrometry. =700 1\$aTweedy, S.,$eauthor. =700 1\$aMahan, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10705J.htm =LDR 02855nab a2200541 i 4500 =001 JTE11492J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11492J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11492J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA367 =082 04$a620.28$223 =100 1\$aAnand, RS.,$eauthor. =245 12$aA PC-Based Near Real-Time Ultrasonic Imaging System for Flaw Characterization /$cRS. Anand, V. Kumar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThis paper presents the description of a PC-based ultrasonic imaging system which generates three types of pulse-echo ultrasound images, namely, A-scan, B-scan, and C-scan, almost in real time. The system has pulser-receiver circuitry employing a single ultrasonic probe working as both the transmitter and the receiver. The generated ultrasound signal is transferred to a PC-AT using the A/D conversion facility of a digital storage oscilloscope where it is processed for target echoes with their amplitude and location. Thereafter, this information is correlated to provide a particular type of image. The probe positioning for the images is accomplished by a motorized mechanical system made up of two stepping motors. This developed ultrasonic imaging system is fully automatic, user-friendly, and operator independent. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aThresholding. =650 \0$aStep averaging. =650 \0$aCross correlation. =650 \0$aPulse-echo images. =650 \0$aFast Fourier Transform. =650 \0$aUltrasonics. =650 14$aUltrasonic nondestructive evaluation. =650 24$aPulse-echo images. =650 24$aCross correlation. =650 24$aFast Fourier Transform. =650 24$aStep averaging. =650 24$aThresholding. =700 1\$aKumar, V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11492J.htm =LDR 03176nab a2200505 i 4500 =001 JTE11498J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11498J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11498J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD139.P6 =082 04$a547.7046$223 =100 1\$aPerkins, SW.,$eauthor. =245 10$aLocal Versus Global Strain Measurement of a Polymeric Geogrid /$cSW. Perkins, JL. Schulz, JA. Lapeyre. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aPolymeric geogrids, which consist of a planar polymeric material with a grid-like configuration, have become increasingly popular as a reinforcement inclusion in soil structures. As the use of geogrid materials has increased, so has the need to quantify both the in-air and in-soil mechanical behavior. Bonded resistance strain gages have been used to quantify the strain response of geogrids. Problems associated with gage mounting, bonding, and environmental protection must be addressed. The relationship between the local measured strain and the global strain must be established. In this paper, these issues have been addressed by conducting in-air tension tests on a particular geogrid. In general, it has been found that strain gages can be successfully bonded to the ribs of geogrids such that strains up to 7% can be recorded. These gages were successfully protected and used in a field application for a period of five months. Strains measured along the ribs of the geogrids were seen in this study to be 1.25 to 1.6 times the average strain applied across the specimen for monotonic loading. The two strains correspond nearly one-for-one for cyclic loading. The presence of the strain gage and accompanying cement appears to have little effect on the strain response. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGeogrid. =650 \0$aPolymer. =650 \0$aReinforcement. =650 \0$aPolymers$vAnalysis. =650 14$aBonded resistance strain gage. =650 24$aGeogrid. =650 24$aPolymer. =650 24$aReinforcement. =700 1\$aSchulz, JL.,$eauthor. =700 1\$aLapeyre, JA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11498J.htm =LDR 02794nab a2200577 i 4500 =001 JTE11494J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11494J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11494J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/126$223 =100 1\$aCassanelli, AN.,$eauthor. =245 10$aDetermination of ?pl Factor :$bInfluence of Side Grooving /$cAN. Cassanelli, LA. de Vedia, R. Herrera. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThe objective of this paper is to analyze the influence of side grooving on the ?pl factor in the ASTM Standard Test Method for JIc, a Measure of Fracture Toughness (ASTM E 813-89), for C(T) and SE(B) specimens. The method proposed by Sharobean and Landes to calculate the ?pl factor from blunt-notched specimens was utilized. Standard C(T) and SE(B) specimens were prepared out of a 30-mm-thick, 2.25 Cr-1 Mo. ASTM A-387-Gr22 type steel plate. The crack lengths considered ranged from 55% to 75% of the specimen width W, and three sets of specimens were prepared with 0% B, 25% B and 50% B double side grooving, respectively. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCracks. =650 \0$aJ-integral. =650 \0$aSide groove influence. =650 \0$aElastic-plastic fracture. =650 \0$aLoad-displacement records. =650 \0$aFracture mechanics. =650 14$aFracture mechanics. =650 24$aElastic-plastic fracture. =650 24$a?pl factor determination. =650 24$aSide groove influence. =650 24$aLoad-displacement records. =650 24$aJ-integral. =650 24$aLoad separability properties. =650 24$aCracks. =700 1\$ade Vedia, LA.,$eauthor. =700 1\$aHerrera, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11494J.htm =LDR 02511nab a2200505 i 4500 =001 JTE11495J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11495J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11495J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE516.4 =082 04$a551.9$223 =100 1\$aKim, J-D,$eauthor. =245 12$aA Study on the Prediction of Roundness Variation in Honing Using Hone Dynamics /$cJ-D Kim, M-S Choi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThis paper describes the simulation for estimating roundness variation according to the process variables in the honing process based on hone dynamics. Honing experiments were carried out to confirm the simulation results. The mandrel rotation speed and the workpiece stroke speed were treated as the main parameters in the simulation and the experiment. The honing force, which varies dynamically in the contact between the honing tool and workpiece, is the main cause of roundness variation. Honing tool and workpiece were assumed as a second-order system, i.e., a spring, mass and damper system in the modeling and analysis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aModeling. =650 \0$aSimulation. =650 \0$aHone dynamics. =650 \0$aRoundness variation. =650 \0$aGeochemical modeling. =650 14$aHone dynamics. =650 24$aSimulation. =650 24$aRoundness variation. =650 24$aModeling. =700 1\$aChoi, M-S,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11495J.htm =LDR 02732nab a2200481 i 4500 =001 JTE11497J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11497J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11497J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.T46 =082 04$a721/.0449$223 =100 1\$aSchindler, HJ.,$eauthor. =245 10$aDetermination of Tensile Properties at Increased Strain Rates and Various Temperatures /$cHJ. Schindler, M. Veidt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThis paper reports on the development and first application of a low-cost dynamic tension testing method which makes testing at strain rates in the range of 100/s to 500/s and various temperatures as simple as an instrumented Charpy test. The kinematical and kinetic analysis of the newly introduced, reusable clamping device allows the determination of the stress-strain curve from the measured force history during the tearing process. The first results show that the new technique is very promising to determine the influence of loading rate and temperature on the mechanical properties of structural materials, since the measured dynamic tensile properties compare well in absolute value as well as accuracy and reproducibility with those obtained using conventional high-speed tension testing facilities. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDynamic tensile testing. =650 \0$aHigh strain rate testing. =650 \0$aTensile architecture. =650 14$aDynamic tensile testing. =650 24$aHigh strain rate testing. =650 24$aInstrumented impact testing. =650 24$aDynamic material properties. =700 1\$aVeidt, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11497J.htm =LDR 02962nab a2200577 i 4500 =001 JTE11499J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11499J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11499J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRM733 =082 04$a612.2$223 =100 1\$aKayser, B.,$eauthor. =245 10$aExperiments Increase Understanding of Chronic Obstructive Lung Disease /$cB. Kayser. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe study of chronic obstructive lung disease shows that the discomfort experienced by sufferers of this disease is largely due to their inability to empty the lungs during expiration. After inducing pulmonary hyperinflation in healthy subjects, researchers studied the results in an attempt to develop new breathing techniques and upper-body strengthening exercises suitable for patients. Extensive instrumentation was required to monitor test subject's breathing patterns. A data acquisition and analysis package that allowed researchers to view, plot and analyze data while the experiment was being run was essential in quantifying the results of the experiments. The complete acquisition, analysis and plotting solution was built in a single software environment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aData acquisition. =650 \0$aAutomated analysis. =650 \0$aRespiratory muscle. =650 \0$aBreathing techniques. =650 \0$aPulmonary hyperinflation. =650 \0$aScientific data analysis. =650 \0$aBreathing Exercises. =650 \0$aDiagnostic Techniques, Respiratory System. =650 14$aAutomated analysis. =650 24$aBreathing techniques. =650 24$aChronic obstructive lung disease. =650 24$aData acquisition. =650 24$aPulmonary hyperinflation. =650 24$aRespiratory muscle. =650 24$aScientific data analysis. =650 24$aTechnical graphics software. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11499J.htm =LDR 02751nab a2200529 i 4500 =001 JTE11496J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11496J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11496J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA462 =082 04$a620.1/1223$223 =100 1\$aGolinkin, IA.,$eauthor. =245 10$aApplication of Analysis of Variance (ANOVA) Statistical Methods to Breaking Load Corrosion Test /$cIA. Golinkin, DD. Ruff, EP. Kvam, GP. McCabe, AF. Grandt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThe breaking load test was used for evaluating the effectiveness of a corrosion preventive compound to protect aluminum alloy 2024-T351 from stress corrosion cracking. This test determines the post-exposure fracture stress of smooth tensile coupons exposed to 3.5% NaCl alternate immersion while held at various stress levels. Three groups of specimens were examined: uncoated specimens, specimens coated before environmental exposure, and specimens coated after one day of exposure. Statistical procedures based on analysis of variance methods were used to analyze the data. This statistical methodology shows much promise as a general approach to analysis of breaking load test data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCorrosion testing. =650 \0$aBreaking load test. =650 \0$aAnalysis of variance. =650 \0$aCorrosion. =650 14$aBreaking load test. =650 24$aAnalysis of variance. =650 24$aCorrosion testing. =650 24$aStress corrosion cracking. =700 1\$aRuff, DD.,$eauthor. =700 1\$aKvam, EP.,$eauthor. =700 1\$aMcCabe, GP.,$eauthor. =700 1\$aGrandt, AF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11496J.htm =LDR 02693nab a2200469 i 4500 =001 JTE11493J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1997\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11493J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11493J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aBeres, W.,$eauthor. =245 12$aA Tapered Double-Cantilever-Beam Specimen Designed for Constant-K Testing at Elevated Temperatures /$cW. Beres, AK. Koul, R. Thamburaj. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1997. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aA compact, constant stress intensity factor, side grooved, tapered double-cantilever-beam (T-DCB) specimen has been designed for measuring elevated temperature creep and fatigue crack growth rates. This specimen is much smaller than the standard DCB specimen generally used for studying corrosion fatigue in airframe materials and it can be easily accommodated in standard furnaces generally used in elevated-temperature fracture mechanics testing. The specimen possesses a constant-K region of 30 mm. This constant-K crack length range was first established analytically through detailed two- and three-dimensional finite-element analyses and the finite-element calculations were further verified experimentally through quantitative fractographic analysis using the striation measurement technique. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack growth rate testing. =650 \0$aFracture mechanics. =650 14$aFracture toughness testing. =650 24$aCrack growth rate testing. =650 24$aDouble-cantilever-beam specimen. =700 1\$aKoul, AK.,$eauthor. =700 1\$aThamburaj, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 25, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1997$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11493J.htm =LDR 02762nab a2200577 i 4500 =001 JTE10245J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10245J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10245J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA479.S7 =082 04$a620.17$223 =100 1\$aManjoine, MJ.,$eauthor. =245 10$aTechniques for Fatigue Testing and Extrapolation of Fatigue Life for Austenitic Stainless Steels /$cMJ. Manjoine, EI. Landerman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aASTM has recommended practices for fatigue testing to obtain representative data and to allow comparison of data from different sources. This paper describes testing techniques that follow the guidelines of ASTM but that are modified to study the response of specific materials and to allow an extrapolation of the data to design service lives. The particular material illustrated is a cold-worked type 316 stainless steel (Unified Numbering System [UNS] S31600) in room temperature air. This and other austenitic alloys are characterized by having a relatively stable inelastic strain for a high percentage of life even up to lives beyond 108 cycles. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamage. =650 \0$aStrains. =650 \0$aCold working. =650 \0$aStress cycle. =650 \0$aLife prediction. =650 \0$aFatigue (materials) =650 \0$aStainless steel. =650 \0$aStainless steel industry. =650 14$aFatigue (materials) =650 24$aStrains. =650 24$aStress cycle. =650 24$aDamage. =650 24$aLife prediction. =650 24$a316 stainless steel. =650 24$aCold working. =700 1\$aLanderman, EI.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10245J.htm =LDR 03165nab a2200589 i 4500 =001 JTE10244J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10244J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10244J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.A6 =082 04$a620.1/866$223 =100 1\$aSovak, JF.,$eauthor. =245 10$aCorrelation of Data from Standard and Precracked Charpy Specimens with Fracture Toughness Data for HY-130, A517-F, and HY-80 Steel /$cJF. Sovak. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aFracture toughness data were obtained for three constructional alloy steels having yield strengths of 958, 752, and 552 MPa (139, 109, and 80 ksi) (HY-130, A517(F) [Unified Numbering System UNS K11576], and HY-80, respectively) by testing conventional Charpy V-notch (CVN), fatigue-precracked Charpy, and plane-strain fracture toughness KIc specimens. The data were used to evaluate proposed correlations between KIc data and data obtained with Charpy-type specimens and to develop additional correlations. Of the five correlations examined, a method based on standard CVN results that incorporated a temperature shift to relate impact to static data gave slightly better estimates of KIc values in the transition temperature region than the others. However, the best results over the widest temperature range were obtained from a correlation method based on a J integral estimation that predicts KIc values from the results of slow-bend tests of fatigue-precracked Charpy-type specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aToughness. =650 \0$aBend tests. =650 \0$aJ integral. =650 \0$aFracture tests. =650 \0$aTransition temperature. =650 \0$aStress intensity factors. =650 \0$aFracture mechanics. =650 \0$aCorrelation techniques. =650 14$aCorrelation techniques. =650 24$aFracture tests. =650 24$aTransition temperature. =650 24$aStress intensity factors. =650 24$aJ integral. =650 24$aToughness. =650 24$aBend tests. =650 24$aSteels. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10244J.htm =LDR 03304nab a2200685 i 4500 =001 JTE10246J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10246J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10246J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL521.3.T4 =082 04$a629.276$223 =100 1\$aCrawford, RJ.,$eauthor. =245 12$aA Microcomputer-Based System for Instrumented Impact Testing /$cRJ. Crawford, NV. McFerran, A. Ali. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aAs part of a program of research to study the influence of processing conditions on the impact strength of injection moldings, a relatively inexpensive modification has been made to an Izod type impact test machine so that fully instrumented tension impact tests may be carried out. The principle of operation of the system is described in detail. Basically a quartz load cell in the base of the test machine sends the impact signal through a charge amplifier to a transient recorder. Having thus stored the signal, the data is passed to a microcomputer where it is transformed from force-time to force-deformation. The trace is integrated to provide the impact strength of the test sample. This value is then printed out along with characteristic details of the sample, including a graph showing the shape of the force-deformation relationship. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture. =650 \0$aInterfacing. =650 \0$aMicrocomputers. =650 \0$aImpact strength. =650 \0$aInjection molding. =650 \0$aMaterials testing. =650 \0$aTension impact tests. =650 \0$aHigh strain-rate tests. =650 \0$aPlastic impact strength. =650 \0$aInstrumented impact tests. =650 \0$aFibrous composites$xTesting. =650 \0$aImpact tests. =650 14$aImpact tests. =650 24$aImpact strength. =650 24$aInjection molding. =650 24$aInstrumented impact tests. =650 24$aTension impact tests. =650 24$aPlastic impact strength. =650 24$aHigh strain-rate tests. =650 24$aMicrocomputers. =650 24$aInterfacing. =650 24$aMaterials testing. =650 24$aFracture. =700 1\$aMcFerran, NV.,$eauthor. =700 1\$aAli, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10246J.htm =LDR 02647nab a2200529 i 4500 =001 JTE10242J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10242J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10242J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC431 =082 04$a535.4$223 =100 1\$aLadson, JA.,$eauthor. =245 10$aMeasuring the Abrasion of Transparent Materials with Hazemeters /$cJA. Ladson, RE. Evans. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aAssessments of the amount of light scattering or haze caused by the abrasion of transparent plastics when measured with a collimated beam hazemeter at reduced beam diameter are shown to be affected by differences in amount of beam reduction. The data presented illustrate that most of the light scattered from a sample abraded with a Taber Abraser® is found in the angular cone between 0 and 2.5°. This is also the region subtended by the 1.3° annulus between the lightbeam and the exit port of a hazemeter conforming to ASTM Test for Haze and Luminous Transmittance of Transparent Plastics (D 1003). For this reason, measurement of abraded specimens is very sensitive to the beam geometry of the hazemeter. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAbrasion. =650 \0$aHazemeter. =650 \0$aLight scattering. =650 \0$aAbrasion resistance. =650 \0$aLight$xScattering. =650 \0$aScattering, Radiation. =650 14$aAbrasion. =650 24$aAbrasion resistance. =650 24$aHaze. =650 24$aHazemeter. =650 24$aLight scattering. =700 1\$aEvans, RE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10242J.htm =LDR 03558nab a2200745 i 4500 =001 JTE10241J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10241J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10241J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.6 =082 04$a624.1/76$223 =100 1\$aGroves, DJ.,$eauthor. =245 12$aA New Scale of Microtension Test for Polymers /$cDJ. Groves, RD. Sang, JT. Scott, IN. Scrutton, RP. Millie, DA. Wigley, PJ. Hendra. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aMicrotension tests on polyethylene, polypropylene, and polyethylene terephthalate are reported for grip separations typically around 10 mm and as little as 4 mm. A waist geometry of uniform radius is used and particular attention to grips and jaw facings is necessary. The results show these microtension specimens to behave in accordance with predictable sources of stress concentration, giving yield and draw processes free from grip influence. There is a small though significant decrease of around 2% when the mean values of yield or draw stress from the microtest are compared with conventional test data, although the testing errors are similar. The mean value of break strength is unaffected whether the microtest or conventional test is used, but the scatter about it is larger with the microtest. For many purposes the differences are small, and the material sample needed is considerably reduced. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDraw stress. =650 \0$aGrip facings. =650 \0$aPolypropylene. =650 \0$aTension tests. =650 \0$aSpecimen shape. =650 \0$aYield strength. =650 \0$aFracture stress. =650 \0$aPlastics testing. =650 \0$aMicrotension tests. =650 \0$aStatistical analysis. =650 \0$aStress concentration. =650 \0$aStructural analysis (Engineering) =650 14$aTension tests. =650 24$aStress concentration. =650 24$aYield strength. =650 24$aMicrotension tests. =650 24$aSpecimen shape. =650 24$aGrip facings. =650 24$aDraw stress. =650 24$aFracture stress. =650 24$aPolypropylene. =650 24$aPolyethylene terephthalate. =650 24$aPlastics testing. =650 24$aStatistical analysis. =700 1\$aSang, RD.,$eauthor. =700 1\$aScott, JT.,$eauthor. =700 1\$aScrutton, IN.,$eauthor. =700 1\$aMillie, RP.,$eauthor. =700 1\$aWigley, DA.,$eauthor. =700 1\$aHendra, PJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10241J.htm =LDR 02436nab a2200601 i 4500 =001 JTE10240J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10240J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10240J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH5511 =082 04$a693$223 =100 1\$aDavison, JI.,$eauthor. =245 10$aEffect of Temperature on Brick Suction /$cJI. Davison. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aA brief study has been carried out on the effect of temperature on brick suction or initial rate of absorption (IRA), which is a factor in determining the amount of water extracted from mortar placed between bricks. This is important during cold weather construction when the amount of water extracted determines the pore space available for expansive forces if the remaining water freezes at an early age. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShales. =650 \0$aSuction. =650 \0$aConcretes. =650 \0$aExtruding. =650 \0$aSand-lime. =650 \0$aDry pressing. =650 \0$aBricks. =650 \0$aClays. =650 14$aBricks. =650 24$aClays. =650 24$aShales. =650 24$aConcretes. =650 24$aSand-lime. =650 24$aExtruding. =650 24$aDry pressing. =650 24$aInitial rate of absorption. =650 24$aSuction. =650 24$aCold weather masonry construction. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10240J.htm =LDR 02848nab a2200601 i 4500 =001 JTE10243J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1982\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10243J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10243J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH8131 =082 04$a693.6$223 =100 1\$aJaegermann, C.,$eauthor. =245 10$aDevelopment of a Scratch-Test Instrument for Thick Wall Coverings /$cC. Jaegermann, R. Becker, M. Relis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1982. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aWhile establishing performance specifications for building elements, the authors have recognized the fact that there is no available test method for the direct investigation of scratch resistance of thick wall coverings. This has led to the development and manufacture of a prototype scratch-test instrument. Verification tests have been carried out on 18 types of laboratory samples and three existing walls. The research included investigation of repeatability of results, influence of speed of operation, influence of operator, performance fitness, and accuracy of results. Finally grading of the "degree of damage," according to the depth of scratch has been deduced. Acceptance criteria for different functional uses are suggested. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPlaster. =650 \0$aScratches. =650 \0$aWallboard. =650 \0$aInstruments. =650 \0$aPerformance. =650 \0$aSpecifications. =650 \0$aScratch resistance. =650 \0$aPlastering. =650 \0$aCoatings. =650 14$aScratches. =650 24$aPlaster. =650 24$aWallboard. =650 24$aInstruments. =650 24$aScratch resistance. =650 24$aPerformance. =650 24$aSpecifications. =700 1\$aBecker, R.,$eauthor. =700 1\$aRelis, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 10, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1982$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10243J.htm =LDR 03652nab a2200529 i 4500 =001 JTE12411J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12411J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12411J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH9182 =082 04$a628.925$223 =100 1\$aWinandy, JE.,$eauthor. =245 10$aEvaluation of a Boron-Nitrogen, Phosphate-Free Fire-Retardant Treatment. Part II. Testing of Small Clear Specimens per ASTM Standard D 5664-95, Methods A and B /$cJE. Winandy, D. Herdman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThe objective of this work was to evaluate the effects of a new boron-nitrogen, phosphate-free fire-retardant (FR) formulation on several mechanical properties of FR-treated wood and to assess the potential of this treatment for in-service thermal-induced strength loss resulting from exposure to high temperature. Fire-retardant-treated and untreated small clear specimens were cut from three wood species, Douglas-fir, southern pine, and white spruce, according to ASTM D 5664-95 and evaluated in bending and tension, compression, and shear parallel to grain. Evaluations were conducted before and after matched specimens were exposed at elevated temperature (150°F(66°C)) for 36, 72, or 108 days. The results indicate that treatment with FR and redrying followed by long-term exposure at high temperature could significantly affect some mechanical properties when compared to the same properties of untreated and unexposed controls. However, FR treatment and redrying in themselves did not have an across-the-board effect on all properties of specimens or on the rate of strength loss compared to the properties of matched untreated lumber exposed at 150°F (66°C) for up to 108 days. Our analysis indicated that for some species, some engineering properties will require modification, whereas other species-property combinations will not. Our results indicate that the likelihood of FR-treated lumber to experience in-service reduction in mechanical properties when exposed to elevated temperatures is no different than that of matched untreated material. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLumber. =650 \0$aRoof truss. =650 \0$aThermal degradation. =650 \0$aFire-retardant treatment. =650 \0$aBuilding failures$xSafety measures. =650 \0$aFire extinction$xSafety measures. =650 \0$aRoof trusses. =650 14$aLumber. =650 24$aRoof truss. =650 24$aThermal degradation. =650 24$aFire-retardant treatment. =700 1\$aHerdman, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12411J.htm =LDR 03052nab a2200577 i 4500 =001 JTE12409J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12409J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12409J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.192$223 =100 1\$aLandes, JD.,$eauthor. =245 10$aFracture Toughness Testing of Polymers Using Small Compact Specimens and Normalization /$cJD. Landes, SK. Bhambri, K. Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aFracture toughness tests were conducted on a polymeric material used in medical implants. The fracture behavior was ductile so that the toughness was measured using a J-R curve and JIc. The object of the test program was to compare the fracture toughness properties for different material treatments. The focus of this paper is to describe the procedure used to test the materials. Small specimens of the compact geometry are tested. Many parts of the procedure were similar to the standard test method used for metallic materials, but three issues that required a different approach were the focus of this work: the introduction of an initial defect, the testing rate, and the measurement of crack extension. The crack was introduced with a pressed razor blade cut, the loading rate was maintained constant at a rate of 0.06 in./s (0.15 mm/s) and the method of normalization was used to measure crack extension. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-R curves. =650 \0$aPrecracking. =650 \0$aLoading rate. =650 \0$aNormalization. =650 \0$aPolymer materials. =650 \0$aFracture toughness. =650 \0$aComposite materials$xFracture$xTesting. =650 \0$aFracture mechanics. =650 14$aPolymer materials. =650 24$aFracture toughness. =650 24$aJ-R curves. =650 24$aPrecracking. =650 24$aLoading rate. =650 24$aNormalization. =700 1\$aBhambri, SK.,$eauthor. =700 1\$aLee, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12409J.htm =LDR 03461nab a2200505 i 4500 =001 JTE12410J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12410J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12410J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH4811 =082 04$a694.2$223 =100 1\$aWinandy, JE.,$eauthor. =245 10$aEvaluation of a Boron-Nitrogen, Phosphate-Free Fire-Retardant Treatment. Part I. Testing of Douglas-Fir Plywood per ASTM Standard D 5516-96 /$cJE. Winandy, MJ. Richards. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe objective of this work was to evaluate (a) the effects of a new boron-nitrogen, phosphate-free fire-retardant (FR) formulation on the initial strength of Douglas-fir AB-grade plywood and (b) the potential of this FR treatment to experience subsequent thermal degradation inservice when exposed to elevated temperatures. Test Method ASTM D 5516 was generally followed. The results of our analysis indicated that treatment and post-treatment redrying with the new boron-nitrogen, phosphate-free FR had a significant negative effect of about 7% on bending strength and a significant negative effect of 26% on energy-related properties, such as work to maximum load. The properties of modulus of elasticity and maximum moment canying capacity were not significantly reduced. Our results indicate that the likelihood of FR-treated plywood to experience in-service reduction in mechanical properties when exposed to elevated temperatures is no different than that of matched untreated plywood. As a result of our analysis, we recommend a revision to the cutting procedure specified by D 5516-96. We recommend that users first cut the specimens, then inspect and cull specimens with defects, and finally allocate specimens to experimental groups prior to FR treatment and redrying. We also recommend the substitution of commercially available grades of higher quality plywood, such as AA or AB, for the custom-made N-grade plywood currently recommended by D 5516-96. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPlywood. =650 \0$aSheathing (Building materials) =650 \0$aRoof sheathing. =650 \0$aThermal degradation. =650 \0$aFire-retardant treatment. =650 14$aPlywood. =650 24$aRoof sheathing. =650 24$aThermal degradation. =650 24$aFire-retardant treatment. =700 1\$aRichards, MJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12410J.htm =LDR 03579nab a2200553 i 4500 =001 JTE12412J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12412J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12412J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRD533 =082 04$a617/.375059$223 =100 1\$aWinandy, JE.,$eauthor. =245 10$aEvaluation of a Boron-Nitrogen, Phosphate-Free Fire-Retardant Treatment. Part III. Evaluation of Full-Size 2 by 4 Lumber per ASTM Standard D 5664-95 Method C /$cJE. Winandy, W. McNamara. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe purpose of this work was to evaluate the effects of a new boron-nitrogen, phosphate-free fire-retardant (FR) formulation on the initial strength of No. 1 southern pine 2 by 4 lumber and its potential for in-service thermal degradation. The lumber was evaluated according to Method C of the D 5664 standard test method. The results indicated that for lumber exposed at 150°F (66°C) for 108 days, FR treatment and redrying significantly (? <= 0.10) decreased initial bending strength by about 13% compared to that of untreated controls. No significant difference occurred in the rate of strength loss over time of exposure. This infers that, after accounting for the initial reduction in strength, the field performance of FR-treated lumber should be comparable to that of untreated lumber. From a practical standpoint, the effect of FR treatment on maximum load capacity was similar to that on bending strength. Treatment significantly reduced work to a maximum load by 29%, but it had no differential effect on the rate of change in this property when the lumber was exposed to elevated temperatures. Although modulus of elasticity was not significantly changed by treatment, this property was significantly increased by extended exposure at high temperature. In summary, the reduction in mechanical properties for FR-treated 2 by 4 lumber occurred at a rate no different than that for matched untreated lumber when exposed to elevated temperature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLumber. =650 \0$aTreatment. =650 \0$aFire-retardant. =650 \0$aHigh temperature. =650 \0$aThermal degradation. =650 \0$aLumbar vertebrae$xDiseases. =650 \0$aBackache$xTreatment. =650 \0$aBack Pain$xtherapy. =650 14$aFire-retardant. =650 24$aTreatment. =650 24$aThermal degradation. =650 24$aHigh temperature. =650 24$aLumber. =700 1\$aMcNamara, W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12412J.htm =LDR 03082nab a2200565 i 4500 =001 JTE12414J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12414J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12414J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBF698.8.S79 =082 04$a155.2/8$223 =100 1\$aZhang, L.,$eauthor. =245 10$aComparison of Random and Partition Testing Considering the Test Profile /$cL. Zhang, X. Luo, M. Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThere has been much interest in the analysis of the effectiveness of partition and random testing. Investigators studied and compared these two strategies from different points of view and came to different conclusions. Some used the probability of detecting at least one failure to quantify the fault-detecting ability of a testing strategy. Some used the expected number of failures detected to assess them. But they did not consider the test profile. Differing from this early work, this paper compares random testing with partition testing by looking at three parameters: the confidence index, the upper confidence bound, and the total number of test cases, considering the test profile. Our results show that random testing generally performs better than partition testing and equally as well as partition testing when the operational profile coincides with the test profile. We also derive the formulas to calculate the three indexes for random and partitional testings. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTest profile. =650 \0$aFailure probability. =650 \0$aOperational profile. =650 \0$aSymbolicprofile(Personalitytest) =650 \0$aRandom Testing. =650 \0$aPartition Testing. =650 \0$aStrains and stresses$xTesting. =650 \0$aFatigue. =650 14$aPartition testing. =650 24$aRandom testing. =650 24$aFailure probability. =650 24$aOperational profile. =650 24$aTest profile. =700 1\$aLuo, X.,$eauthor. =700 1\$aChen, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12414J.htm =LDR 02774nab a2200517 i 4500 =001 JTE12407J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12407J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12407J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA355 =082 04$a620.3/028/7$223 =100 1\$aKucharski, S.,$eauthor. =245 10$aMicroindentation Test for Charaterization of Plastic Properties of Laser Alloyed Layers /$cS. Kucharski, J. Radziejewska. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aIn this paper a method of characterization of plastic material properties of the surface layers constituted by laser alloying is proposed. The applied characterization method is based on the analysis of load-penetration depth curves obtained in repeated loading-unloading-reloading microindentation tests. Spherical indenters were used. A Stellite™ alloyed layer and a tungsten carbide alloyed layer were considered. The results of metallographic analysis of the layers and their microstructure are presented. The method was also used for the characterization of plastic parameters for carbon steel. Its stress-strain curve generated by the characterization process is compared with that obtained in a tension test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLaser alloyed layers. =650 \0$aMicroindentation test. =650 \0$aHolographic interferometry. =650 \0$aLaser Doppler velocimeter. =650 \0$aLaser interferometers. =650 \0$aNondestructive testing. =650 14$aStress-strain relationship measurement. =650 24$aNondestructive testing. =650 24$aLaser alloyed layers. =650 24$aMicroindentation test. =700 1\$aRadziejewska, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12407J.htm =LDR 02600nab a2200481 i 4500 =001 JTE12415J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12415J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12415J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBF698.8.S79 =082 04$a155.2/8$223 =100 1\$aFu, HQ.,$eauthor. =245 10$aFatigue-Creep Dynamic Strain Rate Map of a Fe-Ni-Cr Alloy with Coarse Branch Crystals /$cHQ. Fu, CG. Liang, ZS. Hua. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThe effect of branch crystals on fatigue-creep deformation behavior of a Fe-Ni-Cr casting alloy has been studied. The different orientations between the branch crystal boundaries and the loading axis played an important role in inducing the deformation process. The fatigue-creep dynamic strain rate curves could be classified into three interaction regions according to the differing stress dependence of the fatigue creep strain rate. A new characteristic strain rate map with three fatigue-creep interaction regions of a Fe-Ni-Cr casting alloy with different branch crystal orientations has been established to provide full information on deformation under a wide range of combinations of fatigue and creep stresses. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue-creep. =650 \0$aCoarse branch crystal. =650 \0$aDynamic strain rate map. =650 14$aFatigue-creep. =650 24$aCoarse branch crystal. =650 24$aDynamic strain rate map. =700 1\$aLiang, CG.,$eauthor. =700 1\$aHua, ZS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12415J.htm =LDR 02658nab a2200601 i 4500 =001 JTE12416J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12416J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12416J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN773 .W67 2010 =082 04$a541.3305$223 =100 1\$aDeflorian, F.,$eauthor. =245 10$aTesting of Protective Organic Coatings on Metals :$bComparison of Salt Spray and Electrochemical Impedance Spectroscopy /$cF. Deflorian, S. Rossi, L. Fedrizzi, PL. Bonora. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aBoth electrochemical impedance spectroscopy (EIS) and the salt spray chamber are very popular techniques for testing the protective properties of organic coatings. It is common that the results obtained by the two methods often show significant differences and it is difficult to compare the performances. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBlistering. =650 \0$aStatistics. =650 \0$aSalt spray test. =650 \0$aLight metal alloys$xTesting$xCongresses. =650 \0$aLight metal alloys$xCorrosion$xCongresses. =650 \0$aLightweight construction$xCongresses. =650 \0$aCorrosion and anti-corrosives. =650 \0$aMetal coating. =650 \0$aMetals. =650 \0$aProtective coatings. =650 14$aElectrochemical impedance spectroscopy. =650 24$aSalt spray test. =650 24$aStatistics. =650 24$aBlistering. =650 24$aProtective organic coating. =700 1\$aRossi, S.,$eauthor. =700 1\$aFedrizzi, L.,$eauthor. =700 1\$aBonora, PL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12416J.htm =LDR 03324nab a2200625 i 4500 =001 JTE12413J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12413J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12413J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL521.3.C6 =082 04$a629.47$223 =100 1\$aHarada, T.,$eauthor. =245 10$aFatigue Crack Detection with Estimation of Stress Fields Near a Notch Root of Thin Plate Structures in In-Plane Loading /$cT. Harada, H. Noguchi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aA practical method is proposed for in situ fatigue crack detection in actual notched structures. This method is available for the cases where the initiation position and propagation direction of a crack are uncertain and the load direction or the load mode changes. In the present method, the stress fields near a notch root are estimated using the general stress function in a polar coordinate system and the stress values obtained from strain gages around the notch root. The stress fields are characterized by the residual stress due to plastic deformation around a fatigue crack. Not only a propagating crack but also a nonpropagating crack can be detected from the characteristic stress field. Moreover, the detection limitation is subject to the strength of the residual stress field relative to an elastic stress field due to external loads. The fatigue experiment of a notched specimen of steel was carried out. In the present experiment, a 0.33-mm-long crack could be detected in the notch whose root radius was 12.5 mm. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNotch. =650 \0$aStrain gage. =650 \0$aCrack length. =650 \0$aCrack detection. =650 \0$aActual structure. =650 \0$aStress contour map. =650 \0$aTheory of elasticity. =650 \0$aNondestructive inspection. =650 \0$aCrack propagation. =650 \0$aFatigue tests. =650 \0$aFatigue Crack Detection. =650 14$aNondestructive inspection. =650 24$aNotch. =650 24$aTheory of elasticity. =650 24$aCrack detection. =650 24$aCrack length. =650 24$aStrain gage. =650 24$aActual structure. =650 24$aStress contour map. =700 1\$aNoguchi, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12413J.htm =LDR 04634nab a2200565 i 4500 =001 JTE12408J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12408J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12408J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE192 =082 04$a388.3472$223 =100 1\$aMcKenna, SP.,$eauthor. =245 10$aMethods for Fatigue Testing Off-Road Bicycle Handlebars Based on Assembly Effects Using Two Different Stem Designs /$cSP. McKenna, MR. Hill, ML. Hull. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aAssembly of off-road bicycle handlebars with a stem that clamps the handlebar around its circumference would be expected to affect fatigue performance by introducing both assembly stresses and stress concentration. Because the effect of clamping on fatigue performance is unknown and because of the need to insure structural reliability in the stem-handlebar assembly to prevent serious injury, the objectives of the work reported by the present article were fourfold. One was to determine the stresses due to assembly and the stress concentration induced in a handlebar for two different clamp designs (i.e. 1-bolt and 2-bolt), a second was to determine experimentally the high cycle constant amplitude load fatigue lives of the two stem-handlebar assemblies, a third was to determine experimentally the variable amplitude load fatigue lives, and the fourth was to predict the variable amplitude load fatigue life with constant amplitude load fatigue test results. The handlebar was instrumented with strain gages and the assembly strains were measured when the stem clamps were tightened. The handlebar was also loaded as a cantilever beam while the applied strains were measured for each assembly. Stresses were computed and the maximum stresses induced by clamping exceeded 200 MPa for both assemblies. A method unique to this study was devised to determine the stress concentration at an arbitrary angular location around the circumference of the handlebar and for an arbitrary loading direction in the plane of the bicycle. For a load directed along an angle of -38° (clockwise rotation from horizontal viewed from the right), both stems created similar stress concentration; the location of maximum applied stress was shifted by 30° from the point that would be expected in the absence of assembly and the stress was increased by 40% at this location. The measured fatigue lifetimes for constant amplitude loading were similar for the two stem designs but the variable amplitude load fatigue lifetime for the 1-bolt stem assembly was shorter than that for the 2-bolt stem assembly by 19%. The fatigue lifetimes for variable amplitude loading based on constant amplitude load fatigue test results were predicted to within 3% and 33% for the 1-bolt and 2-bolt stems, respectively. Thus, constant amplitude load fatigue test results can be used to approximate the variable amplitude load fatigue life. However, the ranking of different assemblies may not be accurately indicated by constant amplitude load fatigue data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBicycle. =650 \0$aFatigue. =650 \0$aAssembly. =650 \0$aHandlebar. =650 \0$aStress concentration. =650 \0$aBicycle helmets$xImpact testing$xGreat Britain. =650 \0$aGeogrids$xTesting. =650 \0$aFatigue Testing. =650 14$aBicycle. =650 24$aHandlebar. =650 24$aFatigue. =650 24$aAssembly. =650 24$aStress concentration. =700 1\$aHill, MR.,$eauthor. =700 1\$aHull, ML.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12408J.htm =LDR 03314nab a2200625 i 4500 =001 JTE12417J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2003\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12417J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12417J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTF23.U68 =082 04$a625.14$223 =100 1\$aKenderian, S.,$eauthor. =245 10$aUltrasonic Attenuation and Velocity in Pearlitic Rail Steel During Fatigue Using Longitudinal Wave Probing /$cS. Kenderian, TP. Berndt, RE. Green, B. Boro Djordjevic. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2003. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aA computer-controlled narrowband ultrasonic pulser/receiver system was used to determine changes in the coefficient of attenuation and the acoustic velocity in pearlitic steel specimens during reverse bending fatigue. The specimens were interrogated through their length, in a direction normal to the loading and crack formation planes, using longitudinal wave bursts at 5 MHz. The ultrasonic data are compared with microscopic observations of microcracks in the fatigue-damaged zone and the fractured surfaces. The pattern in which attenuation evolves with respect to fatigue life is found to be sensitive to the onset of microcracks but appears to be unaffected by the magnitude of fatigue load, number of cracks causing failure, prior low-load fatigue history, or the hardness of the specimen. The change in velocity is found to be more pronounced during the early stages of fatigue than during the more advanced stages. It appears to be insensitive to microcracks but sensitive to stress accumulation and dislocation pileup. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aPearlite. =650 \0$aUltrasound. =650 \0$aMicrocracks. =650 \0$aDislocations. =650 \0$aAcoustic velocity. =650 \0$aAcoustic attenuation. =650 \0$aRail fastenings. =650 \0$aRailroad tracks$xTesting. =650 \0$aRail Steel. =650 14$aUltrasound. =650 24$aAcoustic attenuation. =650 24$aAcoustic velocity. =650 24$aFatigue. =650 24$aMicrocracks. =650 24$aDislocations. =650 24$aPearlite. =700 1\$aBerndt, TP.,$eauthor. =700 1\$aGreen, RE.,$eauthor. =700 1\$aBoro Djordjevic, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 31, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2003$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12417J.htm =LDR 02471nab a2200517 i 4500 =001 JTE10599J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10599J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10599J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aDP199.3 =082 04$a056.109033$223 =100 1\$aLittle, RE.,$eauthor. =245 10$aStatistical Tolerance Limits for Censored Log-Normal Data /$cRE. Little. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aA-basis and B-basis statistical tolerance limit computations are given for Type II failure censored log-normal data. The statistical tolerance limits are established by using factors given by Nelson and Schmee in conjunction with the best linear unbiased estimates for the normal distribution based on the coefficients tabulated by Sarhan and Greenberg. These tolerance limit computations complement analogous computations based on the Weibull distribution which have been illustrated in a recent tutorial paper by Little. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue life. =650 \0$aConfidence limits. =650 \0$aStatistical analysis. =650 \0$aCensor. =650 \0$alog-normal distribution. =650 \0$astatistical tolerance limits. =650 14$aStatistical analysis. =650 24$aFatigue life. =650 24$aConfidence limits. =650 24$aStatistical tolerance limits. =650 24$aLog-normal distribution. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10599J.htm =LDR 02386nab a2200553 i 4500 =001 JTE10595J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10595J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10595J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP156.F5 =082 04$a660/.284245$223 =100 1\$aJohnston, PR.,$eauthor. =245 10$aConstant-Pressure Liquid Filtration :$bMathematical Models for Fast Plugging of the Filter Medium /$cPR. Johnston, DL. Beals. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aWhile four different, classical, mathematical expressions exist to describe the rate at which flow decreases during constant-pressure, liquid filtration, none describes the situation in which the flow rate drops very fast, such as in rapidly plugging operations. Presented here are three additional expressions which do. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPlugging. =650 \0$aFiltration. =650 \0$aLiquid flow. =650 \0$aCake filtration. =650 \0$aLiquid filtration. =650 \0$aCake filters. =650 \0$aFilters and filtration$xTesting. =650 14$aLiquid flow. =650 24$aFiltration. =650 24$aPlugging. =650 24$aLiquid filtration. =650 24$aConstant-pressure filtration. =650 24$aCake filtration. =700 1\$aBeals, DL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10595J.htm =LDR 02642nab a2200493 i 4500 =001 JTE10600J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10600J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10600J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a628.8$223 =100 1\$aWhitfield, JK.,$eauthor. =245 10$aDevelopment and Correlation of a Variable-Speed Friction Tester /$cJK. Whitfield, WG. Mullen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe need for a laboratory variable-speed friction tester was recognized several years ago when emphasis was placed on laboratory test procedures to predict pavement skid resistance in the field. A tester was needed that could provide speed gradients on small samples or speed gradients that are comparable to those obtained by using the locked wheel skid trailer. The variable-speed friction tester measures pavement or pavement sample friction at various speeds and simulates the capability of the ASTM locked wheel skid trailer with which an excellent field correlation has been obtained. The variable-speed friction tester is reasonably portable and may be used to measure friction values on ramps, curves, city streets, and short bridges where towed-type testers usually cannot be used. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPavements. =650 \0$aFriction tests. =650 \0$aFrictiontests. =650 \0$aSkid resistance. =650 \0$aPavement performance. =650 14$aFriction tests. =650 24$aSkid resistance. =650 24$aPavements. =700 1\$aMullen, WG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10600J.htm =LDR 03127nab a2200649 i 4500 =001 JTE10597J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10597J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10597J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ930 =082 04$a621.8/672$223 =100 1\$aVosikovsky, O.,$eauthor. =245 10$aEffects of Stress Ratio on Fatigue Crack Growth Rates in X70 Pipeline Steel in Air and Saltwater /$cO. Vosikovsky. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aFatigue crack growth rates in an X70 pipeline steel were measured over a wide range of stress intensities in laboratory air and in 3.5% sodium chloride solution under free corrosion and cathodic (coupled to zinc) potentials. The effects of stress ratio in all these environments and of cyclic frequency in the sodium chloride solution were studied. The results are compared with fatigue crack growth rates measured previously in lower strength X65 steel. The stress ratio strongly influences the fatigue crack growth thresholds and close-to-threshold growth rates. With increasing stress intensity range, the stress ratio effect decreases similarly in both air and aqueous environments. The lower cyclic frequency enhances corrosion fatigue crack growth rates at intermediate stress intensity ranges, as was observed earlier in X65 steel. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aFrequency. =650 \0$aSaltwater. =650 \0$aStress ratio. =650 \0$aFatigue tests. =650 \0$aCorrosion fatigue. =650 \0$aCrack propagation. =650 \0$aCathodic protection. =650 \0$aEnvironmental tests. =650 \0$aPipelines$xCorrosion. =650 \0$aPipelines$xCracking. =650 \0$aSteel$xCorrosion. =650 \0$aPipeline. =650 14$aCorrosion fatigue. =650 24$aCrack propagation. =650 24$aSteels. =650 24$aStress ratio. =650 24$aFrequency. =650 24$aCathodic protection. =650 24$aSaltwater. =650 24$aFatigue tests. =650 24$aEnvironmental tests. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10597J.htm =LDR 02601nab a2200517 i 4500 =001 JTE10598J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10598J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10598J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA465 =082 04$a681/.76044$223 =100 1\$aHack, HP.,$eauthor. =245 10$aGalvanic Corrosion of Piping and Fitting Alloys in Sulfide-Modified Seawater /$cHP. Hack. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aTwo wrought piping alloys, 70-30 and 90-10 coppernickel, were each galvanically coupled to each of four fitting alloys in sulfide-modified seawater for 30 days. The fitting alloys used were bronze (Composition M), cast Monel®, wrought nickel-aluminum bronze, and cast 70-30 copper-nickel. The piping material to fitting material area ratio was 3:1 and the seawater velocity was 2.4 m/s. Results indicated that the galvanic relationship between M-bronze or Monel and 70-30 copper-nickel is affected by sulfide additions, in a manner that increases the corrosion of the fitting material, whereas similar couples with 90-10 copper-nickel show little effect of sulfide. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPipe fittings. =650 \0$aSeawater piping. =650 \0$aGalvanic corrosion. =650 \0$aPiping. =650 \0$aPressure vessels. =650 \0$aSteel alloys$xCreep. =650 14$aGalvanic corrosion. =650 24$aCopper-nickel alloys. =650 24$aPipe fittings. =650 24$aSulfide-induced corrosion. =650 24$aSeawater piping. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10598J.htm =LDR 02469nab a2200565 i 4500 =001 JTE10596J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1980\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10596J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10596J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN23 =082 04$a622$223 =100 1\$aTakahashi, H.,$eauthor. =245 12$aA Single Specimen Determination of JIc for Different Alloy Steels /$cH. Takahashi, MA. Khan, M. Suzuki. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1980. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aA simplified JIc test procedure has been proposed for determining JIc experimentally from a single specimen. The experimental results have shown that the crack initiation property directly influences the crack propagation behavior of the materials. Measurement of a critical J value corresponding to a small finite amount of crack growth instead of to an assumed blunting line procedure is proposed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aJ-integral. =650 \0$aCrack initiation. =650 \0$aCrack propagation. =650 \0$aFracture properties. =650 \0$aAlloy steels. =650 \0$aAlloys$xImpact testing. =650 \0$aMechanical wear$xTesting. =650 14$aFracture properties. =650 24$aCrack initiation. =650 24$aCrack propagation. =650 24$aJ-integral. =650 24$aSteels. =700 1\$aKhan, MA.,$eauthor. =700 1\$aSuzuki, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 8, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1980$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10596J.htm =LDR 03583nab a2200541 i 4500 =001 JTE102722 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102722$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102722$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aN8554 =082 04$a060$223 =100 1\$aSingh, J.,$eauthor. =245 10$aEvaluation of the Stress-Energy Methodology to Predict Transmitted Shock through Expanded Foam Cushions /$cJ. Singh, L. Ignatova, E. Olsen, P. Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aMechanical stresses experienced by packages in the distribution environment include shock and vibration amongst several others. The destructive effects of these hazards can typically be restricted by using cushioning materials to help protect fragile goods during distribution. ASTM D1596 is the conventional standard used to determine shock absorbing performance of a cushioning material for a given combination of static loading, thickness, and drop height. This industry-accepted standard, however, requires significant amounts of transmitted shock data and can be expensive with respect to costs associated with testing and materials amongst others. Alternate stress-energy-based methodologies, developed in the past decade, recommending a considerable reduction in the number of drop tests while providing the ability to predict transmitted shock for any drop height, static loading as well as cushion thickness, are evaluated in this study for their stated accuracy. Based upon an in-depth evaluation of dynamic cushion curves for closed cell moldable foams generated using ASTM D1596, this research evaluates the accuracy of the proposed methodology in relation to the prediction of transmitted shock. Results show that the stress-energy methods while saving time in predicting transmitted shock, produce higher degrees of error than the ±5 % previously stated. In addition, they cannot predict behavior of cushions, and transmitted shock at high drop heights and static loadings with thin cushions, where only the measured values are accurate. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShock. =650 \0$aCushion curves. =650 \0$aPolyethylene foam. =650 \0$astress-energy. =650 14$aClosed-cell cushions. =650 24$aCushion curves. =650 24$aASTM D1596. =650 24$aPolyethylene foam. =650 24$aShock. =650 24$aStress-energy. =700 1\$aIgnatova, L.,$eauthor. =700 1\$aOlsen, E.,$eauthor. =700 1\$aSingh, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102722.htm =LDR 03157nab a2200541 i 4500 =001 JTE102806 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102806$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102806$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aWen, Haifang,$eauthor. =245 10$aModeling the Effects of Temperature and Loading Rate on Fatigue Property of Asphalt Binder /$cHaifang Wen, Shihui Shen, Zhanpeng Ma, Jingan Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aFatigue cracking is one of three major distresses for asphalt pavement. Asphalt binder is a very important component of asphaltic mixture. The fatigue performance of asphalt binder also greatly affects that of asphaltic mixture. Asphalt binder's fatigue characteristics are affected by external conditions, such as temperature and loading rate. It is warranted to study the effects of these external conditions on fatigue of asphalt binder and take them into account. New fatigue tests and properties have been proposed to characterize the fatigue behavior of asphalt binders, such as monotonic constant shear-rate tests. This study investigated the effects of temperature and shear rate on fatigue properties of asphalt binder. Two asphalt binders were tested with a range of temperature and shear rates. It was found that time-temperature superposition principle also applies to critical strain energy density and shear strength of asphalt binders. The values of shift factors for building the master curves of critical strain energy and shear strength are comparable. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aAsphalt binder. =650 \0$aShear strength. =650 \0$aCritical strain energy. =650 \0$aPavements, Asphalt$xAdditives. =650 \0$aPolymers$xMechanical properties. =650 14$aAsphalt binder. =650 24$aFatigue. =650 24$aCritical strain energy. =650 24$aShear strength. =700 1\$aShen, Shihui,$eauthor. =700 1\$aMa, Zhanpeng,$eauthor. =700 1\$aWang, Jingan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102806.htm =LDR 02812nab a2200565 i 4500 =001 JTE102994 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102994$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102994$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA355 =082 04$a620.11248$223 =100 1\$aLee, Yung-Li,$eauthor. =245 10$aFatigue Damage Severity Calculation for Vibration Tests /$cYung-Li Lee, Dennis Polehna, Hong-Tae Kang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aAn analytical solution to calculate a fatigue damage spectrum for a linear single degree-of-freedom system is presented to assess fatigue damage severity for various vibration test specifications. This solution can be served as the fundamental to develop an accelerated vibration test specification based on the real measured customer usage data and the use of material. Fundamentals of vibration characteristics for sinusoidal and random vibrations are well described in this paper. The state-of-the-art frequency-based fatigue theories are also reviewed. Finally, this paper compares the calculation results for a product subject to the vibration loads defined in IEC-60068-2-6 and ISO 16750-3. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWide band. =650 \0$aNarrow band. =650 \0$aFatigue damage spectrum. =650 \0$aFrequency-based fatigue. =650 \0$aRandom vibration. =650 \0$aStructural dynamics. =650 \0$aSinusoidal vibration. =650 14$aFatigue damage spectrum. =650 24$aSinusoidal vibration. =650 24$aRandom vibration. =650 24$aFrequency-based fatigue. =650 24$aNarrow band. =650 24$aWide band. =700 1\$aPolehna, Dennis,$eauthor. =700 1\$aKang, Hong-Tae,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102994.htm =LDR 03582nab a2200493 i 4500 =001 JTE102674 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102674$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102674$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8/5$223 =100 1\$aKim, Yongrak,$eauthor. =245 10$aGeometrical Evaluation and Experimental Verification to Determine Representative Volume Elements of Heterogeneous Asphalt Mixtures /$cYongrak Kim, Junghun Lee, Jamilla E. S. Lutif. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aThis paper presents an experimental verification of geometrically defined representative volume elements (RVEs) of heterogeneous asphalt concrete mixtures before any significant damage is initiated. A typical dense-graded Superpave mixture (12.5 mm nominal maximum aggregate size) is selected as a representative roadway paving mixture and used in this study to accomplish two parallel approaches: Geometrical analysis of mixture heterogeneity using two-dimensional actual images of asphalt concrete inner structures and experimental evaluation through uniaxial tensile tests of asphalt concrete mixtures incorporated with digital image correlation (DIC) technique. To properly address the significant heterogeneity of asphalt concrete mixtures in defining the RVE, several geometrical factors such as area fraction, gradation, orientation, and the distribution of aggregate particles in asphalt concrete mixtures are considered altogether. For the uniaxial tensile test with the DIC, the mean strains and their standard deviations captured by DIC are analyzed to confirm statistical homogeneity of RVEs evaluated from the geometrical analyses. The two approaches present similar results, indicating that typical dense-graded asphalt mixtures can be characterized for their material properties with an approximate RVE size of 60 mm. Findings from this study further imply that the simple geometrical analysis can be an efficient tool to reasonably determine the RVE of asphalt mixtures and other granular composites where significant heterogeneity is involved. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt mixture. =650 \0$aDigital image correlation. =650 \0$aAsphalt concrete$xTesting. =650 \0$aPavements, Asphalt$xTesting. =650 14$aRepresentative volume element. =650 24$aAsphalt mixture. =650 24$aDigital image correlation. =700 1\$aLee, Junghun,$eauthor. =700 1\$aLutif, Jamilla E. S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102674.htm =LDR 03743nab a2200589 i 4500 =001 JTE102389 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102389$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102389$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1001.5 =082 04$a625.85$223 =100 1\$aDoh, Y. S.,$eauthor. =245 10$aEvaluation of Statistical Validity of Some Asphalt Binder Grade Systems /$cY. S. Doh, Serji N. Amirkhanian, Carl Thodesen, William Bridges, Kwang W. Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aThe performance grade (PG) and the penetration (pen) grade systems were examined for their statistical validity. It is found from this limited study that the pass/fail high-temperature of the PG binder follows a normal distribution. Since PG system has no gap between each grade, the binder falling out of limit trespasses into another binder grade. The Korean pen grading system has the same problem. Therefore, many products can have similar property levels with an adjacent-grade even though the mean value is within the specification limit. The PG binder will have a high chance of passing the rheological requirements at above the upper limit but the least chance of falling below the lower limit because the means were above median and variations were higher than they should be. Since PG is characterized without gap between each grade, the producer must maintain the coefficient of variation below the current level to satisfy the quality control limit of the product. Similarly, in other grading systems such as the Korean pen specifications, due to its lack of a gap between grades, higher percentage of products will be duplicated even if the mean is at the median of the specification limits due to material's quality uncertainty. Especially if the mean moves toward the upper limit, one-half of the binder grade will be overlapped with the higher binder grade. Therefore, these specifications should be statistically examined for further modification. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aQuality control. =650 \0$aViscosity grade. =650 \0$aPenetration grade. =650 \0$aStatistical validity. =650 \0$aPerformance grade (PG) =650 \0$aAsphalt$xAdditives$xTesting. =650 \0$aBinders (Materials) =650 14$aAsphalt binder specification. =650 24$aStatistical validity. =650 24$aPerformance grade (PG) =650 24$aPenetration grade. =650 24$aViscosity grade. =650 24$aQuality control. =700 1\$aAmirkhanian, Serji N.,$eauthor. =700 1\$aThodesen, Carl,$eauthor. =700 1\$aBridges, William,$eauthor. =700 1\$aKim, Kwang W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102389.htm =LDR 02906nab a2200505 i 4500 =001 JTE102523 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102523$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102523$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a620.5$223 =100 1\$aLukefahr, Elizabeth,$eauthor. =245 10$aCoefficients of Thermal Expansion of Concrete with Different Coarse Aggregates-Texas Data /$cElizabeth Lukefahr, Lianxiang Du. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe first section of this paper summarizes the efforts of Texas Department of Transportation (TxDOT) to evaluate the coefficients of thermal expansion (COTEs) of a total of 93 concrete mixtures, of which the only difference is the coarse aggregate incorporated. The mean COTE value of siliceous gravel concrete is about 30 % higher than that of limestone concrete. The data in Texas shows that the upper 50 % COTE values of limestone concrete overlaps the lower 20 % COTE values of siliceous gravel concrete. The results strongly suggest that pre-qualification of coarse aggregate for typical paving concrete in aspect to COTE should be considered. A model by Emanuel and Hulsey is used to back calculate COTE of coarse aggregate. The second section of this article compares the COTE data set on existing pavement measured by Federal Highway Administration with those obtained at TxDOT concrete laboratory. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDynamic modulus. =650 \0$aCoarse aggregate. =650 \0$aCompressive strength. =650 \0$aAggregates (Building materials) =650 \0$aProspecting$xGeophysical methods. =650 14$aCoefficient of thermal expansion. =650 24$aCompressive strength. =650 24$aCoarse aggregate. =650 24$aDynamic modulus. =700 1\$aDu, Lianxiang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102523.htm =LDR 03892nab a2200589 i 4500 =001 JTE102736 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102736$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102736$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aSB453 =082 04$a635$223 =100 1\$aMalaya, C.,$eauthor. =245 12$aA Study on the Influence of Measurement Procedures on Suction-Water Content Relationship of a Sandy Soil /$cC. Malaya, S. Sreedeep. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b51 =520 3\$aSoil suction and its relationship with water content (gravimetric or volumetric) are inevitable in the study of unsaturated soil mechanics. Suction-water content relationship (designated as SWR) is an important input parameter for the mathematical modeling of unsaturated soil response pertained to physico-mechanical, hydraulic, and volume change behavior and hence needs to be accurate and unambiguous. There are two commonly adopted procedures for establishing the SWR. In the first method (designated as continuous measurement), continuous drying suction measurements are performed on the same soil sample, starting from a high water content (corresponding to insignificant suction), which is termed as soil-water characteristic curve. In the second method (designated as spot measurement), remolded soil samples are packed at different compaction states, varying in unit weight and water content, on which suction measurements are performed. It is noted that there is no comparison and critical evaluation of these two procedures adopted for determining SWR. Such a study is important as the particle rearrangement in the soil samples undergoing a drying process might be different from that of the reconstituted/remolded samples. Therefore, the present study attempts to understand the uniqueness of SWR obtained by using two procedures for a locally available sandy soil. In this study, tensiometer and a capacitance probe have been used for measuring suction and volumetric water content, respectively. The study indicates that SWR established by using different procedures may not be unique and there is a need to highlight it while reporting such relationship for the soil. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSandy soil. =650 \0$aTensiometer. =650 \0$aSoil suction. =650 \0$aSpot measurement. =650 \0$aContinuous measurement. =650 \0$aVolumetric water content. =650 \0$aSandy soils. =650 \0$aSandy soil gardening. =650 14$aSandy soil. =650 24$aSoil suction. =650 24$aTensiometer. =650 24$aVolumetric water content. =650 24$aContinuous measurement. =650 24$aSpot measurement. =650 24$aSuction-water content relationship. =650 24$aSoil-water characteristic curve. =700 1\$aSreedeep, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102736.htm =LDR 03516nab a2200541 i 4500 =001 JTE102666 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102666$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102666$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a620.136$223 =100 1\$aGaras, Victor Y.,$eauthor. =245 10$aTensile Creep Test of Fiber-Reinforced Ultra-High Performance Concrete /$cVictor Y. Garas, Lawrence F. Kahn, Kimberly E. Kurtis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aThis paper describes the development and use of a high cost and space efficient tensile creep test setup for cement-based materials. This test setup features a load capacity of 6800 kg (15 000 lb), capacity for three specimens in series, and the ability to measure deformations at four points for each specimen with an accuracy of 10 micro-strains. This newly developed test setup allowed testing the long-term tensile creep of ultra-high performance concrete (UHPC) for the first time. In the experimental study, steel fiber-reinforced UHPC prisms were subjected to tensile creep to investigate the effect of different thermal treatment conditions on their viscoelastic response over a 1-year period. Results from the experimental study showed the necessity to perform tensile creep tests rather that direct tensile strength tests to predict the long-term tensile performance of UHPC. These results show that the quality of the bond between the fibers and cementitious paste was better evaluated using tensile creep than direct tension tests. Experimental results showed that specific tensile creep of UHPC decreased between 63 % and 69 % when thermal treatment of 60°C (140°F) for 72 h or of 90°C (194°F) for 48 h was applied, respectively, prior to loading. Results from this study also point to the necessity of having a standard tensile creep test similar to the currently existing compressive creep standard, especially if the tensile capacity of concrete is considered in structural design. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFiber. =650 \0$aCement. =650 \0$aCuring. =650 \0$aViscoelastic. =650 \0$aReactive powder concrete. =650 \0$aCement$xCongresses. =650 14$aCement. =650 24$aCuring. =650 24$aFiber. =650 24$aReactive powder concrete. =650 24$aViscoelastic. =700 1\$aKahn, Lawrence F.,$eauthor. =700 1\$aKurtis, Kimberly E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102666.htm =LDR 02948nab a2200517 i 4500 =001 JTE102608 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102608$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102608$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA174 =082 04$a620/.0042/071$223 =100 1\$aChang, Che-Wei,$eauthor. =245 10$aDetermining the performance of collaborative design systems based on AHP sensitivity analysis /$cChe-Wei Chang, Cheng-Ru Wu, Chiu-Chin Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b38 =520 3\$aInternet information technological advances have transformed customer and supplier collaborative design systems into a major trend. Studies have shown that product data can be effectively exchanged and shared in collaborative design, which can enhance enterprise competitiveness. This study used analytical hierarchy process, sensitivity analysis, and benefits, opportunities, costs, and risks decision-support tools to analyze the collaborative design information system, which can effectively integrate supplier and customer resources in differs industries. Collaborative design information systems employed by the control information system of the Taiwan Freeway Bureau to analyze case studies. Finally, the proposed model can provide decision-makers with a more realistic and accurate description of the risks and challenges involved in controlling collaborative design information systems. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCollaborative design. =650 \0$aSensitivity analysis. =650 \0$aEngineering design$xStudy and teaching. =650 \0$aEngineering design. =650 14$aCollaborative design. =650 24$aAnalytic hierarchy process. =650 24$aControl information system. =650 24$aBOCR. =650 24$aSensitivity analysis. =700 1\$aWu, Cheng-Ru,$eauthor. =700 1\$aChen, Chiu-Chin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102608.htm =LDR 02852nab a2200505 i 4500 =001 JTE102621 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102621$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102621$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD30.2 =082 04$a658/.05$223 =100 1\$aWu, Cheng-Ru,$eauthor. =245 10$aSelection of Collaborative Technology Used by Software Contractors /$cCheng-Ru Wu, Che-Wei Chang, Chia-Chun Liao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aApplying collaborative technology in the software technology can shorten the product design cycle and improve competitiveness. The enterprise and suppliers can use this technology to develop a new communication platform, which can bring collaborative effect and improve technological efficacy. Most studies had proposed objective measurements for the evaluation criteria from different types of collaboration technological guidance to provide an overall framework for thinking. This study uses analysis hierarchy process, benefits, opportunities, costs, and risks, and sensitivity analysis to analyze the collaboration software technology in thin film transistor liquid crystal display panel plant and research the software performance. Consequently, the present study may provide a useful reference for enterprises considering the selection of development partners. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSensitivity analysis. =650 \0$aCollaborative technology. =650 \0$aCollaborative technologies. =650 \0$aComputer software$xDevelopment. =650 14$aCollaborative technology. =650 24$aAnalytic hierarchy process. =650 24$aBOCR. =650 24$aSensitivity analysis. =700 1\$aChang, Che-Wei,$eauthor. =700 1\$aLiao, Chia-Chun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102621.htm =LDR 02857nab a2200517 i 4500 =001 JTE102798 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102798$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102798$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.6 =082 04$a620.1/124$223 =100 1\$aYan, Xiangqiao,$eauthor. =245 12$aA New Numerical Analysis for Edge Defects in Rectangular Sheet /$cXiangqiao Yan, Baoliang Liu, Zhaohui Hu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b38 =520 3\$aThis note deals with the rectangular tensile sheet with the single edge defect (crack, half-circular-hole crack and half-square-hole crack) by using the hybrid displacement discontinuity method (a boundary element method) proposed recently by Yan. Detailed solutions of the SIFs of the three plane elastic crack problems are given, which can reveal clearly the effect of geometric parameters of the cracked bodies on the SIFs. By comparing the calculated SIFs of the single edge half-circular-hole crack and the single edge half-square-hole crack with those of the single edge crack, in addition, a shielding effect of the half-circular-hole and the half-square-hole on the SIFs of the single edge crack is discussed. It is illustrated that the boundary element method is simple yet accurate for calculating the SIFs of complex crack problems in finite plate. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBoundary element. =650 \0$aCrack-tip element. =650 \0$aStress intensity factor. =650 \0$aStress concentration. =650 \0$aStress intensity. =650 14$aStress intensity factor. =650 24$aBoundary element. =650 24$aCrack-tip element. =650 24$aDisplacement discontinuity. =700 1\$aLiu, Baoliang,$eauthor. =700 1\$aHu, Zhaohui,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102798.htm =LDR 03504nab a2200529 i 4500 =001 JTE102739 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102739$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102739$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aPrapaitrakul, Nikornpon,$eauthor. =245 10$aComparative Study on Recovered Binder Properties Using Three Asphalt Emulsion Recovery Methods /$cNikornpon Prapaitrakul, Rongbin Han, Xin Jin, Amy Epps Martin, Charles J. Glover. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aDetermining the properties of residual binders is important to the effective use of asphalt emulsion chip seals. Yet, the effect of laboratory methods on recovered binder properties used to simulate residual binders in the field is not well understood. In this research, the residues of five asphalt emulsions were compared after recovery by three methods, a Hot Oven procedure (similar to ASTM D244-04), a Stirred-Can procedure (as reported in TXDOT 0-1710), and a Warm Oven method (ASTM D7497-09). The recovered binders were tested with size exclusion chromatography (SEC) to assess the presence of residual moisture. Properties of the original base binders and the corresponding recovered binders were compared using dynamic shear rheometry and Fourier transform infrared spectrometry. The SEC results showed no residual water in any of the recovered samples, except the samples from Warm Oven recovery, which showed a small detectable amount of residual moisture. The results from statistical analysis of binder properties using ANOVA plus Tukey's Honestly Significant Difference test suggest that recovered binders from the Warm Oven method are statistically different from their base binders. Nevertheless, considering each of the residues recovered from the three methods in paired comparisons with the other residues, none is statistically different from the others. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBinder oxidation. =650 \0$aStatistical analysis. =650 \0$aAsphalt emulsion recovery. =650 \0$aAsphalt emulsion mixtures. =650 \0$aAsphalt emulsion. =650 14$aAsphalt emulsion recovery. =650 24$aBinder oxidation. =650 24$aStatistical analysis. =700 1\$aHan, Rongbin,$eauthor. =700 1\$aJin, Xin,$eauthor. =700 1\$aMartin, Amy Epps,$eauthor. =700 1\$aGlover, Charles J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102739.htm =LDR 03802nab a2200517 i 4500 =001 JTE102816 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102816$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102816$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA654.15 =082 04$a620.3$223 =100 1\$aSahin, Abdurrahman,$eauthor. =245 10$aModalCAD-Interactive Dynamic Characteristic Identification Software for Experimental and Operational Modal Analysis of Engineering Structures /$cAbdurrahman Sahin, Alemdar Bayraktar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b38 =520 3\$aIn this paper the development of interactive and comparative dynamic characteristic identification software titled as the ModalCAD is described. The software is developed for vibration monitoring of civil engineering structures and constructed by using MATLAB, which is a mathematical tool developed by The Mathworks. The modal analysis of structures consists of four distinct steps: Data collection, digital signal processing, determination of the modal parameters (eigenfrequencies, damping ratios, mode shapes, and modal scaling factors) with modal data presentation/validation and model updating. The ModalCAD software is a powerful tool that deals with modal parameter identification and validation procedure. The ModalCAD offers extensive functionalities for the visualization and processing of the measurement data, the identification of system models, and the determination and visualization of the structure's modal parameters. The program disposes of a graphical user interface, which what makes it very intuitive and easy to handle. The most common modal parameter estimation techniques have been used in the ModalCAD. The Operating Vectors method, Complex Exponential method, and Polyreference Time Domain method are implemented in a user-friendly way. By pushing buttons the user is guided through the whole process of input-output and output-only modal analysis: Preprocessing the data, system identification, extracting modal parameters, animating mode shapes, and evaluating model validation tools. The possibilities of the program are demonstrated with a three dimensional frame model. It can be said that the ModalCAD software can be used as a scientific tool in future structural health monitoring studies of researchers. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMATLAB. =650 \0$aModalCAD. =650 \0$aSystem identification. =650 \0$aModal analysis. =650 14$aExperimental modal analysis. =650 24$aOperational modal analysis. =650 24$aSystem identification. =650 24$aDynamic characteristic identification. =650 24$aModalCAD. =650 24$aMATLAB. =700 1\$aBayraktar, Alemdar,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102816.htm =LDR 02592nab a2200541 i 4500 =001 JTE102773 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102773$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102773$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS591 =082 04$a631.4$223 =100 1\$aPrakash, K.,$eauthor. =245 10$aSediment Volume Tests for Expansive Soil Identification and Classification /$cK. Prakash, A. Sridharan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aEquilibrium sediment volume tests are conducted on field soils to classify them based on their degree of expansivity and/or to predict the liquid limit of soils. The present technical paper examines different equilibrium sediment volume tests, critically evaluating each of them. It discusses the settling behavior of fine-grained soils during the soil sediment formation to evolve a rationale for conducting the latest version of equilibrium sediment volume test. Probable limitations of equilibrium sediment volume test and the possible solution to overcome the same have also been indicated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aKaolinite. =650 \0$aExpansive soils. =650 \0$aMontmorillonite. =650 \0$aSediment volume. =650 \0$aSoil Science. =650 \0$aSoil Formation. =650 \0$aSoil Classification. =650 14$aSediment volume. =650 24$aExpansive soils. =650 24$aKaolinite. =650 24$aMontmorillonite. =650 24$aSoil classification. =700 1\$aSridharan, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102773.htm =LDR 03441nab a2200541 i 4500 =001 JTE102685 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2010\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE102685$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE102685$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQR160 =082 04$a572/.56682$223 =100 1\$aDanyluk, Casey,$eauthor. =245 10$aIndustrial Composting of Poly(Lactic Acid) Bottles /$cCasey Danyluk, Ryan Erickson, Samuel Burrows, Rafael Auras. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2010. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aIn order to better understand the end of life scenario potential of poly(lactic acid) (PLA) packaging to reduce waste through composting when properly disposed, this study aimed to determine the rate at which 473 mL (16 oz) PLA bottles with and without associated high density polyethylene (HDPE) caps and polypropylene (PP) labels decomposed in an industrial compost pile. Temperature, moisture content, and pH levels of the compost pile were recorded throughout the study to determine their effects on the rate of decomposition and to ensure optimal conditions were met. Analyses performed at weeks 2, 4, and 8 showed that from week 2, a 94 % reduction of mass and weight average molecular weight occurred, along with a complete loss of structural integrity. PLA bottles without caps and labels were considered to be decomposed completely by week 4, while the bottles with the HDPE caps and PP labels showed plastic residues until week 8. The caps and labels acted as a barrier that slowed the rate of biodegradation. This study showed that PLA bottles can be composted in industrial composting facilities in 30-45 days, and it is recommended to remove all caps and labels. The results further indicated that if a proper infrastructure is put in place to allow large scale composting of PLA, this packaging polymer could have a significant impact on reducing municipal solid waste. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPackaging. =650 \0$aBiodegradation. =650 \0$aCompostability. =650 \0$aPoly(lactic acid) (PLA) =650 \0$aCellulose$xMicrobiology. =650 \0$aCellulose$xBiodegradation. =650 14$aCompostability. =650 24$aBiodegradation. =650 24$aPoly(lactic acid) (PLA) =650 24$aPackaging. =700 1\$aErickson, Ryan,$eauthor. =700 1\$aBurrows, Samuel,$eauthor. =700 1\$aAuras, Rafael,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 38, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2010$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE102685.htm =LDR 03252nab a2200517 i 4500 =001 JTE20150082 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150082$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150082$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD884.5 =082 04$a363.73/92$223 =100 1\$aPelyhe, Liza,$eauthor. =245 10$aDetermination of the Reliability of Guidewires' Visibility Measurement /$cLiza Pelyhe, Eszter Bognár. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aIn this study, the repeatability (variation in measurements) and reproducibility (precision between measuring persons) of a measuring method, developed by us, for quantifying the visibility of guidewires was investigated. Visibility was determined on a percentage scale against the background. The measuring method was tested by two persons with three repeats using X-ray images. Images were made from ten guidewires with the same material and type. X-ray images were made with the same settings on different days. Coefficients of variation (standard deviation as a proportion of the mean) for three repeats did not exceed 0.10 in measurement. Therefore, our method was repeatable. The average difference between the persons was 4 %, therefore our method was reproducible. Coefficients of variation for the mean of the ten images were under 0.10. Therefore, the images made with the same settings on different days could be averaged in case of the same samples. Significantly, there was a difference (p = 0.04) between the three tests by the first person. There were no significant differences in case of the second person (p = 0.74), and between the three-three test (p = 0.21). Using this method, available guidewires can be tested under laboratory conditions, so they may become comparable based on their visibility. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGuidewire. =650 \0$aVisibility. =650 \0$aRadiopacity. =650 \0$aQuantification. =650 \0$aAir quality management. =650 \0$aWilderness areas. =650 14$aGuidewire. =650 24$aQuantification. =650 24$aRadiopacity. =650 24$aVisibility. =700 1\$aBognár, Eszter,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150082.htm =LDR 03098nab a2200553 i 4500 =001 JTE20140173 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140173$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140173$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.22 =082 04$a620.1/1233$223 =100 1\$aShi, Kaikai,$eauthor. =245 10$aExperimental Estimation of J Resistance Curves From Load-CMOD Record for FFCT Specimens /$cKaikai Shi, Lixun Cai, Yunming Hu, David Salmon, Chen Bao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aFracture toughness of ductile materials is often characterized by J resistance curves. It is generally required to adopt load line crack mouth opening displacement (CMOD) records in load line compact tension (LLCT) specimens to calculate the J integral according to ASTM E1820-13e1. However, in some cases, for example in nuclear engineering, due to material size limitations, a standard test specimen size is not achievable, and attaching or mounting the displacement transducer to measure the load line CMOD (LLD) of a smaller compact tension specimen is very challenging, and an alternative approach is required. The present study is aimed at evaluating the use of front face CMOD (FFD) records in front face compact tension (FFCT) specimens to estimate J resistance curves. Results are compared with those using LLD-based J calculations for P92 steel. It is shown that J resistance curves determined from the two approaches are in good agreement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aP92 steel. =650 \0$aFracture toughness. =650 \0$aJ resistance curve. =650 \0$aLoad line compact tension. =650 \0$aFracture mechanics. =650 14$aJ resistance curve. =650 24$aFracture toughness. =650 24$aLoad line compact tension. =650 24$aFront face compact tension. =650 24$aP92 steel. =700 1\$aCai, Lixun,$eauthor. =700 1\$aHu, Yunming,$eauthor. =700 1\$aSalmon, David,$eauthor. =700 1\$aBao, Chen,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140173.htm =LDR 03300nab a2200493 i 4500 =001 JTE20150252 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150252$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150252$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a620.1/123$223 =100 1\$aMahmoudi, A. H.,$eauthor. =245 10$aSpherical Indentation, Part II :$bExperimental Validation for Measuring Equibiaxial Residual Stresses /$cA. H. Mahmoudi, M. Ghanbari-Matloob, A. Gomar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aIt is occasionally important or even inevitable to measure residual stresses without harming engineering components. Spherical indentation can be categorized as a nondestructive method to measure residual stresses, as it causes very little damage to the surface of the sample. Furthermore, it is cheap and quick. Spherical indentation has gained the interest of a number of researchers in recent years. Although, this technique has been used in the literature to measure residual stresses, it has mostly been employed to determine material characteristics. In the current study, the application of the spherical indentation to measure residual stresses was examined and verified experimentally. The instrumented indentation tests resulted in load-displacement curves for different materials with a variety of ranges of equibiaxial stresses, which were then used to train an artificial neural network (ANN). The stress measurements were carried out for both residual and applied stresses. A quenched sample and a cross-shaped bending sample were considered as a source of residual stresses and in-plane applied stresses, respectively. An important benefit of this method was that it could be used with no requirement for a reference stress-free sample. The results of stress measurements illustrated a reasonable success. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEquibiaxial. =650 \0$aSpherical indentation. =650 \0$aresidual stresses. =650 \0$aMechanical prestressing. =650 14$aSpherical indentation. =650 24$aResidual stresses measurement. =650 24$aEquibiaxial. =700 1\$aGhanbari-Matloob, M.,$eauthor. =700 1\$aGomar, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150252.htm =LDR 03324nab a2200565 i 4500 =001 JTE20150119 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150119$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150119$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1/7765$223 =100 1\$aTu, Liang-Liang,$eauthor. =245 10$aEffect of the Welan Gum Biopolymer on Rheological Properties and Storage Stability of Bitumens /$cLiang-Liang Tu, Shao-Peng Wu, Gang Liu, Xin-Xing Zhou, Shan-Kui Ma. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aThe welan gum, as a biopolymer, is commonly used in the cement mortar to control bleeding and prevent segregation due to its long-chain molecules. This paper studied the effect of welan gum on the rheological behavior of base bitumen and the storage stability of bitumen modified with montmorillonite (MMT). Four contents (0.2, 0.5, 1, and 3 % by weight) of welan gum were used to mix with base bitumen at a suitable temperature of 160°C. The dynamic shear rheometer was adopted to evaluate the viscosity as the function of shear rate. The results indicated that the welan gum, especially with 0.5 % by weight, notably reinforced the shear-thinning behavior of base bitumen at 135 and 160°C. It implied that the welan gum can improve the drainage resistance of asphalt mixture during storage and transportation. Based on this result, the storage stability of MMT modified bitumens with and without 0.5 % welan gum by weight was characterized by the difference in the complex modulus (G*) and the phase angle (?) of bitumen sampled from the top and bottom layer of the storage tube. The result indicated that the welan gum can apparently improve the storage stability of the MMT modified bitumen. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBitumen. =650 \0$aViscosity. =650 \0$aWelan gum. =650 \0$aShear rate. =650 \0$aStorage stability. =650 \0$aShear (Mechanics) =650 14$aWelan gum. =650 24$aBitumen. =650 24$aShear rate. =650 24$aViscosity. =650 24$aStorage stability. =700 1\$aWu, Shao-Peng,$eauthor. =700 1\$aLiu, Gang,$eauthor. =700 1\$aZhou, Xin-Xing,$eauthor. =700 1\$aMa, Shan-Kui,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150119.htm =LDR 02787nab a2200481 i 4500 =001 JTE20150127 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150127$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150127$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC793.3.F5 =082 04$a530.1/43$223 =100 1\$aVan Minnebruggen, Koen,$eauthor. =245 10$aEvaluation and Comparison of Double Clip Gauge Method and Delta 5 Method for CTOD Measurement in SE(T) Specimens /$cKoen Van Minnebruggen, Matthias Verstraete, Stijn Hertelé, Wim De Waele. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b39 =520 3\$aThe experimental evaluation of the fracture toughness of line pipe steels and girth welds is increasingly performed through single edge notched tensile-SE(T)-testing. The notch constraint in these specimens closely matches that in pipes. This paper focused on the measurement of the crack tip opening displacement (CTOD). The double clip gauge method and the GKSS ?5 method were compared based on experimental tests on both welded and nonwelded specimens. A good correspondence between both techniques was observed. The ?5 method tended to result in a slightly lower estimation of crack driving force, which was explained by the difference between both CTOD definitions. Both techniques were concluded to be equivalent for the evaluation of CTOD in SE(T) specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDouble clip gauge method. =650 \0$aLattice gauge theories. =650 14$aCrack tip opening displacement. =650 24$aDouble clip gauge method. =650 24$aDelta 5 method. =700 1\$aVerstraete, Matthias,$eauthor. =700 1\$aHertelé, Stijn,$eauthor. =700 1\$aDe Waele, Wim,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150127.htm =LDR 03396nab a2200553 i 4500 =001 JTE20150209 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150209$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150209$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.P6 =082 04$a620.1/16$223 =100 1\$aZelinka, Samuel L.,$eauthor. =245 10$aImprovements to Water Vapor Transmission and Capillary Absorption Measurements in Porous Materials /$cSamuel L. Zelinka, Samuel V. Glass, Charles R. Boardman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aThe vapor permeability (or equivalently the vapor diffusion resistance factor) and the capillary absorption coefficient are frequently used as inputs in hygrothermal or heat, air, and moisture (HAM) models. However, it has been well documented that the methods used to determine these properties are sensitive to the operator, and wide variations in the properties have been reported in round-robin testing. This paper presented an investigation into how these errors can be minimized for porous materials by different edge sealing techniques and also looked at whether automating these techniques can reduce operator artifacts. To automate the measurements, specimens were attached to a balance or load cell and then required no further interaction, which allows massive amounts of data to be collected. The extra data is advantageous for the beginning of the capillary absorption test where the moisture uptake is rapid. Most of the potential for errors in the vapor diffusion tests resulted from uncertainties in how the sample was sealed between the chambers and determining when the steady state region was reached, neither of which can be improved by automation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPorous materials$xPermeability. =650 \0$aWater vapor transport. =650 \0$aFibrous composites$xPermeability. =650 \0$aSynthetic products$xPermeability. =650 \0$aVapor diffusion. =650 \0$aCapillary absorption. =650 \0$aHygrothermal modeling. =650 \0$aWood-moisture relations. =650 14$aVapor diffusion. =650 24$aCapillary absorption. =650 24$aWood-moisture relations. =650 24$aHygrothermal modeling. =700 1\$aGlass, Samuel V.,$eauthor. =700 1\$aBoardman, Charles R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150209.htm =LDR 03452nab a2200577 i 4500 =001 JTE20140477 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140477$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140477$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHE5620.D7 =082 04$a614.8/62$223 =100 1\$aYu, Yinshan,$eauthor. =245 10$aOnline Measurement of Alcohol Concentration Based on Radio-Frequency Identification /$cYinshan Yu, Xiaolei Yu, Zhimin Zhao, Jialing Liu, Donghua Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThis paper presents a method for online measuring signal backscattering and reading distance from radio frequency identification (RFID) tags attached to the surface of the liquid, and for calculating the corresponding alcohol concentration. We derive a theoretical formula on the reading distance and received power. Subsequently, the former measurement values are converted to the corresponding alcohol concentration. Experiments are performed using an ISO/IEC 18046-based measurement system in the ultra high frequency (UHF) RFID band [ISO/IEC 18046, "Information Technology-Radio Frequency Identification Device Performance Test Methods," International Organization for Standardization, London, 2007]. A fitted model of the relationship of alcohol concentration, reading distances, and received power is established. Based on the proposed fitted model, the processor can calculate alcohol concentration in aqueous solutions. The experimental data are compliant to the theoretical counterparts. This online method could be applied to dynamic measurement in automatic assembly line and has the advantages of excellent versatility, high measuring accuracy, stable performance, and quick response speed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFitted model. =650 \0$aOnline detection. =650 \0$aReading distance. =650 \0$aAlcohol concentration. =650 \0$aBlood Alcohol Concentration Laws/ Presumptive Limit Laws/ Per Se Laws. =650 \0$aBlood Alcohol Concentration. =650 \0$aEffectiveness. =650 14$aRFID. =650 24$aAlcohol concentration. =650 24$aOnline detection. =650 24$aReading distance. =650 24$aFitted model. =700 1\$aYu, Xiaolei,$eauthor. =700 1\$aZhao, Zhimin,$eauthor. =700 1\$aLiu, Jialing,$eauthor. =700 1\$aWang, Donghua,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140477.htm =LDR 02903nab a2200553 i 4500 =001 JTE20150101 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150101$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150101$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA664 =082 04$a624.1/821$223 =100 1\$aFan, Xiangqian,$eauthor. =245 10$aInfluence of Steel Rebar Position on Concrete Double-K Fracture Toughness /$cXiangqian Fan, Shaowei Hu, Jun Lu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aFracture mechanica is typically used to analyze the crack progration of a concrete material. It can help explore the microscopic crystallographic defects and predict the macroscopic mechanical failure of various solid materials. In this study, rebar positions and notch characteristics effects on the crack progrations were investigated. It was found that the initial fracture toughness values were not related to the rebar positions, but rather the unstable fracture toughness values were slightly associated to the rebar positions. In addition, rebars positions affected the properties of reinforced concrete resistance to the cracking. Moreover, rebars not only improved the ductility of the concrete, but also increased its ultimate bearing capacity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture mechanics. =650 \0$aReinforced concrete. =650 \0$aThree-point bending beam. =650 \0$aComposite construction. =650 \0$aConcrete$xFatigue. =650 \0$aSteel, Structural$xFatigue. =650 \0$aSteel, Structural$xFracture. =650 14$aDouble-K fracture toughness. =650 24$aReinforced concrete. =650 24$aThree-point bending beam. =650 24$aExperimental investigation. =650 24$aFracture mechanics. =700 1\$aHu, Shaowei,$eauthor. =700 1\$aLu, Jun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150101.htm =LDR 02954nab a2200457 i 4500 =001 JTE20150148 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150148$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150148$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a620.1/36$223 =100 1\$aHelsel, Michelle A.,$eauthor. =245 10$aComparative Study of Methods to Measure the Density of Cementitious Powders /$cMichelle A. Helsel, Chiara F. Ferraris, Dale Bentz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThe accurate measurement of the density of hydraulic cement plays an essential role in the determination of concrete mixture proportions. As more supplementary cementitious materials (SCM), such as fly ash and slag, or cement replacement materials, such as limestone and calcium carbonate, are used in blended cements, knowledge of the density of each powder or of the blended cement would allow a more accurate calculation of the proportions of a concrete mixture by volume instead of by mass. The current ASTM standard for measuring cement density is ASTM C188-14 "Test Method for Density of Hydraulic Cements," which utilizes a liquid displacement method to measure the volume of the cement. This paper examined advantageous modifications of the current ASTM test by alcohol substitutions for kerosene. In addition, a gas (helium) pycnometry method was evaluated as a possible alternative to the current standard. The described techniques were compared to determine the most precise and reproducible method for measuring the density of hydraulic cements and other powders. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCement$xDensity. =650 \0$aCement$xTesting. =650 \0$aPycnometer. =650 14$aDensity, hydraulic cement, volume, pycnometer, liquid displacement. =700 1\$aFerraris, Chiara F.,$eauthor. =700 1\$aBentz, Dale,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150148.htm =LDR 03275nab a2200565 i 4500 =001 JTE20140457 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140457$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140457$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD506 =082 04$a541.3/3$223 =100 1\$aLiu, Z. W.,$eauthor. =245 10$aHigh Spatial Resolution EDS Mapping of Nanoparticles at Low Accelerating Voltage /$cZ. W. Liu, C. Sun, R. Gauvin, W. Wu, Y. Zeng, H. Demers. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aIn conventional energy-dispersive spectroscopy/scanning-electron microscopy (EDS/SEM) analysis, the pear-shaped interaction volume of incident electrons in the bulk sample determines spatial resolution and the actual scope of EDS analysis is usually a few cubic microns. Lowering the accelerating voltage can reduce effectively the interaction volume of the electron beam. In this study, Monte Carlo (MC) simulation was used to analyze effectively the actual interaction between low-energy incident electrons and nanoparticles. MC x ray, a new Monte Carlo program, was used to further simulate EDS mapping of Ni nanoparticles on the top of an Al2O3 matrix at an accelerating voltage of 3 kV, and the theoretical spatial resolution was calculated to be approximately 10 nm. In addition, EDS mapping images of 17-nm Ni nanoparticles were successfully acquired at high spatial resolution similar to the theoretical value by adjusting the operating conditions for SEM-EDS analysis, including the use of immersion objective lens, the removal of electron trap and collimator, and the reduction of working distance as well as detector distance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEDS mapping. =650 \0$aSpatial resolution. =650 \0$aLow accelerating voltage. =650 \0$aNanoparticles. =650 \0$aPorous materials. =650 \0$aSurface chemistry. =650 14$aNanoparticles. =650 24$aSpatial resolution. =650 24$aEDS mapping. =650 24$aLow accelerating voltage. =700 1\$aSun, C.,$eauthor. =700 1\$aGauvin, R.,$eauthor. =700 1\$aWu, W.,$eauthor. =700 1\$aZeng, Y.,$eauthor. =700 1\$aDemers, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140457.htm =LDR 03099nab a2200481 i 4500 =001 JTE20150048 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150048$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150048$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS590.7 =082 04$a631.4/9$223 =100 1\$aTullis, Blake P.,$eauthor. =245 10$aComparing Raindrop Size and Velocity Measurement Accuracy Using Shadowgraphy, Disdrometery, and Pie Pan Measurement Techniques /$cBlake P. Tullis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aLocal raindrop size and velocity data measurements are often used to quantify hyetographs for rainfall events; the accuracy of the rainfall hyetograph is dependent on the accuracy of the raindrop size and velocity measurement technique. Different raindrop size and velocity measurement techniques were evaluated using simulated raindrops of relatively uniform size in the laboratory. The measurement techniques included a high-speed photography-based imaging system (shadowgraphy), an optical disdrometer, and a pie pan method (raindrop size only). The shadowgraphy system, which had a measurement uncertainty of 2.86 %, served as the comparative standard for the other measurement techniques. The disdrometer raindrop size measurements were relatively accurate except for raindrops passing near the lateral limits of the measurement sheet; the peripheral raindrops sizes were estimated to be 97 % smaller than their actual size. The pie pan method overestimated raindrop sizes by approximately 41 %. The disdrometer raindrop velocity data underestimated actual velocities. Of the techniques evaluated, the disdrometer represents the only practical field deployable method for quantifying rainfall data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aErosion control. =650 \0$aRaindrop diameter. =650 \0$aRaindrop velocity. =650 \0$aSoil erosion. =650 \0$aSoil science. =650 14$aRaindrop velocity. =650 24$aRaindrop diameter. =650 24$aErosion control. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150048.htm =LDR 03488nab a2200529 i 4500 =001 JTE20140346 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140346$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140346$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA193 =082 04$a512.9/436$223 =100 1\$aChen, Xuguang,$eauthor. =245 10$aScaled Physical Model Test on Underground Gas Storages Based on a Pneumatically Flexible Loading System /$cXuguang Chen, Tianbin Li, Zhang Qiangyong, Shucai Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aA geomechnical model test was conducted to study the stability of a salt cavern during the gas injection/recovery period. In order to simulate the internal pressure in the cavern and accurately exert the geostress, a numerical controlling pneumatically flexible loading model test system was developed. This loading system also realized the automatically loading digitalization control and visualization display. The model cavern was built using a wooden mold and was set within a latex balloon. This designation realized the injection and extraction of the gas, which simulated the variation of gas pressure in prototype engineering. During the model test, the precisely optical-based sensors were buried into the model to observe the deformation of the cavern. The deformation laws of the cavern were separately obtained at the gas stability, gas injection, and gas extraction stages. In addition, the optimal gas pressure and safe gas pressure were determined through the deformation law versus the gas pressure. Through analysis, the gas extraction and the rate of gas injection/extraction were identified to be the most important factors that threaten the stability of the salt cavern. The model test also demonstrated that the middle layer was the most at-risk section during the operation period compared to the other regions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInternal pressure. =650 \0$aNumerical control. =650 \0$aComputational Mathematics and Numerical Analysis. =650 \0$aComputational Science and Engineering. =650 \0$aSystems Theory, Control. =650 14$aNumerical control. =650 24$aPneumatically flexible loading. =650 24$aInternal pressure. =650 24$aGas storage in bedded salt. =700 1\$aLi, Tianbin,$eauthor. =700 1\$aQiangyong, Zhang,$eauthor. =700 1\$aLi, Shucai,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140346.htm =LDR 03343nab a2200553 i 4500 =001 JTE20150090 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150090$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150090$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aLiu, Ping,$eauthor. =245 10$aSimulation of the Quasi-Static Uniaxial Compressive Behavior of Entangled Titanium Wire Materials (ETWMs) /$cPing Liu, Yongmin Qiao, Qinghua Zhao, Minchang Wu, Jipeng Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aA method combining the Voronoi random model with ABAQUS finite element software was employed to simulate the deformation process of entangled titanium wire materials with different porosities under the quasi-static uniaxial compression load, and investigate the deformation mechanism of the materials. The results revealed that the non-uniform density distribution could cause the local deformation and the formation of deformation regions. The model almost did not appear as macroscopic fracture until the final failure. The entangled titanium wire materials models showed typical elastic-plastic behavior under compression load (i.e., three stages of deformation): an elastic stage, a relatively longer plastic collapse platform stage, and a densification stage. It was also found that the "platform stage" in the stress-strain curve during the compression process was not very flat. The length of the platform stage became shorter as porosity decreased, and the plateau compression force increased significantly with the decrease of porosity. These results agreed with the actual compression test results of the entangled titanium wire materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSimulation. =650 \0$aCompressive behavior. =650 \0$aVoronoi random model. =650 \0$afinite element analysis. =650 \0$aStructural analysis (Engineering) =650 14$aEntangled titanium wire materials. =650 24$aCompressive behavior. =650 24$aSimulation. =650 24$aVoronoi random model. =650 24$aABAQUS finite element. =700 1\$aQiao, Yongmin,$eauthor. =700 1\$aZhao, Qinghua,$eauthor. =700 1\$aWu, Minchang,$eauthor. =700 1\$aLi, Jipeng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150090.htm =LDR 03572nab a2200517 i 4500 =001 JTE20140508 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140508$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140508$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD883.7.E85 =082 04$a363.7/392/094$223 =100 1\$aVelumani, P.,$eauthor. =245 13$aAn Innovative Approach to Evaluate the Performance of Sludge-Incorporated Fly Ash Bricks /$cP. Velumani, S. SenthilKumar, P. V. Premalatha. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aThe Industrial Revolution turned a new leaf in the economic growth of India, which is famous for its industries and agriculture. Notably, the textile industry, which is one of the major sectors, has had rapid growth throughout India in general and Tamil Nadu in particular. The government of India has earmarked seven hundred crore rupees in its twelfth five-year plan during 2012-2017 for the development of textiles to increase production at a large scale. For the largest production operations, the necessity arises for the treatment of effluents to be carried out jointly by companies or as individual industries. Apparently, the treatment of textile effluents generates sludge in bulk quantities. This poses a challenge for its disposal. So, attempts were taken to use the sludge as an affordable construction material. Sludge was collected from the effluent treatment plants of the textile industries located in the State Industries Promotion Corporation of Tamil Nadu (SIPCOT), Perundurai, which is popularly known as a commercial hub. To make a brick, materials like hypo sludge, textile sludge, quarry dust, fly ash, and gypsum were added in suitable proportion. The manufacture of bricks was done in accordance with Indian standard practice. Not only observations but also evaluations were made correctly. There was an increase in strength, which satisfied the criteria of durability, as hypo sludge content was increased. All the combinations that were formulated for the production of brick satisfy Bureau of Indian Standards (BIS) requirements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSludge. =650 \0$aSludge bricks. =650 \0$aTextile sludge. =650 \0$aWaste utilization. =650 14$aSludge. =650 24$aTextile sludge. =650 24$aEffluent treatment waste utilization. =650 24$aSludge bricks. =650 24$aWaste utilization. =700 1\$aSenthilKumar, S.,$eauthor. =700 1\$aPremalatha, P. V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140508.htm =LDR 03719nab a2200553 i 4500 =001 JTE20150308 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150308$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150308$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.A1 =082 04$a624.1/5136$223 =100 1\$aKadali, Srinivas,$eauthor. =245 10$aApplication of Heat of Wetting for Determination of Soil-Specific Characteristics of Fine-Grained Soils /$cSrinivas Kadali, S. U. Susha Lekshmi, D. N. Singh, Maryam Shojaei Baghini. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b52 =520 3\$aConventionally, particle size distribution characteristics and consistency limits have been used to characterize fine-grained soils. However, these schemes of soil characterization are devoid of several other soil-specific parameters (viz., specific surface area, specific gravity, weight loss during heating, heat produced during the interaction of soil with water, chemical and mineralogical composition, zeta potential, cation-exchange capacity, and reactivity) that imbibe in them physical, chemical, mineralogical, and thermal characteristics or, in short, the "overall characteristics" of the soil. These characteristics are also useful to define soils with pollutants and contaminants, which result from rapid and indiscriminate industrialization. Hence, characterization of the soil based on its "heat of wetting," which imbibes the specific characteristics of the soil and is measured by the percentage increase in temperature (PIT) when soil-water interaction occurs, appears to be quite prudent and a novel idea or hypothesis. With this in view and to develop a soil characterization scheme, soils of completely different characteristics were allowed to interact with water in a calorimeter, and the PIT was measured precisely by employing a thermocouple. The PIT and various soil-specific parameters when correlated with each other yielded well-defined relationships. Utility of these relationships for a quick and easy characterization of fine-grained soils has also been demonstrated in this study. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHeat of wetting. =650 \0$aCharacterization. =650 \0$aFine-grained soils. =650 \0$aCalorimetric studies. =650 \0$aSoil mechanics. =650 \0$aEngineering Fluid Dynamics. =650 \0$aGeotechnical Engineering. =650 14$aFine-grained soils. =650 24$aCalorimetric studies. =650 24$aHeat of wetting. =650 24$aCharacterization. =700 1\$aSusha Lekshmi, S. U.,$eauthor. =700 1\$aSingh, D. N.,$eauthor. =700 1\$aShojaei Baghini, Maryam,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150308.htm =LDR 02436nab a2200505 i 4500 =001 JTE20150299 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150299$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150299$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.14 =082 04$a620.11233$223 =100 1\$aGiuliano, G.,$eauthor. =245 10$aComparison Between Superplastic and Non-Superplastic Grade AA 5083 /$cG. Giuliano, F. Samani. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aTo analyze the hot-deformation behavior of aluminum alloy 5083, this work shows the results of free-forming tests at constant pressure in different pressure and temperature conditions. Results of the non-superplastic AA5083 are compared with results obtained with the same material but in superplastic conditions. Though formability is quite reduced in non-superplastic grade aluminum alloy 5083, the hot-deformation process is able to reduce operating temperature and time of final forming if forming pressure is increased. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFree bulging. =650 \0$aSuperplastic forming. =650 \0$aQuick plastic forming. =650 \0$aPlasticity. =650 \0$aSoil mechanics. =650 14$aAA5083. =650 24$aFree bulging. =650 24$aSuperplastic forming. =650 24$aQuick plastic forming. =700 1\$aSamani, F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150299.htm =LDR 04039nab a2200529 i 4500 =001 JTE20150054 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150054$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150054$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8/5$223 =100 1\$aWest, D.,$eauthor. =245 10$aQuantifying the Non-Linear Hydraulic Behavior of Pervious Concrete /$cD. West, N. B. Kaye, B. J. Putman, R. Clark. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aResults are presented for the intrinsic permeability and form drag coefficient (CF) for a set of nominally identical cylindrical pervious concrete specimens. Specimens were tested at a range of flow rates in a constant head permeameter. The mean and standard deviation of the permeability and CF show substantial variability. This statistical characterization of hydraulic performance was used to model the behavior that would be observed using other standard methods for characterizing hydraulic performance of porous pavement mixtures. Results indicate that falling head, constant head, and infiltration tests have the potential to significantly underestimate the permeability of porous pavement mixtures. Results from modeled falling head tests showed that this test results in permeability estimates up to a factor of ten lower than the actual permeability and are uncorrelated to the actual permeability. For high permeability pavement mixtures, falling head tests will only provide adequate values of permeability if run at heads so low that measurement resolution is a problem. Constant head tests can be used, though model results indicate that, even for very small hydraulic gradients, the head versus flow rate relationship is quadratic. As such, CF must be calculated. Failure to do so leads to significant underestimation of the permeability. For most applications, the permeability of a well-designed and placed pervious concrete is more than adequate and the improvement in accuracy gained by fully characterizing both the permeability and CF of a pavement is not necessary. However, for poorly constructed pavements, or pavements that need to infiltrate large amounts of run-on from adjacent impervious areas, the additional accuracy may be important. The additional level of accuracy is also important for research into improving design and construction of pervious concrete where comprehensive and accurate characterization of test specimens is needed for statistically significant comparisons between different design specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPermeameter. =650 \0$aPermeability. =650 \0$aPorous pavement. =650 \0$aPavements, Porous. =650 \0$aPorous materials. =650 \0$aPavements, Asphalt. =650 14$aPorous pavement. =650 24$aPermeability. =650 24$aPermeameter. =700 1\$aKaye, N. B.,$eauthor. =700 1\$aPutman, B. J.,$eauthor. =700 1\$aClark, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150054.htm =LDR 04050nab a2200577 i 4500 =001 JTE20140280 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140280$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140280$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1 =082 04$a620.6$223 =100 1\$aVipulanandan, C.,$eauthor. =245 10$aXRD and TGA, Swelling and Compacted Properties of Polymer Treated Sulfate Contaminated CL Soil /$cC. Vipulanandan, A. Mohammed. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aIn this study, the effect of up to 4 % calcium sulfate contamination on the soil properties of a natural clay with low liquid limit (CL) soil with and without polymer treatment was investigated and compared to 6 % lime treated soil. X-ray diffraction (XRD) and thermogravimetric analysis (TGA) methods were used to identify and quantify the changes in the contaminated CL clay soil. XRD analyses showed the major constituents of the soil were calcium silicate (CaSiO3), aluminum silicate (Al2SiO5), magnesium silicate (MgSiO3), and quartz (SiO2). With 4 % calcium sulfate contamination, the liquid limit (LL) and plasticity index (PI) of the CL soil increased by 30 and 45 %, respectively. The addition of calcium sulfate resulted in the formation of calcium silicate sulfate (Ternesite Ca5(SiO4)2SO4) and aluminum silicate sulfate (Al5(SiO4)2SO4). TGA analyses showed a notable reduction in the weight of calcium sulfate contaminated soil between 600 and 800°C, possibly due to changes in soil mineralogy. In addition, the total weight loss at 800°C for 1.5 % polymer treated soil was about 40 % less than the 4 % calcium sulfate contaminated soil, and it was similar to the weight loss observed in the uncontaminated CL soil. The maximum dry density of compacted soil decreased and the optimum moisture content increased with 4 % of calcium sulfate. The addition of 4 % calcium sulfate increased the free swelling of compacted soil by 67 %. The addition of 6 % lime resulted in the formation of ettringite (Ca6Al2 (SO4)3(OH)12.26H2O). Polymer treatment decreased the LL, PI, swelling index, and optimum moisture content of the soil and increased the compacted maximum dry density. Behavior of sulfate contaminated CL soil with and without treatment was quantified using a unique model that represented both linear and nonlinear responses. Also the model predictions were compared with published data in the literature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCL soil. =650 \0$aCompaction. =650 \0$aFree swelling. =650 \0$aIndex properties. =650 \0$aPolymer solution. =650 \0$aLaboratory tests. =650 \0$aSoil tests. =650 \0$aSoils. =650 14$aIndex properties. =650 24$aCL soil. =650 24$aCompaction. =650 24$aFree swelling. =650 24$aX-ray diffraction analyses. =650 24$aThermogravimetric analysis (TGA) =650 24$aPolymer solution. =700 1\$aMohammed, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140280.htm =LDR 04328nab a2200625 i 4500 =001 JTE20140447 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140447$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140447$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aLi, Xiaoyan,$eauthor. =245 10$aCharacteristics of a Surfactant Produced Warm Mix Asphalt Binder and Workability of the Mixture /$cXiaoyan Li, Hainian Wang, Chen Zhang, Aboelkasim Diab, Zhanping You. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aWarm mix asphalt (WMA) technologies significantly reduced the mixing and compaction temperatures in the construction of asphalt pavement, which thus lowered the energy consumption and gas emissions. Different types of WMA additives have been developed and applied in the past decade. However, there are still several concerns associated with the application of WMA technologies. The objective of this study was to address the characteristics of WMA binder produced using a surfactant additive namely, ADDITIVE-A. Two binders, 70 penetration grade (70#) asphalt and 90 penetration grade (90#) asphalt were applied as the base binder to produce the WMA in this study. A portable workability device was presented in this paper to evaluate the torque values of WMAs since the workability is the main property to determine the mixing and compaction temperatures of WMA and a laboratory workability test has yet to be developed. The proper mixing and compaction temperatures were also obtained based on the proposed test. A series of tests, including penetration, softening point, ductility and viscosity of different WMA additive concentrations (0, 0.3, 0.5, 0.7, and 0.9 % by the weight of asphalt binder) were conducted to investigate the mechanisms of the surfactant on asphalt binder. The contact angles of WMA binders were tested to investigate the modification mechanism of surfactant additive on asphalt binder. The laboratory tests indicate that the surfactant additive (ADDITIVE-A) makes the asphalt binder softer, more temperature sensitive, and having better low temperature property. However, the surfactant does not show a significant impact on the high temperature property and viscosity. The addition of the surfactant additive increased the workability of asphalt mixture and decreased the mixing and compaction temperatures of asphalt mixture. Based on the workability test results, the 0.7 % concentrations of the ADDITIVE-A provided a more obvious effect to reduce the production temperature of asphalt mixture. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDuctility. =650 \0$aViscosity. =650 \0$aPenetration. =650 \0$aWorkability. =650 \0$aContact angle. =650 \0$aSoftening point. =650 \0$aWarm mix asphalt binder. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aWarm mix asphalt binder. =650 24$aContact angle. =650 24$aPenetration. =650 24$aSoftening point. =650 24$aDuctility. =650 24$aViscosity. =650 24$aWorkability. =700 1\$aWang, Hainian,$eauthor. =700 1\$aZhang, Chen,$eauthor. =700 1\$aDiab, Aboelkasim,$eauthor. =700 1\$aYou, Zhanping,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140447.htm =LDR 02949nab a2200541 i 4500 =001 JTE20140415 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140415$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140415$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7870.15 =082 04$a621.381/046$223 =100 1\$aLiu, X.,$eauthor. =245 10$aTest Method to Assess Membrane Layer Fatigue Response on Orthotropic Steel Bridge Decks /$cX. Liu, G. Tzimiris, J. Li, A. Scarpas. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aIn order to adequately characterize the fatigue response of the various membranes with surrounding multilayer surfacing layers on orthotropic steel decks and collect the necessary parameters for FE modeling, the details of the cyclic membrane adhesion tester (MAT) were introduced. The fatigue damage in membrane interface was related to the amount of dissipated work computed by using the measurement of actuator load and piston deformation during the loading cycle. The dissipated work, which is equivalent to the lost part of the total potential energy of the membrane, was utilized to explain the incremental damage during the testing. Furthermore, using the experimental data obtained from MAT, ranking of the bonding characteristics of various membrane products was demonstrated as well as the role of other influencing factors, such as the types of substrate and test temperatures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aMembrane. =650 \0$aDissipated energy. =650 \0$aAdhesive bonding strength. =650 \0$aAdhesive joints. =650 14$aMembrane. =650 24$aOrthotropic steel deck bridge. =650 24$aFatigue. =650 24$aDissipated energy. =650 24$aAdhesive bonding strength. =700 1\$aTzimiris, G.,$eauthor. =700 1\$aLi, J.,$eauthor. =700 1\$aScarpas, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140415.htm =LDR 03584nab a2200541 i 4500 =001 JTE20150033 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150033$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150033$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aQiao, B.,$eauthor. =245 10$aPercolation Effect on the Piezoresistivity of Carbon Nanotube/Cement Composite as a Stress Self-Sensing Material /$cB. Qiao, N. Xie, J. Meng, T. Yan, L. Feng, J. Zhong. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b35 =520 3\$aSelf-sensing material is one of the most important components of smart construction. As a promising stress self-sensing material, carbon nanotube (CNT)/cement composite has been widely studied in the past decade. The stress self-sensing performance, which is reflected by the piezoresistivity of the CNT/cement composite, can be determined by several factors, such as CNT dispersion, water/binder ratio, or loading directions. Although these factors have been systematically investigated to demonstrate their effects on the self-sensing performance of CNT/cement composite, the variation of the percolation networks of CNT in the cement matrix, which is another important factor that determines the piezoresistivity of the CNT/cement composite, was barely discussed before. In this study, the variation of the CNT percolation network in cement matrix under compression loading was calculated based on the percolation theory; and the piezoresistivity of the CNT/cement composite below and above the percolation threshold was analyzed from the perspective of the effective percolation networks of CNT in the CNT/cement composite. Furthermore, the mechanism of the piezoresistivity variation was elucidated via calculating the percolation backbone density. This study not only gives a basic introduction to calculate the effective percolation networks of CNT in the cement matrix, but also shed light on how to obtain a CNT/cement composite with a stable stress self-sensing performance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSelf-sensing. =650 \0$aBackbone density. =650 \0$acomposite material. =650 \0$aComposites. =650 14$aCNT/cement composites. =650 24$aSelf-sensing. =650 24$aPercolation critical exponent. =650 24$aBackbone density. =700 1\$aXie, N.,$eauthor. =700 1\$aMeng, J.,$eauthor. =700 1\$aYan, T.,$eauthor. =700 1\$aFeng, L.,$eauthor. =700 1\$aZhong, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150033.htm =LDR 03944nab a2200505 i 4500 =001 JTE20140291 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140291$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140291$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1/7765$223 =100 1\$aZhao, Yi.,$eauthor. =245 10$aBack-Pressure Saturated Constant-Rate-of-Strain Consolidation Device With Bender Elements :$bVerification of System Compliance /$cYi. Zhao, Richard A. Coffman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aA back-pressure saturated, constant-rate-of-strain (BP-CRS) consolidation device was modified to incorporate bender elements (BE). A series of laboratory tests were conducted on a dummy brass sample and on kaolinite soil samples, using the BP-CRS and BP-CRS-BE devices, to determine the amount of system compliance for the BP-CRS-BE device, as compared to the BP-CRS device. The amount of machine deflection was determined for both the BP-CRS-BE device and BP-CRS device. Two approaches (quick and slow) were evaluated for determining the machine deflection. The machine deflection results, as obtained from both methods, were comparable; therefore, the use of the quick method is recommended. The respective average amount of maximum machine deflection (brass sample) and maximum corrected vertical deformation (kaolinite sample) for the BP-CRS and BP-CRS-BE devices were 0.78 mm and 0.88 mm (machine deflection) and 3.15 mm and 3.43 mm (soil deformation), respectively. Consolidation parameters were determined by subtracting the amount of respective machine deflection from the amount of vertical deformation that was measured during the tests that were performed on kaolinite soil samples. The consolidation parameters, as obtained from both devices, were also comparable. The average values of recompression index (Cr), compression index (Cc), swell index (Cs), and coefficient of consolidation (Cv) for the kaolinite samples that were tested in the BP-CRS and BP-CRS-BE devices were 0.07 and 0.08, 0.19 and 0.21, 0.08 and 0.07, and 9.3E-8 m2/s and 9.6E-7 m2/s, respectively. Because similar values were obtained for the consolidation parameters, as obtained by using wither the BP-CRS device or the BP-CRS-BE device, the use of the newly designed BP-CRS-BE device is advocated because the BP-CRS-BE device also enabled collection of shear wave velocity measurements while the sample was being subjected to various stress levels. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConsolidation. =650 \0$aSystem compliance. =650 \0$aShear wave velocity. =650 \0$aConstant-rate-of-strain. =650 \0$aShear (Mechanics) =650 14$aSystem compliance. =650 24$aConstant-rate-of-strain. =650 24$aConsolidation. =650 24$aShear wave velocity. =700 1\$aCoffman, Richard A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140291.htm =LDR 02986nab a2200541 i 4500 =001 JTE20140378 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140378$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140378$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.S5 =082 04$a624.1/7762$223 =100 1\$aXi, Lu.,$eauthor. =245 10$aExperimental Investigation of Bending Fatigue Life of Driving Pinion Tooth of Hypoid Bevels /$cLu. Xi, Shuwen Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aUsing transmission assemblies and pairs of hypoid bevel gears, fatigue experiments with two different test apparatuses were performed to investigate the bending fatigue life of driving pinion tooth. Experimental results indicated that the average fatigue life of driving pinion tooth tested by a pair of hypoid gears was about 4 times longer than that of the results of transmission assemblies under the same input torque. Simulation results of static stress and static deformation proved that one of the main reasons that affect the bending fatigue life of driving pinion tooth was the mounting stiffness of hypoid gear pair. The assessment standards of bending fatigue life of driving pinion tooth were then changed when the mounting stiffness of the hypoid gear pair was different. One of the effective methods for increasing fatigue life of driving pinion tooth and transmission assembly was to increase the mounting stiffness and to ensure accurate mesh of the hypoid gear pair. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHypoid gear. =650 \0$aFatigue life. =650 \0$aTransmission. =650 \0$aTooth bending. =650 \0$aFatigue testing. =650 \0$aBending. =650 \0$aShells (Engineering) =650 14$aFatigue life. =650 24$aTooth bending. =650 24$aFatigue testing. =650 24$aHypoid gear. =650 24$aTransmission. =700 1\$aWang, Shuwen,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140378.htm =LDR 03976nab a2200541 i 4500 =001 JTE20150135 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150135$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150135$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a625.85$223 =100 1\$aLuo, Xue,$eauthor. =245 10$aCharacterization of Healing of Asphalt Mixtures Using Creep and Step-Loading Recovery Test /$cXue Luo, Robert L. Lytton. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aHealing of asphalt mixtures has been proven to be significant, and different approaches exist to characterize it, such as the phenomenological methods, mechanism-based, and mechanics-based methods. To target the actual causal relationship for healing in asphalt mixtures, a new test called the creep and step-loading recovery (CSR) test, along with a new mechanistic method termed the energy-based mechanistic (EBM) approach, was previously developed by the authors. This paper aimed at examining the applicability of the CSR test with the EBM approach in characterizing healing of asphalt mixtures. A variety of asphalt mixtures were selected and subjected to the CSR test in this study. The internal stress measured by the CSR test was used in the EBM approach to generate a damage density progression curve, which directly reflected how the damage developed and healed in the tested material. Based on this curve, the normalized extent of healing was defined as a direct measure of healing, and the healing curve (the normalized extent of healing versus the rest time) was defined as a straightforward tool to qualitatively evaluate the healing ability of asphalt mixtures. To further achieve a quantitative description of the healing ability, a healing model based on the Ramberg-Osgood equation was developed to simulate the healing curve. The parameters in the healing model represent the healing speed at different stages of healing (the initial healing rate and ultimate healing rate) and the overall ability of the material to heal (the healing scale). Both the healing curves and healing parameters can discern the difference in the healing ability caused by the air void content, aging, temperature, and the type of asphalt binder. In other words, the CSR test, along with the EBM approach, was able to produce a reasonable and consistent prediction of healing for asphalt mixtures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHealing. =650 \0$aHealing curve. =650 \0$aHealing parameters. =650 \0$aAsphalt concrete$xTesting. =650 \0$aAsphalt concrete$xCreep. =650 \0$aAsphalt Mixtures. =650 14$aHealing. =650 24$aAsphalt mixtures. =650 24$aCreep and step-loading recovery test. =650 24$aEnergy-based mechanistic approach. =650 24$aHealing curve. =650 24$aHealing parameters. =700 1\$aLytton, Robert L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150135.htm =LDR 02997nab a2200541 i 4500 =001 JTE20150131 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150131$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150131$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA406 =082 04$a620.1123$223 =100 1\$aHao, Wenfeng,$eauthor. =245 10$aPhotoelastic Investigation of Interaction Between Matrix Crack and Different Shapes of Inclusions /$cWenfeng Hao, Can Tang, Yanan Yuan, Yinji Ma. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b36 =520 3\$aThe interaction between different shapes of inclusions and the mode I matrix crack was studied experimentally using the photoelasticity method. First, the stress intensity factor (SIF) at the matrix crack tip in the neighborhood of the inclusions was derived based on transformation toughening theory and the Eshelby equivalent inclusion method. Then, photoelastic experiments were conducted using specimens with different shapes of inclusions, and the typical isochromatic fringe patterns around the crack tip near the inclusions were obtained. Finally, a numerical simulation was conducted for the same problem using ABAQUS, and the stress intensity factors computed from the finite-element method were compared with the experimental results. The results show that the stress intensity factors extracted from isochromatic fringe patterns agree well with the numerical and theoretical results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPhotoelasticity. =650 \0$aIsochromatic fringe. =650 \0$aStress intensity factor. =650 \0$aOptique. =650 \0$aPhotoelastic. =650 14$aCrack-inclusion interaction. =650 24$aStress intensity factor. =650 24$aPhotoelasticity. =650 24$aIsochromatic fringe. =650 24$aEshelby equivalent inclusion. =700 1\$aTang, Can,$eauthor. =700 1\$aYuan, Yanan,$eauthor. =700 1\$aMa, Yinji,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150131.htm =LDR 02802nab a2200589 i 4500 =001 JTE20140492 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140492$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140492$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS494.5.P73 =082 04$a631$223 =100 1\$aOzcelik, Y.,$eauthor. =245 10$aAssessment of Surface Quality of Stone Treated by Water Jet and Bush Hammering Using Geostatistical Simulations /$cY. Ozcelik, A. E. Tercan, E. Yilmazkaya. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aA number of surface-treatment methods can be used to increase the rock roughness to improve its antislip properties while preserving aesthetic appearance. Bush hammering and water jetting are two of these surface-treatment methods. In this study, Sardinian basalt samples were treated with plain water jet and soft and hard bush-hammering methods, and quality of surfaces treated was assessed geostatistically. Realizations of the treated surfaces were generated by using sequential Gaussian simulation. The results show that the surfaces treated by the water-jet method are more homogeneous than others. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWater jet. =650 \0$aSimulation. =650 \0$aGeostatistics. =650 \0$aBush hammering. =650 \0$aSurface elevation. =650 \0$aSurface treatment. =650 \0$aStatistics as Topic. =650 \0$ageomorphology. =650 \0$aprecision agriculture. =650 14$aWater jet. =650 24$aSurface treatment. =650 24$aBush hammering. =650 24$aSurface elevation. =650 24$aGeostatistics. =650 24$aSimulation. =700 1\$aTercan, A. E.,$eauthor. =700 1\$aYilmazkaya, E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140492.htm =LDR 04255nab a2200553 i 4500 =001 JTE20140345 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140345$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140345$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.1/6/5$223 =100 1\$aAde, N.,$eauthor. =245 10$aEvaluating Airbag Safety Vests for Equestrian Sports /$cN. Ade, R. Stämpfli, K. -U. Schmitt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aThoracic injuries are common in equestrian sports. Advanced safety equipment, including airbag vests, have been introduced to the market to protect this body region. Standard EN13158 ["Protective Clothing—Protective Jackets, Body and Shoulder Protectors for Equestrian Use: For Horse Riders and Those Working with Horses, and for Horse Drivers—Requirements and Test Methods," European Committee for Standardization, Brussels, 2009 (in German)] defines the minimum requirements for conventional safety vests; however, there is currently no standard related to airbag vests for equestrian sports. The aim of this study is to investigate the applicability of a draft motorcycling standard [prEN1621-4, "Motorcyclists' Protective Clothing Against Mechanical Impact. Part 4: Motorcyclists' Inflatable Protectors—Requirements and Test Methods," Deutsches Institut für Normung e.V., Berlin, 2010 (in German)] for equestrian airbag vests. Based on EN13158 and prEN1621-4, airbag vests for equestrian sports were tested. In addition to the tests outlined in the above standards, the pressure induced by the inflating airbag on the thorax was measured and the sound level of the deploying airbag was recorded. The use of airbag vests in conjunction with conventional vests was also investigated. Testing airbag vests in accordance with the existing standards was possible without practical issues. The impact tests indicated that airbag vests were able to absorb higher forces compared to conventional vests. The airbag inflation times were recorded to be between 186 and 260 ms. Trigger forces were measured to be between 150 and 593 N. The maximum pressure on the upper body resulted in 20 to 84 kPa. The bang associated with airbag deployment generated a sound level of 87.3 to 98.4 dB(A). The degree of protection offered by airbag vests was demonstrated by applying the procedures prescribed in existing standards. The draft standard for motorcycling proved to be applicable to equestrian sports. However, regarding the interpretation of the test results, it seems necessary to adapt several threshold values of this standard to account for equestrian-specific parameters. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImpact testing. =650 \0$aInjury prevention. =650 \0$aAirbag safety vests. =650 \0$aEquestrian injuries. =650 \0$aProtective equipment. =650 \0$aImpact. =650 \0$aMetals$vTesting. =650 14$aProtective equipment. =650 24$aAirbag safety vests. =650 24$aEquestrian injuries. =650 24$aInjury prevention. =650 24$aImpact testing. =700 1\$aStämpfli, R.,$eauthor. =700 1\$aSchmitt, K. -U.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140345.htm =LDR 03674nab a2200577 i 4500 =001 JTE20150051 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150051$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150051$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a620.1/123$223 =100 1\$aSánchez-Heres, Luis F.,$eauthor. =245 10$aCharacterization of Non-Crimp Fabric Laminates :$bLoss of Accuracy Due to Strain Measuring Techniques /$cLuis F. Sánchez-Heres, Jonas W. Ringsberg, Erland Johnson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aIn mechanical characterization methods, the mechanical properties of multiple material test specimens are measured to determine the probabilistic characteristics of the material's properties through statistical inference. Several of these methods require the measurement of deformations, and to do so, they rely on local strain measuring techniques, such as bonded strain gages and extensometers. In this study, we show that for non-crimp fabric laminates, local strain measurements acting as proxies of global laminate strain contain a random strain measurement error. Furthermore, we demonstrate that this strain measurement error can significantly reduce the accuracy of characterization methodologies for non-crimp fabric laminates. The strain measurement error pollutes the mechanical property measurements on laminate test specimens, leading to inaccurate statistical inferences. Because the strain measurement error is random, the inferences regarding the mechanical properties may occasionally be conservative or non-conservative with respect to the inference that would have been made if there was no strain measurement error. The results presented in this study are of importance because over-conservative mechanical properties can lead to unnecessarily heavy structures, and non-conservative ones may lead to unsafe structures, endangering life property and the environment. Both scenarios were discussed along with their likelihood and possible consequences. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrain. =650 \0$aTesting. =650 \0$aStatistics. =650 \0$aCharacterization. =650 \0$aNon-crimp fabrics. =650 \0$aDigital image correlation. =650 \0$aStrains and stresses. =650 \0$aMechanical prestressing. =650 14$aNon-crimp fabrics. =650 24$aCharacterization. =650 24$aDigital image correlation. =650 24$aStatistics. =650 24$aStrain. =650 24$aTesting. =700 1\$aRingsberg, Jonas W.,$eauthor. =700 1\$aJohnson, Erland,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150051.htm =LDR 03455nab a2200601 i 4500 =001 JTE20140507 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140507$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140507$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a620.1363$223 =100 1\$aVidya Sagar, R.,$eauthor. =245 10$aAcoustic Emission During Flexural Deformation of Reinforced Concrete Under Incremental Cyclic Loading /$cR. Vidya Sagar, M. V. M. S. Rao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b55 =520 3\$aAcoustic emissions (AE) released during the flexure tests of reinforced concrete (RC) beams under incremental cyclic loading conditions in the laboratory were subjected to improved b-value (Ib-value) analysis. Ib-value has been reported to be useful to detect, track, and investigate the various stages of micro-cracking and macro-crack damage in concrete. Further, Ib-value has been found to be free from the influence of monitoring conditions. We observed in the present study that the Ib-value began to decrease with the beginning of the formation of new micro-cracks, and then stabilized (~1.0) and finally dropped down sharply to a very low value marking the onset of macro-crack damage and its growth in concrete. Additionally, when the Ib-value decreased, AE with steep rise angle (RA) values were noticed with the formation and growth of micro-cracks in concrete. On the contrary, the average frequency (AF) of AE events was found to decrease during the micro- and macro-cracking stages of the test beams. These experimental observations of AE-based Ib-value combined with RA and AF were useful for the detailed study of flexural deformation and the failure of concrete at various stages in the laboratory and, perhaps, in situ conditions as well. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamage. =650 \0$aIb-value. =650 \0$aRise angle. =650 \0$aAcoustic emission. =650 \0$aReinforced concrete. =650 \0$aFlexural deformation. =650 \0$aDeformation. =650 \0$aElastic deformation. =650 \0$aConcrete. =650 \0$aConcrete$xDefects. =650 \0$aConcrete$xFatigue. =650 14$aAcoustic emission. =650 24$aReinforced concrete. =650 24$aFlexural deformation. =650 24$aIb-value. =650 24$aRise angle. =650 24$aDamage. =700 1\$aRao, M. V. M. S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140507.htm =LDR 03024nab a2200517 i 4500 =001 JTE20140374 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140374$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140374$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA462 =082 04$a620.11223$223 =100 1\$aPinkerton, Luke R.,$eauthor. =245 10$aMeasurement of Average Tensile Force for Individual Steel Fiber Using New Direct Tension Test /$cLuke R. Pinkerton, Samhar Hoz, Jeff Novak. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThe use of steel-fiber reinforcement as an alternative to conventional reinforcement of various concrete structures has been limited in the construction industry. This is because of the fact that, unlike traditional reinforcement, the performance characterization of steel-fiber concrete is not standardized, because the fibers are distributed throughout the concrete section. Whereas direct tensile resistance is the performance measurement required for design, the steel-fiber industry has yet to actively employ direct tensile testing of steel fibers. The tensile response of steel-fiber-reinforced concrete has been investigated. The primary purpose of this paper is to present a robust new direct tension test method. This method is able to determine the uniaxial tensile response of steel-fiber-reinforced concrete. The method uses a three-dimensional "hourglass"-shaped tapered specimen. This paper also focuses on developing a practical method to determine the average tensile force per fiber. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteel fibers. =650 \0$aTension testing. =650 \0$aFiber-reinforced concrete. =650 \0$aStress corrosion$vTesting. =650 14$aTension testing. =650 24$aFiber-reinforced concrete. =650 24$aSteel fibers. =650 24$aTSMR. =650 24$aTwisted steel micro rebar. =700 1\$aHoz, Samhar,$eauthor. =700 1\$aNovak, Jeff,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140374.htm =LDR 03553nab a2200517 i 4500 =001 JTE20140315 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140315$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140315$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL270 =082 04$a629.24/82$223 =100 1\$aDunno, Kyle,$eauthor. =245 10$aExperimental Comparison of Vehicle Vibration Simulation Techniques /$cKyle Dunno, Gregory S. Batt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aPerforming accurate vehicle vibration simulation is imperative to understanding the adequacy of a packaged product's ability to withstand the rigors of transportation. Over the past decade, various vehicle vibration analysis techniques were proposed in order to provide better correlation to actual field shipments. This paper highlighted the observations made when an independent laboratory utilized four different methods in the simulation of vertical vibration and applied them to three different packaged products. A field data recorder was employed to record over-the-road vibration of a fully loaded steel spring truck traveling over interstates and highways. The collected data was analyzed independently using each of the different techniques and simulated in a lab with the necessary controller. This study is unique in that it considered the response of actual packaged products and through the use of a damage assessment tool, determined how well the techniques correlate with field vibration results. Additionally, two common industry vibration profiles were used to test the packaged products for comparison. The three packaged products used for these evaluations were a top-mount refrigerator, an electric hedge trimmer, and a gas-powered pressure washer. Results indicate that each of the proposed vehicle vibration analysis techniques produces product and package damage that correlates well with typical field vibration results for the three products tested. These results supported the further use of any of these techniques in the simulation of vehicle vibration. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPackage testing. =650 \0$aTransport testing. =650 \0$aVehicle vibration. =650 \0$aVibration simulation. =650 \0$aTire pressure gages. =650 \0$aTires$vDesign. =650 14$aTransport testing. =650 24$aVehicle vibration. =650 24$aPackage testing. =650 24$aVibration simulation. =700 1\$aBatt, Gregory S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140315.htm =LDR 03012nab a2200565 i 4500 =001 JTE20150161 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150161$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150161$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL243 =082 04$a629.231015118$223 =100 1\$aShi, Tianze,$eauthor. =245 10$aPerformance Optimization of Vehicle Handling and Stability Using Multiple Surrogate Models /$cTianze Shi, Shuming Chen, Dengfeng Wang, Jing Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b42 =520 3\$aHandling and stability are key performances characteristics of vehicles. A vehicle with good handling performance can be controlled precisely by drivers and help avoid accidents. In this paper, the handling and stability optimization was conducted based on a multi-body dynamic vehicle model. Considering the large computational assumption numerical model calculation, surrogate modeling techniques were introduced in this study. The non-dominated sorting genetic algorithm version II (NSGA-II) method was applied in the optimization of each surrogate model. A comparison study on three different surrogate models was conducted to understand their performance in engineering problems. It showed that the simultaneous usage of different surrogate models was essential for obtaining the best possible design. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aVehicle handling. =650 \0$aDesign optimization. =650 \0$aMultiple surrogate models. =650 \0$aRoll Stability. =650 \0$aVehicle Dynamics Modeling. =650 \0$aSport Utility Vehicles. =650 \0$aField Experiments. =650 \0$aVehicle Handling Tests. =650 \0$aDynamic Test Equipment. =650 14$aVehicle handling. =650 24$aDesign optimization. =650 24$aMultiple surrogate models. =700 1\$aChen, Shuming,$eauthor. =700 1\$aWang, Dengfeng,$eauthor. =700 1\$aChen, Jing,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150161.htm =LDR 03477nab a2200577 i 4500 =001 JTE20140388 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140388$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140388$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7872.D48 =082 04$a681/.2$223 =100 1\$aSun, Li.,$eauthor. =245 10$aStrain Transfer Analysis of Embedded Fiber Bragg Grating Strain Sensor /$cLi. Sun, Hong Hao, Bo. Zhang, Xueling Ren, Jun Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aDue to the difference in the physical and mechanical properties between the optical fiber, protective layer, adhesive layer, and the host material, the strains measured by a fiber Bragg grating (FBG) sensor may not be the actual strains of the host material, which impedes the reliable applications of FBG sensors. To overcome this problem, in this paper, the strain transfer formula was derived by using elastic analysis, the shear-lag method, and several reasonable assumptions taking into account temperature variations and nonaxial stresses, which was an improvement to an existing study (Li, H. N., Zhou, G. D., Ren, L., and Li, D. S., "Strain Transfer Analysis of Embedded Fiber Bragg Grating Sensor Under Nonaxial Stress," Optic. Eng., Volume 46, No. 5, 2007, 054402). The analytical results were validated by simulating the behavior of a bare optical fiber through finite element analysis. The data enabled the identification of the parameters that influence the strain transfer from the host material to the embedded FBG sensors and the impact of the temperature variation and sensor alignment angle on the measurement accuracy. This work provided additional knowledge for the improvement of the existing strain transfer theory of FBG sensors in order to achieve a more accurate strain measurement with this sensing technology. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFBG sensor. =650 \0$aTemperature. =650 \0$aNonaxial stress. =650 \0$aStrain transfer. =650 \0$aFinite element analysis. =650 \0$aSensor networks. =650 \0$aWireless LANs. =650 14$aFBG sensor. =650 24$aStrain transfer. =650 24$aFinite element analysis. =650 24$aNonaxial stress. =650 24$aTemperature. =700 1\$aHao, Hong,$eauthor. =700 1\$aZhang, Bo.,$eauthor. =700 1\$aRen, Xueling,$eauthor. =700 1\$aLi, Jun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140388.htm =LDR 02895nab a2200517 i 4500 =001 JTE20150011 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150011$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150011$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.42 =082 04$a620.1/126$223 =100 1\$aLarsson, Per-Lennart,$eauthor. =245 10$aCorrelation of Global Quantities for Material Characterization by Sharp Indentation Testing of Elastoplastic Materials /$cPer-Lennart Larsson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b48 =520 3\$aIndentation problems pertinent to sharp indenters were examined. The analysis concerned classical elastic-plastic materials and, especially so, the details of the behavior of global contact quantities, such as mean contact pressure and the size of the contact area, in the transition region where elastic and plastic effects are of equal magnitude. The global contact quantities were correlated accurately using a single parameter, comprising both geometrical and mechanical properties, and presented using closed form expressions directly applicable to material characterization or measurements of residual mechanical fields by sharp indentation tests, but also for situations such as contact in gears or in electronic devices. The derived relations were based on highly accurate previous results from finite element studies of sharp indentation problems. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHardness. =650 \0$aLevel II indentation. =650 \0$aRelative contact area. =650 \0$aElastoplastic materials. =650 \0$aIndentation correlation. =650 \0$aHardness$xTesting. =650 14$aIndentation correlation. =650 24$aElastoplastic materials. =650 24$aLevel II indentation. =650 24$aHardness. =650 24$aRelative contact area. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 44, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2016$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150011.htm =LDR 02228nab a2200469 i 4500 =001 JTE100984 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100984$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100984$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC665.E36 =082 04$a530.141$223 =100 1\$aYan, Xiangqiao,$eauthor. =245 12$aA New Numerical Analysis for Rectangular Tensile Sheet with Single Edge Crack by Boundary Elements /$cXiangqiao Yan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aBy using the hybrid displacement discontinuity method (a boundary element method) proposed recently by the author, in this note a new numerical analysis is presented for the stress intensity factors (SIFs) of rectangular tensile sheet with single edge crack. The new numerical results can reveal the effect of the boundaries parallel to the crack on the SIFs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSingle edge crack. =650 \0$aStress intensity factor. =650 \0$aElectric displacement. =650 \0$aDielectric displacement. =650 14$aStress intensity factor. =650 24$aSingle edge crack. =650 24$aDisplacement discontinuity. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100984.htm =LDR 03559nab a2200517 i 4500 =001 JTE101075 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101075$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101075$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a624.1/834$223 =100 1\$aChen, Dar-Hao,$eauthor. =245 10$aUsing Rolling Dynamic Deflectometer and Overlay Tester to Determine the Reflective Cracking Potential /$cDar-Hao Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aA forensic study was performed using a rolling dynamic deflectometer (RDD) and overlay tester (OT) to investigate the reflective cracks on SH87. Comparative tests were performed on the BU90 that has no cracks. The test results show that BU90 has lower density and lower asphalt content than SH87. This means the hot-mix asphalt (HMA) on BU90 has less resistance to reflective cracking than SH87. The OT confirmed that the cycles to failure are less for BU90 than for SH87. Thus, in terms of individual layer properties, the wearing surface and crack-retarding layer on SH87 has a greater crack resistance than that on BU90 and the asphalt mixes were not the principal reason for the cracking. The three main contributing factors for the reflective cracking on SH87 are: (1) thinner HMA, (2) higher joint movements, and (3) poor bonding between layers. Based on the reliability concept, at 90 % confidence level, the threshold W1-W3 deflection values were found to be 4.4 mils and it is much less than 6.5 mils developed from the IH20 project that has 100 mm of HMA as opposed to 64 mm for the SH87 project. It reaffirms that thicker HMA takes longer to have reflective cracking and it also needs a higher threshold W1-W3 deflection value. Thus, the thicker HMA overlay on BU90 (183 mm) would delay the reflective cracks. The methodology presented demonstrates RDD and OT's abilities to characterize the reflective cracking potential and the proposed threshold value provides a good foundation for further refinement when additional data are available. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOverlay tester. =650 \0$aReflective cracking. =650 \0$aCrack relief interlayer. =650 \0$aJointed concrete pavement. =650 \0$aConcrete. =650 \0$aBuilding materials. =650 14$aRolling dynamic deflectometer. =650 24$aReflective cracking. =650 24$aJointed concrete pavement. =650 24$aCrack relief interlayer. =650 24$aOverlay tester. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101075.htm =LDR 02972nab a2200481 i 4500 =001 JTE100060 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100060$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100060$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a620.1/127$223 =100 1\$aMeged, Y.,$eauthor. =245 10$aNondestructive Testing for the Integrity Evaluation of Erosive and Abrasive Boundary Layers /$cY. Meged. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe test surfaces of erosion and abrasion specimens are prepared by electrical discharge machining, grinding, turning, and polishing. These machining operations form an affected material zone (AMZ), with mechanical and metallurgical alterations. As a result, the erosion properties of the AMZ vary from those of the base material, thereby affecting the cumulative mass loss-time curve. Erosion and abrasion standards loosely specify the preparation method of the specimens' test surface and relate to the AMZ integrity in a qualitative way. Consequently, there is a large variation in the AMZ thickness and properties, and in the mass loss-time pattern. There are several nondestructive test (NDT) methods for determining subsurface integrity. These methods enable one to determine material isotropy, and hardness, residual stress, and grain size gradients in the subsurface layer of many materials. Applying NDT methods in inspection of erosion and abrasion specimens will enable one to conduct better controlled erosion and abrasion tests with high precision results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAbrasion. =650 \0$aErosive boundary layer. =650 \0$aNondestructive testing. =650 14$aAffected material zone. =650 24$aDestructive and nondestructive testing. =650 24$aErosive boundary layer. =650 24$aAbrasion. =650 24$aWeibull cumulative distribution function. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100060.htm =LDR 03790nab a2200565 i 4500 =001 JTE100977 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100977$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100977$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a665.5388$223 =100 1\$aChang, Chieh-Min,$eauthor. =245 10$aEvaluation of Nonnuclear Density Tests on Hot Mix Asphalt Segregation /$cChieh-Min Chang, Jian-Shiuh Chen, Chien-Cheng Fang, Meng-Kung Chang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aSince the identification of segregation on asphalt pavements has been based on visual observations around the world, it is essential to develop a quantitative method to detect the presence and severity of segregation.The nonnuclear density device was selected for the field measurements at nine test sites, and cores were taken for laboratory testing.The nonnuclear density difference between segregated and control areas was found to increase with increasing the segregation severity.For medium or heavy segregated areas, the nonnuclear density difference was more than 90 kg/m3.In medium or heavy segregated areas, the air voids increased by 20 % and the indirect tensile strength decreased by 8 % as compared to the control areas.The criterion to detect segregation was based on the statistical differences in nonnuclear measured density values with a p-value 0.05.If a statistical difference in nonnuclear density between segregated and control areas existed, the chance of aggregate gradation difference in percent passing the 3/8 in., No.4 and No.8 sieves for medium and heavy segregation was 78 and 64 %, respectively.In addition to the field nonnuclear density readings, the material properties of asphalt mixtures obtained from 108 cores, including texture depth and percent air voids were selected as independent variables to develop a model to predict the calibrated nonnuclear density difference between the segregated and control areas.This quantitative model holds a great promise as a tool to identify potential areas of segregation using both lab data and field nonnuclear density measurements for quality assurance purposes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSegregation. =650 \0$aQuality control. =650 \0$aAsphalt pavement. =650 \0$aBituminous mixture. =650 \0$aNonnuclear density. =650 \0$aAsphalt. =650 \0$aBituminous materials. =650 14$aSegregation. =650 24$aNonnuclear density. =650 24$aAsphalt pavement. =650 24$aBituminous mixture. =650 24$aQuality control. =700 1\$aChen, Jian-Shiuh,$eauthor. =700 1\$aFang, Chien-Cheng,$eauthor. =700 1\$aChang, Meng-Kung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100977.htm =LDR 02804nab a2200541 i 4500 =001 JTE100793 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100793$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100793$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA405 =082 04$a620.1/12$223 =100 1\$aLuscher, Walter G.,$eauthor. =245 12$aA Critical Review of the Diametral Compression Method for Determining the Tensile Strength of Spherical Aggregates /$cWalter G. Luscher, John R. Hellmann, Albert E. Segall, David L. Shelleman, Barry E. Scheetz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThe validity of diametral compression as an effective means of determining the tensile strength of spherical ceramic bodies has often been questioned. In this paper, a comprehensive review of the original work, as well as alternative studies that suggest shortcomings of the original method, is made. For comparative purposes, data recently collected via diametral compression on aluminosilicate aggregates is presented in the context of these latter works and compared with the original methodology. Overall, results indicate that the diametral compression test can indeed provide an accurate measure of tensile strength when several important test criteria are met. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSphere. =650 \0$aStrength. =650 \0$aAggregate. =650 \0$aDiametral compression. =650 \0$aStrength of materials. =650 14$aDiametral compression. =650 24$aStrength. =650 24$aAggregate. =650 24$aSphere. =700 1\$aHellmann, John R.,$eauthor. =700 1\$aSegall, Albert E.,$eauthor. =700 1\$aShelleman, David L.,$eauthor. =700 1\$aScheetz, Barry E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100793.htm =LDR 03337nab a2200577 i 4500 =001 JTE101080 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE101080$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE101080$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1280 =082 04$a671.35$223 =100 1\$aLuce, Anthony,$eauthor. =245 10$aRelationship of Aggregate Microtexture to Asphalt Pavement Skid Resistance /$cAnthony Luce, Enad Mahmoud, Eyad Masad, Arif Chowdhury. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aAggregate properties are one of the important factors that influence the asphalt pavement skid resistance. This paper presents a detailed analysis of aggregate texture and its relationship to pavement skid resistance. A new method is developed for the evaluation of aggregate resistance to polishing. This method relies on the Micro-Deval test as the mechanism for polishing aggregates and the Aggregate Imaging System (AIMS) for quantifying the change in texture due to polishing. The results show that the Micro-Deval test is an effective method for polishing aggregates within a short time. Also, the AIMS texture analysis is able to rapidly and accurately quantify the influence of polishing on texture. The verification of the new method was achieved through measuring the skid resistance of pavements constructed using three different aggregate sources and three different aggregate gradations. The skid resistance was found to be related not only to average aggregate texture, but also to the texture distribution within an aggregate sample. The developed method can be used in models for predicting the change in asphalt pavement skid resistance as a function of aggregate texture, mixture properties, and environmental conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImaging. =650 \0$aTexture. =650 \0$aAggregate. =650 \0$aPolishing. =650 \0$aMicro-Deval. =650 \0$aSkid resistance. =650 \0$aGrinding and polishing. =650 14$aSkid resistance. =650 24$aAggregate. =650 24$aTexture. =650 24$aMicro-Deval. =650 24$aImaging. =650 24$aPolishing. =700 1\$aMahmoud, Enad,$eauthor. =700 1\$aMasad, Eyad,$eauthor. =700 1\$aChowdhury, Arif,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE101080.htm =LDR 02711nab a2200565 i 4500 =001 JTE100973 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100973$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100973$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC183 =082 04$a541/.33$223 =100 1\$aSinkonde, Dennis,$eauthor. =245 10$aEvaluate the Simple Surface Energy of Aggregates Using the Capillary Rise Method /$cDennis Sinkonde, Hao Pei Wen, Xiao Qing Yi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThis paper describes the evaluation of surface energy of two types of aggregates, a limestone and granite, using the capillary rise method. The capillary rise method is a simple method that can successfully be used to determine the surface energy of powders. Contact angle measurements were performed using the capillary rise method and, thereafter, surface energy of aggregates was determined using the Young-Dupré equation. The results of the experiment indicate that limestone had a slightly higher surface energy compared to granite. The two aggregates had almost equal apolar components of the surface energy whilst the polar components were quite different. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPolar. =650 \0$aApolar. =650 \0$aCohesion. =650 \0$aSurface energy. =650 \0$aMoisture sensitivity. =650 \0$aAdhesion. =650 \0$aAdsorption. =650 14$aSurface energy. =650 24$aPolar. =650 24$aApolar. =650 24$aAdhesion. =650 24$aCohesion. =650 24$aMoisture sensitivity. =700 1\$aWen, Hao Pei,$eauthor. =700 1\$aYi, Xiao Qing,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100973.htm =LDR 02995nab a2200481 i 4500 =001 JTE100685 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100685$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100685$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a624.1/834$223 =100 1\$aNaderi, M.,$eauthor. =245 10$aNew Twist-Off Method for the Evaluation of In-Situ Strength of Concrete /$cM. Naderi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThis paper introduces an innovative partially destructive method called "Twist-off," for the assessment of in situ concrete strength. In this method, a 40 mm diameter metal probe is bonded to a concrete surface by means of a high strength epoxy resin adhesive. To measure the concrete compressive strength, a torque is applied using an ordinary torque wrench and the maximum torque or shear stress at failure is used to estimate the cube compressive strength by means of a calibration graph. The relationship between the results of this new method and the compressive strengths of concrete cores as well as the correlation of this method with friction-transfer method are also presented in this paper. The average coefficient of variation of the results of this method was seen to be of the order of 8 % and the correlation coefficients of its comparative results with concrete cube and core compressive strengths were found to be 0.98 and 0.90, respectively. In order to assess the performance of this method on site, tests were undertaken on a number of concrete structures. Based on these results, this method is suggested for in situ determination of concrete strength. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aIn situ testing. =650 \0$aTwist-off method. =650 \0$aConcrete strength. =650 \0$aConcrete. =650 \0$aBuilding materials. =650 14$aConcrete strength. =650 24$aIn situ testing. =650 24$aTwist-off method. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100685.htm =LDR 03270nab a2200625 i 4500 =001 JTE100598 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100598$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100598$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA440 =082 04$a516$223 =100 1\$aDunkers, Joy P.,$eauthor. =245 10$aMethodology for Evaluating Candidate Geometric Reference Scaffolds /$cJoy P. Dunkers, Stefan D. Leigh, David Dean, Malcolm N. Cooke, Richard A. Ketcham, Marcus T. Cicerone. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aAlong with the ASTM Division IV subcommittee on Tissue Engineered Medical Products, the National Institute of Standards and Technology is developing a geometric reference scaffold.This paper describes the methodology applied to the three different types of candidate reference scaffolds to quantify their structure and rank them according to quality metrics.In this work, we detail this methodology using the candidate reference scaffold produced by stereolithography.We perform X-ray micro-computed tomography on three of the manufactured scaffolds and compute total porosity, pore size distribution, and pore length for each.We compare these quantities to those of the model scaffold using statistical measures of variational distance, relative uncertainty, and uniformity.Through this evaluation, we find that the scaffold produced by stereolithography agrees well with its model and merits further consideration as a reference scaffold. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStructure. =650 \0$aPore length. =650 \0$aPore volume. =650 \0$aReference scaffold. =650 \0$aTissue engineering. =650 \0$aVariational distance. =650 \0$aGeometry. =650 \0$aMathematics. =650 14$aTissue engineering. =650 24$aReference scaffold. =650 24$aGeometry. =650 24$aStructure. =650 24$aPore volume. =650 24$aPore length. =650 24$aVariational distance. =700 1\$aLeigh, Stefan D.,$eauthor. =700 1\$aDean, David,$eauthor. =700 1\$aCooke, Malcolm N.,$eauthor. =700 1\$aKetcham, Richard A.,$eauthor. =700 1\$aCicerone, Marcus T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100598.htm =LDR 03353nab a2200613 i 4500 =001 JTE100952 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100952$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100952$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aBhosale, Sukhanand S.,$eauthor. =245 10$aExperimental Study for Evaluating Crack Retardation of Asphalt Concrete Overlays /$cSukhanand S. Bhosale, Jnanendra N. Mandal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThis paper presents the development of Asphalt Concrete Slab Fatigue Testing Equipment and its use in evaluating crack retardation of AC overlay under opening and mixed modes of displacement. The dense bituminous macadam (DBM) and the unreinforced and geotextile reinforced open graded asphalt concrete (OGAC) overlays are investigated under cyclic simulated thermal and traffic loads having 5 mm differential deflection with zero load efficiency factor. Variation of tensile force and deformation in AC overlay with a number of simulated thermal load cycles are observed and cumulative decay of parameters, viz. tensile force, stiffness, and shear modulus, are computed. Overlay life, decay parameters, base isolation, and fabric effectiveness factors (FEF) are also evaluated. It is found that the unreinforced OGAC overlay performed better than that of DBM as a crack relief layer. In purely opening mode of displacement the best performance shown by the geotextile reinforced OGAC overlay becomes worse under mixed mode of displacement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMixed mode. =650 \0$aOpening mode. =650 \0$aDecay parameters. =650 \0$aCrack retardation. =650 \0$aReflection cracks. =650 \0$aReinforced overlay. =650 \0$aDifferential deflection. =650 \0$aAsphalt concrete. =650 14$aReflection cracks. =650 24$aOpening mode. =650 24$aMixed mode. =650 24$aCrack retardation. =650 24$aDifferential deflection. =650 24$aOpen graded asphalt concrete. =650 24$aReinforced overlay. =650 24$aBase isolation effectiveness factor. =650 24$aFabric effectiveness factor. =650 24$aDecay parameters. =700 1\$aMandal, Jnanendra N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100952.htm =LDR 03413nab a2200601 i 4500 =001 JTE100762 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100762$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100762$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGV879.5 =082 04$a796.357/06/873$223 =100 1\$aBrosnan, James T.,$eauthor. =245 13$aAn Apparatus to Evaluate the Pace of Baseball Field Playing Surfaces /$cJames T. Brosnan, Andrew S. McNitt, Maxim J. Schlossberg. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aDuring a baseball game, the ball will strike the playing surface at a variety of speeds and angles. The speed at which the ball travels after impact with the playing surface has been referred to as the pace of the surface. Wide variations in pace can reduce the safety and playability of baseball field surfaces. Pace can be quantified by measuring the coefficient of restitution. The coefficient of restitution is defined as the ratio of two velocities; the velocity of a baseball after impact with the surface divided by the velocity of the ball prior to impact. An apparatus was developed to measure the coefficient of restitution of a baseball striking various playing surfaces. The apparatus, termed Pennbounce, uses infrared screens to measure the coefficient of restitution of baseballs propelled at varying angles and velocities. Pennbounce was used to measure the pace of traditional synthetic turf (Astroturf), infilled synthetic turf (Fieldturf), natural turfgrass, and skinned infield surfaces. Baseballs were propelled at the surfaces using two velocities and impact angles. Surface pace was highest on traditional synthetic turf, skinned infield, infilled synthetic turf, and natural turfgrass areas, respectively. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBounce. =650 \0$aFieldturf. =650 \0$aTurfgrass. =650 \0$aPennbounce. =650 \0$aSkinned infield. =650 \0$aPlaying surface pace. =650 \0$aBaseball fields. =650 14$aCoefficient of restitution. =650 24$aCOR. =650 24$aBounce. =650 24$aTurfgrass. =650 24$aSkinned infield. =650 24$aPlaying surface pace. =650 24$aPennbounce. =650 24$aFieldturf. =650 24$aAstroturf. =700 1\$aMcNitt, Andrew S.,$eauthor. =700 1\$aSchlossberg, Maxim J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100762.htm =LDR 03602nab a2200589 i 4500 =001 JTE100903 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100903$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100903$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a665.5388$223 =100 1\$aLi, Shuo,$eauthor. =245 10$aEvaluation of Friction Performance of Coarse Aggregates and Hot-Mix Asphalt Pavements /$cShuo Li, Karen Zhu, Samy Noureldin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThis paper reviews the requirements established by the Indiana Department of Transportation for the properties of aggregate materials to avoid poor friction characteristics of the coarse aggregates and provide durable pavement friction performance. The focus is on the construction of the tables of the friction characteristics for the typical aggregates and the friction performance for the typical hot-mix asphalt (HMA) mixtures used in Indiana. Without traffic application, the aging of HMA materials may not cause enough changes in pavement friction. In order to better evaluate the friction characteristics of the aggregates, this paper introduces the decreasing rate of the British pendulum number, which provides more consistent evaluation of the friction durability. This paper divides the variations of pavement friction over time into three phases and shows the corresponding friction patterns. Open-graded friction course and stone mastic asphalt mix produce more consistent friction performance than SuperPave mix. For a certain mix, steel slag provides greater friction numbers than crushed gravel, crushed stone, and dolomite aggregates. For SuperPave 9.5-mm mix, crushed gravel provides more consistent friction properties than dolomite and crushed stone in the first year. However, they may become compatible with each other in friction properties later. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDecreasing rate. =650 \0$aCoarse aggregate. =650 \0$aFriction performance. =650 \0$aStone mastic asphalt. =650 \0$aBritish pendulum number. =650 \0$aHot-mix asphalt mixture. =650 \0$aAsphalt. =650 \0$aBituminous materials. =650 14$aFriction performance. =650 24$aCoarse aggregate. =650 24$aHot-mix asphalt mixture. =650 24$aBritish pendulum number. =650 24$aOpen-graded friction course. =650 24$aStone mastic asphalt. =650 24$aDecreasing rate. =700 1\$aZhu, Karen,$eauthor. =700 1\$aNoureldin, Samy,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100903.htm =LDR 02742nab a2200517 i 4500 =001 JTE100888 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100888$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100888$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a624.1/834$223 =100 1\$aPunurai, Sun,$eauthor. =245 12$aA Very Early Strength Concrete for Highway Construction /$cSun Punurai, Wonsiri Punurai, Cheng-Tzu Thomas Hsu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThe purpose of this research study was to develop an improved very early strength (VES) concrete mix for highway construction. More than 50 concrete mixes were evaluated for strength, shrinkage, and curing rate (maturity), eventually leading to the development of an optimized VES concrete mix with improved performance characteristics. The new mix, which is detailed in the paper, can gain strength more reliably than the former standard New Jersey Department of Transportation (NJDOT) VES mix, reaching a flexural strength of 350 psi (2.4 MPa) in less than 6.5 h. The improved mix also exhibited 79 to 93 % less shrinkage. The study found that maintaining an initial mix temperature of 28°C (82°F) is crucial to attain target strengths. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMaturity method. =650 \0$aShrinkage cracking. =650 \0$aInitial mix temperature. =650 \0$aConcrete. =650 \0$aBuilding materials. =650 14$aVery early strength concrete. =650 24$aMaturity method. =650 24$aInitial mix temperature. =650 24$aShrinkage cracking. =700 1\$aPunurai, Wonsiri,$eauthor. =700 1\$aHsu, Cheng-Tzu Thomas,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100888.htm =LDR 02902nab a2200505 i 4500 =001 JTE100922 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100922$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100922$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLB1075 =082 04$a150$223 =100 1\$aDavid, Constantine,$eauthor. =245 10$aDetermination of the Fatigue Resistance of HVOF Thermal Spray WC-CoCr Coatings by Means of Impact Testing /$cConstantine David, Konstantinos Anthymidis, Pavlos Agrianidis, Dimitrios Tsipas. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aImpact testing is an efficient experimental procedure that enables the determination of the fatigue resistance of mono- and multi-layer coatings deposited on various substrates, which was not possible with the common testing methods previously available. In this paper an advanced impact tester, able to assess the fatigue failure resistance of coatings working under cyclic loading conditions, is presented. The fatigue failure of the tested coatings was determined by means of scanning electron, optical microscopy, and EDX analysis. The test results are recorded in diagrams containing the impact load versus the number of successive impacts that the examined coatings can withstand. From the experimental results it was concluded that a hard, wear resistant HVOF thermal spray WC-CoCr coating deposited on P91 steel substrate presents a high fatigue resistance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImpact testing. =650 \0$aFatigue resistance. =650 \0$aFatigue. =650 \0$aExhaustion. =650 14$aImpact testing. =650 24$aHVOF thermal spray coatings. =650 24$aFatigue resistance. =700 1\$aAnthymidis, Konstantinos,$eauthor. =700 1\$aAgrianidis, Pavlos,$eauthor. =700 1\$aTsipas, Dimitrios,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100922.htm =LDR 03956nab a2200445 i 4500 =001 JTE100677 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100677$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100677$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN600 =082 04$a669/.005$223 =100 1\$aKhairaldien, W. M.,$eauthor. =245 10$aProduction of Aluminum-Silicon Carbide Composites Using Powder Metallurgy at Sintering Temperatures Above the Aluminum Melting Point /$cW. M. Khairaldien, A. A. Khalil, M. R. Bayoumi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aThe extensive utilization of aluminum reinforced with silicon carbide in different structural applications has motivated the need to find a cost effective technological production method for these composites. Homogeneity, machinability, and interfacial reaction of the constituents represent the significant problems pertaining to these composites. Production of a homogenous, high strength, and net-shape structural components made from aluminum-silicon carbide composites can be achieved using powder metallurgy (PM) technology. In the present work the problem of low strength of the aluminum-silicon carbide produced by powder metallurgy is solved by raising the sintering temperature of the composite above the melting temperature of the aluminum. This method produces a local fusing and welding of the aluminum particles. Using aluminum powder with a thick oxide layer surrounding the particles prevents the total melting of the composite. Green compacted specimens containing 0, 5, 10, 15, 20, 25, and 30 wt % silicon carbide were prepared. Samples from each composition were sintered at 650, 700, 750, 800, 850, and 900°C separately, while other specimens were left without sintering for comparison. Microstructure examination, a microhardness test, and a compression test were carried out for each of the 49 combinations of SiC contents and sintering temperatures to study the effect of sintering temperature and SiC contents on the composite properties and to detect the optimum sintering temperature for each SiC weight percent. Generally the results show the tendency for both strength and ductility to increase upon increase in the sintering temperature. These specific sintering temperature levels are found to be 650°C for the aluminum with no silicon carbide content, 700°C for composites containing both 5 and 10 wt % SiC, 750°C for composites containing 15 wt % SiC, 800°C for composites containing 20 wt % SiC, 850°C for composites containing 25 wt % SiC, and 900°C for composites containing 30 wt % SiC. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMetallurgy. =650 \0$aChemical engineering. =650 14$aAluminum silicon carbide composites; powder metallurgy; mechanical properties; sintering temperature. =700 1\$aKhalil, A. A.,$eauthor. =700 1\$aBayoumi, M. R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100677.htm =LDR 02811nab a2200529 i 4500 =001 JTE12004J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12004J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12004J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519.2/4$223 =100 1\$aMcLellan, DL.,$eauthor. =245 10$aEstablishing Mechanical Property Allowables for Metals /$cDL. McLellan, MM. McLellan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aAllowable mechanical property development for structural design of metallic aerospace vehicles requires an approved method for statistically analyzing empirical test data. When sufficient test data have been analyzed, the resulting allowables are presented to members of the metal-producing industry, airframers, and regulatory agencies for approval. Upon approval, these properties are published by the government for unrestricted use. However, even though sufficient data are made available, the analysis process is not always straightforward. When data do not conform to acceptable distributions, the process cannot be completed: The purpose of this paper is to promote a better understanding of this type of problem, and a possible rationale to overcome such events without increasing the amount of test data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMetals. =650 \0$aNormal distribution. =650 \0$aStatistical analyses. =650 \0$aWeibull distribution. =650 \0$aWeibull method. =650 \0$aDistribution (Probability theory) =650 14$aMetals. =650 24$aAllowables. =650 24$aNormal distribution. =650 24$aThree-parameter Weibull distribution. =650 24$aStatistical analyses. =700 1\$aMcLellan, MM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12004J.htm =LDR 03023nab a2200601 i 4500 =001 JTE11999J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11999J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11999J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA646 =082 04$a624.1/71$223 =100 1\$aRead, DT.,$eauthor. =245 10$aPiezo-Actuated Microtensile Test Apparatus /$cDT. Read. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe design and performance of a microtensile test device designed for measuring the mechanical properties of thin films are reported. The moving grip is cantilevered to avoid friction. Piezoelectric actuation allows precise control of the applied tension. Force is measured indirectly using an eddy-current sensor near a flexible measuring beam, and grip displacement is measured using two similar displacement sensors. The apparatus is constructed for use with specially designed specimen assemblies in which the thin film to be tested is suspended across a silicon frame. The apparatus is rigid enough that the frames can be cut without applying tension to the thin-film tensile specimen. The tester is run in closed-loop control through a laboratory computer, which records force, displacement, and other parameters 5 times per second. Key capabilities are: stroke, 50 ?m; maximum force, 1 N; minimum cycle time, 2 s; displacement resolution, ± 20 nm; and force resolution, ± 200 ?N. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aForce. =650 \0$aServo. =650 \0$aStrain. =650 \0$aStress. =650 \0$aThin film. =650 \0$aClosed loop. =650 \0$aDisplacement. =650 \0$aPiezoelectric. =650 \0$aPiezoelectric devices. =650 \0$aStructural analysis (Engineering) =650 14$aClosed loop. =650 24$aDisplacement. =650 24$aForce. =650 24$aPiezoelectric. =650 24$aServo. =650 24$aStrain. =650 24$aStress. =650 24$aThin film. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11999J.htm =LDR 02783nab a2200565 i 4500 =001 JTE12002J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12002J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12002J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS590 =082 04$a631.4/05$223 =100 1\$aZhu, JH.,$eauthor. =245 10$aCorrections for Triaxial Tests on Undisturbed Soils /$cJH. Zhu, SA. Anderson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aTriaxial shear tests on cohesive soils involve many sources of error. The membrane compliance, membrane resistance, and variations in cross-sectional area during testing are of significance in evaluating test results, especially when the test is conducted under low stress level conditions. The methods of correction to account for these three sources of error are briefly described and an overall correction procedure based on the soil behavior observed during the testing is developed. It is found from correction results that ignorance in making corrections accounting for the three above-mentioned effects will either overestimate or underestimate shear strength of the soil by as much as 30%. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aArea variation. =650 \0$aTriaxial tests. =650 \0$aMembrane compliance. =650 \0$aMembrane resistance. =650 \0$aCorrection procedure. =650 \0$aUndisturbed soil samples. =650 \0$aSoils. =650 \0$aSoil science$vPeriodicals. =650 14$aTriaxial tests. =650 24$aUndisturbed soil samples. =650 24$aMembrane compliance. =650 24$aMembrane resistance. =650 24$aArea variation. =650 24$aCorrection procedure. =700 1\$aAnderson, SA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12002J.htm =LDR 02974nab a2200469 i 4500 =001 JTE11995J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11995J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11995J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aMarci, G.,$eauthor. =245 10$aFatigue Crack Propagation Threshold :$bWhat Is It and How Is It Measured? /$cG. Marci. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThe present understanding of a "fatigue crack propagation threshold" implies a nonpropagation condition of a fatigue crack and in addition some property usable for design (similar to the "fatigue strength" in Wöhler-type fatigue). The first task is the definition of a nonpropagation condition, to be denoted as ?Kth. In the next step, a "property usable for FCP design" is defined which is a nonpropagation condition characterized as the largest amplitude ?K which does not produce fatigue crack propagation rates larger than 10-7 mm/cycle under any cyclic loading condition. The parameter so defined is termed the threshold and denoted as ?KT. Every ?KT is a nonpropagation condition, but not every nonpropagation is a threshold value ?KT. The existence of such a parameter ?KT has to be proven by special, extensive tests, which are presented with the respective results. Once the proof related to ?KT has been furnished, measurement of ?KT is done by the simplest technique available. Nonpropagation conditions ?KT and threshold ?KT data for Al- and Ti-alloys are presented. Furthermore, test procedures and specimen preparations are outlined. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMaterial property. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFatigue crack propagation threshold ?KT. =650 24$aNonpropagation condition ?Kth. =650 24$aMaterial property. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11995J.htm =LDR 03321nab a2200637 i 4500 =001 JTE11997J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11997J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11997J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1/7765$223 =100 1\$aPapadakis, EP.,$eauthor. =245 10$aUltrasonic Wave Measurements of Elastic Moduli E, G, and ? for Product Development and Design Calculations /$cEP. Papadakis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aA technique is presented to measure the isotropic elastic constants of small specimens using instrumentation designed for the ultrasonic measurement of thickness. Specimens as small as 5 mm x 5 mm x 0.5 mm can be measured. Shape is not critical as long as the major faces are plane and parallel. Young's modulus E, the shear (stiffness) modulus G, and Poisson's ratio ? are calculated from measurements of density and ultrasonic shear and longitudinal wave velocities. Samples of automotive valve train materials and of brake drum materials were machined from components, measured, and analyzed. Specimens included gray cast iron during stages of a development process, chill cast iron, hardened cast iron, low alloy steel, tool steel, stainless steel, a nickel-based superalloy, and a powder metal alloy. The magnitudes of the measured values of the elastic constants are reasonable when compared with published values available for some materials. The measurement error for each of the constants is estimated to be less than 1%. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCast iron. =650 \0$aSteel alloys. =650 \0$aShear modulus. =650 \0$aElastic moduli. =650 \0$aShear velocity. =650 \0$aPoisson's ratio. =650 \0$aSmall specimens. =650 \0$aYoung's modulus. =650 \0$aUltrasonic velocity. =650 \0$aLongitudinal velocity. =650 \0$aShear (Mechanics) =650 14$aElastic moduli. =650 24$aUltrasonic velocity. =650 24$aLongitudinal velocity. =650 24$aShear velocity. =650 24$aYoung's modulus. =650 24$aShear modulus. =650 24$aPoisson's ratio. =650 24$aCast iron. =650 24$aSteel alloys. =650 24$aSmall specimens. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11997J.htm =LDR 02921nab a2200577 i 4500 =001 JTE11992J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11992J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11992J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a620.1/123$223 =100 1\$aFu, Y.,$eauthor. =245 10$aEvaluation of the Fracture Toughness of the Deep-Carburized Layer /$cY. Fu, Y. Gu, AW. Batchelor. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe composite nature of case-hardened materials, meaning the existence of the gradients of microstructure, toughness, and residual stresses, ensures that the fracture in the case layer is quite different from that of homogeneous materials. In this paper a new method to evaluate the fracture toughness of the deep-carburized layer is discussed. This method uses the "pop-in" phenomenon that happens when the crack propagates through the carburized layer. The results show that the "pop-in" phenomenon is caused by the gradient distribution of the fracture toughness, the microstructure, and the residual stresses in the carburized layer. The KIC-X (distance from notch) distribution curve calculated from the load and the crack length at the "pop-in" point is the basis for the evaluation of the fracture toughness. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPop-in. =650 \0$aMicrostructure. =650 \0$aResidual stress. =650 \0$aCarburized layer. =650 \0$aFracture toughness. =650 \0$aRetained austenite. =650 \0$aresidual stresses. =650 \0$aMechanical prestressing. =650 14$aFracture toughness. =650 24$aCarburized layer. =650 24$aPop-in. =650 24$aMicrostructure. =650 24$aResidual stress. =650 24$aRetained austenite. =700 1\$aGu, Y.,$eauthor. =700 1\$aBatchelor, AW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11992J.htm =LDR 03293nab a2200577 i 4500 =001 JTE11994J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11994J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11994J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS250 =082 04$a671.8/23$223 =100 1\$aLee, YL.,$eauthor. =245 10$aUltimate Strength of Resistance Spot Welds Subjected to Combined Tension and Shear /$cYL. Lee, TJ. Wehner, M-W Lu, TW. Morrissett, E. Pakalnins. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aA new test setup and data concerning the ultimate strength behavior of resistance spot welds in a mild strength steel subjected to combined tension and shear loads are presented. A test plan based on a design of experiments (DOE) with three design factors (coupon width, coupon length, and nugget diameter) was conducted to investigate the influence of the factors on the ultimate strength of the resistance spot welds under different loading angles. In this program, test loads were monotonically applied to the resistance spot weld at a specific angle until the load carrying capacity of the resistance spot weld was exceeded. It was found that the nugget diameter contributes the most (more than 70%) to the total variation of the recorded ultimate strength and that the coupon length has little effect. A deterministic ultimate strength model was proposed to take into account the interaction of in-plane shear and 90° out-of-plane tensile loading in the resistance spot weld. A reliability model was also demonstrated to evaluate the ultimate strength of a single resistance spot weld. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aReliability. =650 \0$aUltimate strength. =650 \0$aResistance spot weld. =650 \0$aDesign of experiments. =650 \0$asheet metal. =650 \0$aSheet-metal$xMechanical properties. =650 14$aResistance spot weld. =650 24$aUltimate strength. =650 24$aCombined tension and shear. =650 24$aReliability. =650 24$aDesign of experiments. =650 24$aSheet metal. =700 1\$aWehner, TJ.,$eauthor. =700 1\$aLu, M-W,$eauthor. =700 1\$aMorrissett, TW.,$eauthor. =700 1\$aPakalnins, E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11994J.htm =LDR 03174nab a2200601 i 4500 =001 JTE12000J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12000J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12000J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aDu, ML.,$eauthor. =245 10$aInfluence of Corrosion on the Fatigue Properties of Al 7075-T6 /$cML. Du, FP. Chiang, SV. Kagwade, CR. Clayton. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aChloride ion attack on Al 7075-T6 in aqueous hydrochloric acid leads to localized corrosion and subsequent initiation of fatigue cracks on the surface. Pitting is observed when the specimen is exposed to a corrosive environment. Microcracks, voids, extrusions, and intrusions are then formed during the fatigue process. From a global viewpoint, all of the corrosion and fatigue damage appears to be randomly oriented, resulting in a change in the surface roughness. The Laser Speckle Sensor technique is used to detect the minute surface texture change, associated with the damage caused by corrosion and fatigue. Nonuniform surface roughness is observed due to corrosion. The corrosion pits tend to coalesce along the rolling direction. The change in surface roughness is significant around the crack tip during the fatigue process. As a result there are synergistic activities; the surface roughness caused by corrosion and fatigue leads to crack initiation, and the crack growth further increases surface roughness. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamage. =650 \0$aFatigue. =650 \0$aCorrosion. =650 \0$aLaser speckle. =650 \0$aSurface roughness. =650 \0$aCorrelation coefficient. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aFatigue. =650 24$aCorrosion. =650 24$aDamage. =650 24$aSurface roughness. =650 24$aLaser speckle. =650 24$aCorrelation coefficient. =700 1\$aChiang, FP.,$eauthor. =700 1\$aKagwade, SV.,$eauthor. =700 1\$aClayton, CR.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12000J.htm =LDR 03063nab a2200625 i 4500 =001 JTE11993J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11993J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11993J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aFoo, KY.,$eauthor. =245 10$aAdapting Superpave Technology to Design of Hot Recycled Mixes /$cKY. Foo, PS. Kandhal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aMix design procedures for recycled asphalt pavements require the selection of virgin asphalt or recycling agent and recycled hot mix asphalt (HMA) mix design. This research project was undertaken (a) to develop a procedure for selecting the performance grade (PG) of virgin asphalt binder based on the Superpave PG grading system and (b) to design hot recycled mix using Superpave technology. Blending charts were constructed and used to select the PG grade of virgin asphalt binder for mixes with 0, 20, 30, and 40 percent of recycled asphalt pavement material (RAP). Superpave volumetric mix design were conducted on mixes with 0, 20, 30, and 40 percent RAP. Evaluation of the volumetric properties of these mixes has indicated that the Superpave volumetric mix design procedures can be adapted to design recycled HMA mixtures with minimal modification. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPG grade. =650 \0$aSuperpave. =650 \0$aMix design. =650 \0$aAsphalt binder. =650 \0$aVirgin asphalt. =650 \0$aBlending charts. =650 \0$aHot mix recycling. =650 \0$aHot mix asphalt concrete. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aHot mix asphalt concrete. =650 24$aReclaimed asphalt pavement. =650 24$aHot mix recycling. =650 24$aMix design. =650 24$aBlending charts. =650 24$aSuperpave. =650 24$aPG grade. =650 24$aAsphalt binder. =650 24$aVirgin asphalt. =700 1\$aKandhal, PS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11993J.htm =LDR 02809nab a2200529 i 4500 =001 JTE11990J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11990J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11990J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC111 =082 04$a531/.14$223 =100 1\$aPandian, NS.,$eauthor. =245 10$aStudies of the Specific Gravity of Some Indian Coal Ashes /$cNS. Pandian, C. Rajasekhar, A. Sridharan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aOne of the major problems faced by coal based thermal power stations is handling and disposal of ash. Among the various uses of fly ash, the major quantity of ash produced is used in geotechnical engineering applications such as construction of embankments, as a backfill material, etc. The generally low specific gravity of fly ash resulting in low unit weight as compared to soils is an attractive property for its use in geotechnical applications. In general, specific gravity of coal ash lies around 2.0 but can vary to a large extent (1.6 to 3.1). The variation of specific gravity of coal ash is due to the combination of various factors like gradation, particle shape, and chemical composition. Since specific gravity is an important physical property, it has been studied in depth for three Indian coal ashes and reported in this paper. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCenospheres. =650 \0$aIron content. =650 \0$aEntrapped air. =650 \0$aSpecific gravity. =650 \0$aDensity, Relative. =650 \0$aAtmosphere. =650 14$aSpecific gravity. =650 24$aCenospheres. =650 24$aEntrapped air. =650 24$aIron content. =700 1\$aRajasekhar, C.,$eauthor. =700 1\$aSridharan, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11990J.htm =LDR 03465nab a2200493 i 4500 =001 JTE11991J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11991J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11991J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96142$223 =100 1\$aPussegoda, LN.,$eauthor. =245 10$aMeasurement of Crack Arrest Fracture Toughness of a Ship Steel Plate /$cLN. Pussegoda, L. Malik, J. Morrison. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aTwo types of full thickness compact crack arrest (CCA) specimens have been used to characterize the crack arrest toughness of a 15.5-mm-thick ship plate steel in both the L-T and T-L orientations. One was a modified version of that used in ASTM Standard E 1221, and the other was based on the proposed procedure of Crosley and Ripling [1] for non-plane strain testing. The latter specimens employed a strain age embrittled chevron notch as the crack starter. The testing was performed over the temperature range from -40° (the nil-ductility transition temperature (NDTT) of the steel) up to -5°C. None of the results from the ASTM E 1221 type specimens met the validity requirements of the ASTM procedure. Even though they had the largest dimensions allowed in the test specification, the limited thickness of these specimens meant that they were too small for valid plane strain testing. In the non-plane strain test procedure, the in-plane dimensions are scaled to the expected crack arrest toughness at the test temperature, and the main qualifying requirement is for the crack to be arrested at a point in the specimen lying within certain defined limits. Although difficulties were encountered with variability in run/arrest behavior, this specimen gave some useful crack arrest toughness data for this steel, particularly with regard to the relatively high values obtained when testing near the top of the test temperature range. The effectiveness of the crack starter technique used in both type of specimens is also discussed, as well as possible modifications for future tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTesting. =650 \0$aSteel plate. =650 \0$aArrest toughness. =650 \0$aSteel$xMetallography. =650 14$aArrest toughness. =650 24$aSteel plate. =650 24$aTesting. =700 1\$aMalik, L.,$eauthor. =700 1\$aMorrison, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11991J.htm =LDR 02768nab a2200553 i 4500 =001 JTE11996J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11996J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11996J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.72 =082 04$a610$223 =100 1\$aRogers, AD.,$eauthor. =245 12$aA Method of Fatigue Testing of Concrete Highway Joint Sealants in Shear /$cAD. Rogers, P. Lee-Sullivan, T. Bremner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aA simple test method has been developed to simulate the movement of a typical transverse contraction joint used in joining concrete highway pavement sections constructed without dowels. The test apparatus enables the effects of temperature, joint size, and pavement deflection on the performance of the sealant to be evaluated in joints subjected to large differential movements. Testing at temperatures below and above ambient is possible by incorporating an environmental chamber. A detailed description of the fatigue test apparatus and specimen preparation is provided. Typical results of tests conducted at room temperature, -40°C, and +40°C are presented as well as the results of thermal cycling. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFatigue. =650 \0$aJoint sealants. =650 \0$aShear resistance. =650 \0$aConcrete pavements. =650 \0$aExhaustion. =650 \0$aHuman engineering. =650 \0$aAutomotive medicine. =650 14$aConcrete pavements. =650 24$aTransverse contraction joints. =650 24$aJoint sealants. =650 24$aFatigue. =650 24$aShear resistance. =700 1\$aLee-Sullivan, P.,$eauthor. =700 1\$aBremner, T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11996J.htm =LDR 02924nab a2200601 i 4500 =001 JTE11998J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11998J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11998J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP968 =082 04$a668.3$223 =100 1\$aMoidu, AK.,$eauthor. =245 10$aOn the Determination of Fracture Energy Using the Peel Test /$cAK. Moidu, AN. Sinclair, JK. Spelt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aThis paper presents an improved model for the prediction of the adherend plastic dissipation in the peel test, thereby allowing the determination of the critical fracture eaergy. The model, which is based on earlier work, takes into account the effects of adhesive shear stresses, and a bilinear stress-strain response for the flexible adherend. Treating the flexible adherend as a beam-on-elastic foundation, expressions for the normal and shear foundation constants due to the compliance at the root of the adherend under elastic-plastic loading are derived using the deformation theory of plasticity. Application of the model to experimental peel data shows that it gives an improved estimate of the critical fracture energy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPeel test. =650 \0$aEnergy balance. =650 \0$aAdhesive joints. =650 \0$aElastic foundation. =650 \0$aPlastic dissipation. =650 \0$aElastic-plastic beam. =650 \0$aCritical fracture energy. =650 \0$aAdhesives. =650 \0$aJoints (Engineering) =650 14$aPeel test. =650 24$aAdhesive joints. =650 24$aPlastic dissipation. =650 24$aCritical fracture energy. =650 24$aEnergy balance. =650 24$aElastic-plastic beam. =650 24$aElastic foundation. =700 1\$aSinclair, AN.,$eauthor. =700 1\$aSpelt, JK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11998J.htm =LDR 02306nab a2200481 i 4500 =001 JTE12001J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12001J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12001J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/26$223 =100 1\$aBurch, IA.,$eauthor. =245 10$aCrack Arrest Fracture Toughness Testing of Naval Construction Steels /$cIA. Burch, JC. Ritter, DS. Saunders, JH. Underwood. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aA program was undertaken to apply the ASTM E 1221 test method to two submarine steels exhibiting high ratios of toughness to yield stress. The objective was to measure the capacities of these steels and representative shipyard welds to arrest fast running cracks. Although the method is not a measure of dynamic toughness, it was considered to be a procedure capable of comparing the crack arresting abilities of these steels. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack arrest. =650 \0$aFracture toughness. =650 \0$afracture mechanics. =650 14$aCrack arrest. =650 24$aFracture toughness. =700 1\$aRitter, JC.,$eauthor. =700 1\$aSaunders, DS.,$eauthor. =700 1\$aUnderwood, JH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12001J.htm =LDR 02824nab a2200481 i 4500 =001 JTE12003J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1998\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12003J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12003J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS227.2 =082 04$a671.5/2$223 =100 1\$aMo, YL.,$eauthor. =245 10$aInvestigation of Welding Effect on Rebars Using Neural Networks /$cYL. Mo, KJ. Koan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1998. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aTypically material modeling has involved the development of mathematical models of material behavior derived from human observation of experimental data. An alternative procedure, discussed in this paper, is to use of computation and knowledge representation paradigm, called a neural network, to model material behavior. The main benefits in using a neural network approach are that all behavior can be represented within the unified environment of a neural network and that the network is built directly from experimental data using the self-organizing capabilities of the neural network, meaning that the network is presented with the experimental data and learns the relationships between stresses and Strains. Such a modeling strategy has important implications for modeling the behavior of complex materials. In this paper, the mechanical behavior of rebars affected by welds is modeled with a back-propagation neural network. The results of using networks to study the effect of welds on rebars look very promising. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRebar. =650 \0$aWeld effect. =650 \0$aNeural networks. =650 \0$aSteel, Structural$xWelding. =650 14$aNeural networks. =650 24$aWeld effect. =650 24$aRebar. =700 1\$aKoan, KJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 26, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 1998$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12003J.htm =LDR 03258nab a2200493 i 4500 =001 JTE100670 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100670$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100670$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLB1075 =082 04$a150$223 =100 1\$aKang, H.,$eauthor. =245 10$aFatigue Prediction of Lightweight Thermoplastic Fiber-Metal Laminates /$cH. Kang, G. Reyes-Villanueva. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aLightweight thermoplastic-based fiber-metal laminates were developed based on a self-reinforced polypropylene and a glass fiber-reinforced polypropylene composite material with two sheets of aluminum alloy 2024-T3. The laminates were manufactured using a fast one step cold press manufacturing procedure. The mechanical behavior of the laminates was then investigated under tensile and fatigue loading conditions. The tensile properties of the plain aluminum, the composite materials, and the thermoplastic fiber-metal laminates (TFML) were investigated at quasi-static rates of loading. The fatigue tests were also conducted under load control based on the ASTM E 466 standard procedure. Various loading cycles were employed for the fatigue tests in order to minimize the possibility of heat generation on the composite materials. Three different load levels were applied for the fatigue specimens with zero to max loading. Results have shown that the glass fiber-reinforced polypropylene hybrid systems exhibited higher fatigue strength than the self-reinforced polypropylene based fiber-metal laminates. Following this, a simple prediction method for fatigue life of the TFMLs has been introduced. It is clearly indicated that the stress ranges calculated using the proposed method for the monolithic AL2024-T3 and the TFMLs are very similar at the same cycles to failure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTensile strength. =650 \0$aFatigue prediction. =650 \0$aFatigue. =650 \0$aExhaustion. =650 14$aFatigue. =650 24$aThermoplastic fiber-metal laminate. =650 24$aTensile strength. =650 24$aFatigue prediction. =700 1\$aReyes-Villanueva, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100670.htm =LDR 02862nab a2200505 i 4500 =001 JTE100477 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100477$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100477$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBD240 =082 04$a500.012$223 =100 1\$aVerdu, J.,$eauthor. =245 10$aMethodology of Lifetime Prediction in Polymer Aging /$cJ. Verdu, X. Colin, B. Fayolle, L. Audouin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aTwo approaches for lifetime prediction in polymer aging are compared: the "simulation approach" and the "ideal approach." The widely used "simulation approach," based on the hypotheses which were never clearly formulated, consists of finding a set of exposure conditions such that accelerated aging leads to the same structural states as natural aging. Using simple kinetic models it is demonstrated, that in the general case it is impossible to obtain a "good simulation." Anyhow, in this approach, the problem of the relationship between accelerated aging and natural lifetimes remains unresolved. The "ideal approach" uses nonempirical kinetic models, taking into account structural changes at all the pertinent scales, and also uses polymer physics to establish the link between the polymer structure and the property under consideration. An important characteristic of this approach is that the accelerated aging serves only to determine the model parameters. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPolymer aging. =650 \0$aLifetime prediction. =650 \0$aMethodology. =650 \0$aResearch. =650 14$aPolymer aging. =650 24$aLifetime prediction. =650 24$aMethodology. =700 1\$aColin, X.,$eauthor. =700 1\$aFayolle, B.,$eauthor. =700 1\$aAudouin, L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100477.htm =LDR 02629nab a2200481 i 4500 =001 JTE100678 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100678$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100678$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRD101 =082 04$a617.4/71044$223 =100 1\$aZofka, Adam,$eauthor. =245 10$aDevelopment of Double Edge Notched Tension (DENT) Test for Asphalt Binders /$cAdam Zofka, Mihai Marasteanu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThis paper presents the experimental details of performing double edge notched tension (DENT) fracture tests on asphalt binders. The testing is performed using an existing direct tension (DT) test device and modificed molds for preparing the test specimens. The fracture toughness values obtained from DENT tests perfomed on nine different asphalt binders are in the reasonable agreement with the values published by other researchers. Further evaluation of the DENT and DT test results indicate that both produce similar trends in terms of failure strains. The KIC DENT results, however, have better repeatability compared to the DT results. The use of DENT test results to determine the critical cracking temperature in M 320-05 (former MP1a) AASHTO specification is discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture test. =650 \0$aAsphalt binder. =650 \0$aFracture toughness. =650 \0$aFractures. =650 14$aAsphalt binder. =650 24$aFracture test. =650 24$aFracture toughness. =700 1\$aMarasteanu, Mihai,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100678.htm =LDR 03307nab a2200553 i 4500 =001 JTE100628 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2006\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100628$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100628$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBD240 =082 04$a500.012$223 =100 1\$aSato, Yasumoto,$eauthor. =245 10$aDevelopment of a Stress Corrosion Cracking Test Methodology Using Tube-shaped Specimens /$cYasumoto Sato, Xue He, Yoichi Takeda, Tetsuo Shoji. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2006. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aStress corrosion cracking (SCC) is one of the greatest concerns in nuclear aging and degradation, and studies on the measurement of stress corrosion crack growth rates (CGR) and the effects of environmental, material, and mechanical parameters on the CGR have been performed using mainly fracture mechanics specimens. However, the stress states for the fracture mechanics specimens are different from that of real field components and there is concern about the applicability of the data obtained from fracture mechanics specimens to the evaluation of SCC behaviors in real field components. In this study, in order to obtain SCC for specimens that have a similar shape of real field components under complicated stress states, an SCC test methodology using specimens in the shape of tubes was developed. Its effectiveness was verified by performing an SCC test using a mock-up of a bottom mount instrumentation tube of a pressurized water reactor (PWR) under a simulated PWR primary water environment. Intergranular SCC was created in the mock-up specimen using the developed SCC test methodology and SCC crack growth rate for the mock-up specimen was measured. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTest methodology. =650 \0$aTube-shaped specimen. =650 \0$aNickel-based alloy 600. =650 \0$aMethodology. =650 \0$aResearch. =650 14$aStress corrosion cracking. =650 24$aTest methodology. =650 24$aTube-shaped specimen. =650 24$aNickel-based alloy 600. =650 24$aPressurized water reactor. =650 24$aBottom mount instrumentation tube. =700 1\$aHe, Xue,$eauthor. =700 1\$aTakeda, Yoichi,$eauthor. =700 1\$aShoji, Tetsuo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100628.htm =LDR 03239nab a2200565 i 4500 =001 JTE100584 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100584$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100584$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS198.6.C8 =082 04$a688.8$223 =100 1\$aJarimopas, B.,$eauthor. =245 10$aTest Method to Evaluate Bruising During Impacts to Apples and Compare Cushioning Materials /$cB. Jarimopas, S. Sayasoonthorn, S. P. Singh, Jagjit Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aDeveloping simplified and accurate test methods to quantify and compare performance of impact levels to sensitive produce is a challenge. Despite a variety of packaging options available today, bruising damage is commonplace for post-harvest apples throughout the supply chain. The major sources of bruising are compression, impact, or vibration forces. Understanding where these forces occur can help reduce this type of mechanical damage to apples. The purpose of this study was to investigate the impact characteristics of foam net and corrugated board when applied as wrapping for individual apples. Two grades (count numbers 80 and 100) of "Fuji" cultivar apples imported to Thailand from China were studied. A simple ballistic pendulum test device was developed to measure bruise volume to impact energy relationship. A linear relationship for both types of apples was observed. Bruise volume occurrence probability and impact energy relationship fitted by linear regression were created for cushioned and bare apples. Absorbed energy of various cushioning materials was also calculated under compressive forces. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aApple. =650 \0$aCushioning. =650 \0$aBruise volume. =650 \0$aImpact energy. =650 \0$aBallistic pendulum. =650 \0$aCushioning materials. =650 \0$aCushion materials. =650 14$aApple. =650 24$aBallistic pendulum. =650 24$aBruise volume. =650 24$aCushioning. =650 24$aImpact energy. =700 1\$aSayasoonthorn, S.,$eauthor. =700 1\$aSingh, S. P.,$eauthor. =700 1\$aSingh, Jagjit,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100584.htm =LDR 02968nab a2200505 i 4500 =001 JTE100683 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100683$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100683$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS156.6 =082 04$a658.5/62$223 =100 1\$aPellinen, T.,$eauthor. =245 10$aMethodology of Assessing Testing Variation for Volumetric Quantities in Hot Mix Asphalt Production /$cT. Pellinen, T. Kuczek. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aIncreasingly, in road construction, pay incentives and disincentives are being related to both the average test results that are obtained during quality assurance testing as well as the variability associated with these values. As a result, state highway agencies must be fully aware of the expected variability that can be associated with each acceptance test since the results will not only be used for acceptance but may be used for pay adjustment also. In this study, a methodology was developed to assess the testing variability in hot-mix asphalt production. The study focused on determining allowable testing variations for the calculated volumetric quantities, including the air voids content and voids in mineral aggregate (VMA) determined from gyratory compacted specimens. A new standard of determining an allowable testing variation for VMA was developed. Furthermore, a test data analysis plan to extract the testing variation from the total measured variation for the hot-mix asphalt quality parameters was developed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPrecision. =650 \0$aOne-sigma limit. =650 \0$aVolumetric quantities. =650 \0$aQuality assurance. =650 \0$aQuality control. =650 14$aPrecision. =650 24$aVolumetric quantities. =650 24$aQuality assurance. =650 24$aOne-sigma limit. =700 1\$aKuczek, T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100683.htm =LDR 03272nab a2200601 i 4500 =001 JTE13153 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE13153$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE13153$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE1 =082 04$a625.725$223 =100 1\$aHajj, Elie Y.,$eauthor. =245 10$aLaboratory-based Unified Permanent Deformation Model for Hot-Mix Asphalt Mixtures /$cElie Y. Hajj, Raj V. Siddharthan, Peter E. Sebaaly, Dean Weitzel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aConventionally, the resistance of hot-mixed asphalt (HMA) mixtures to permanent deformation is measured by repeated load triaxial (RLT) or repeated shear at constant height (RSCH) testing. The data from these tests have been treated as independent datasets in the prediction of rutting potential in HMA layers. This paper presents a unified permanent deformation model using response measurements made from both tests. The new model quantifies the accumulated permanent shear strain as a function of number of load cycles and factor of safety (FOS). The factor of safety is defined in the q-p space and is evaluated based on the applied stresses and triaxial compression strength properties (cohesion and angle of internal friction). For the specific mixture used in this study, a good correlation was found between the cumulative permanent shear strain and the FOS level, irrespective of the stress conditions and the type of test used. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aUnified model. =650 \0$aFactor of safety. =650 \0$aPermanent shear strain. =650 \0$aRepeated load triaxial. =650 \0$aTriaxial strength test. =650 \0$aAsphalt concrete$xAdditives. =650 \0$aAggregates (Building materials) =650 \0$aDeformation. =650 14$aPermanent shear strain. =650 24$aDrucker-Prager failure envelope. =650 24$aFactor of safety. =650 24$aUnified model. =650 24$aTriaxial strength test. =650 24$aRepeated load triaxial. =650 24$aRepeated shear constant height. =700 1\$aSiddharthan, Raj V.,$eauthor. =700 1\$aSebaaly, Peter E.,$eauthor. =700 1\$aWeitzel, Dean,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE13153.htm =LDR 03718nab a2200589 i 4500 =001 JTE100089 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100089$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100089$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC20.7.F56 =082 04$a518.25$223 =100 1\$aSamyn, P.,$eauthor. =245 10$aShort-Beam-Shear Testing of Composite Rings With Variable Cross Section as Representative for Full-scale Delamination /$cP. Samyn, L. Van Schepdael, JS. Leendertz, W. Van Paepegem, P. De Baets, J. Degrieck. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aCarbon fiber reinforced/epoxy (CFR-E) rings are used as radial reinforcement for polymer bearing elements with diameter 249 mm, functioning under 150-MPa contact pressure. Full-scale loading revealed shear failure caused by a critical radial-axial shear stress. This stress, acting in a section of the CFR-E ring under nonhydrostatic conditions, should be representatively simulated on small-scale short-beam-shear tests. Finite element analysis will be used for verification of a small-scale stress failure criterion. A standard sample geometry could not be applied as the reinforcing ring contains machined edges leading to stress concentrations. A nonhydrostatic stress condition similar to full-scale tests should be simulated in the center of the small-scale beam. Therefore, the effects of various loading conditions and testing parameters such as cross-sectional geometry, beam support and span, beam curvature, and convex/concave loading are investigated. It is concluded that curved beams are preferred over flat geometries and convex loading is preferred above concave loading since it induces a nonhydrostatic stress situation identical to full-scale tests. During small-scale testing of nonrectangular ring sections, an asymmetric stress distribution near the machined edge is representatively simulated. Experimental short-beam-shear tests confirm the influence of the test geometry and a 27-kN equivalent normal load is required for avoiding fulls-cale fracture. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShear. =650 \0$aComposite. =650 \0$aFull-scale. =650 \0$aSmall-scale. =650 \0$aFinite elements. =650 \0$aFinite element analysis. =650 \0$aNumerical analysis. =650 14$aFull-scale. =650 24$aSmall-scale. =650 24$aFinite elements. =650 24$aComposite. =650 24$aShear. =700 1\$aVan Schepdael, L.,$eauthor. =700 1\$aLeendertz, JS.,$eauthor. =700 1\$aVan Paepegem, W.,$eauthor. =700 1\$aDe Baets, P.,$eauthor. =700 1\$aDegrieck, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100089.htm =LDR 03009nab a2200577 i 4500 =001 JTE11957 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11957$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11957$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC665.E4 =082 04$a537$223 =100 1\$aKapoor, K.,$eauthor. =245 10$aTexture Evaluation in Zr-2.5 % Nb Pressure Tubes Using Kearn's f Parameter /$cK. Kapoor, C. Padmaprabu, S. V. Ramana Rao, T. Sanyal, B. P. Kashyap. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe anisotropic properties of Zr-2.5 wt % Nb pressure tube material, used in pressurized heavy water reactors (PHWR) depend primarily on the texture associated with the material. Particularly properties such as coefficient of thermal expansion, mechanical anisotropy, irradiation growth, stress corrosion cracking, and delayed hydrogen cracking, are directly correlated. Thus, the knowledge of preferred orientation becomes an essential prerequisite for property evaluation. In the present paper the correlation between the preferred orientation factor, namely Kearn's f' parameter, and some of the important properties of the material is summarized. The f parameters were deduced from the X-ray diffraction data, using the inverse pole figure method, and then subsequently the values were verified experimentally using the direct pole figure method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTexture. =650 \0$aX-ray diffraction. =650 \0$aDirect pole figure. =650 \0$aInverse pole figure. =650 \0$aAnisotropy. =650 \0$aElectromagnetism. =650 14$aZr-2.5Nb. =650 24$aAnisotropy. =650 24$aTexture. =650 24$aInverse pole figure. =650 24$aDirect pole figure. =650 24$aX-ray diffraction. =700 1\$aPadmaprabu, C.,$eauthor. =700 1\$aRamana Rao, S. V.,$eauthor. =700 1\$aSanyal, T.,$eauthor. =700 1\$aKashyap, B. P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11957.htm =LDR 02640nab a2200505 i 4500 =001 JTE12611 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12611$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12611$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a621.48/35$223 =100 1\$aDžugan, J.,$eauthor. =245 10$aCrack Initiation Determination for Three-Point-Bend Specimens /$cJ. Džugan, H-W Viehrig. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThe paper deals with the determination of crack initiation for three-point-bend specimens during fracture toughness testing of materials in the upper transition and upper shelf region. In the presented study various published methods such as the Double Clip Gage Method, the Strain Near to Crack Tip Measurement method, the Double Displacement Method, the Compliance Changing Rate Method, and the Stretch Width Zone measurement were applied together with the methods using the crack extension versus crack mouth opening displacement and force versus displacement for the crack initiation determination. Blunting line based evaluation were also performed and all results were compared. The investigation was carried out on five different steels. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCompliance. =650 \0$aBlunting line. =650 \0$aFracture toughness. =650 \0$aNondestructive testing. =650 \0$aCrack initiation. =650 14$aFracture toughness. =650 24$aCrack initiation. =650 24$aBlunting line. =650 24$aCompliance. =700 1\$aViehrig, H-W,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12611.htm =LDR 03432nab a2200637 i 4500 =001 JTE12575 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12575$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12575$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN871.3 =082 04$a627.98$223 =100 1\$aHayajneh, Mohammed T.,$eauthor. =245 10$aMonitoring Hole Quality in a Drilling Process Using a Fuzzy Subtractive Clustering-based System Identification Method /$cMohammed T. Hayajneh, Saleh. M. Radaideh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aIn this study, a subtractive clustering fuzzy identification method and a Sugeno-type fuzzy inference system are used to monitor the hole quality in a drilling. The model for the hole quality is identified by using the hardness of the workpiece, the cutting speed, and the cutting feed as input data and the hole quality features of hole roughness, roundness error, and oversize error as the output data. The process of model building is carried out by using subtractive clustering in both the input and output spaces. A minimum error model is obtained through exhaustive search of the clustering parameters. The fuzzy model obtained is capable of predicting the hole quality for a given set of inputs (hardness of the workpiece, the cutting speed, and the cutting feed). Therefore, one can predict the quality of the drilled hole for a given set of working parameters. The fuzzy model is verified experimentally using different sets of inputs. This study deals with the experimental results obtained during drilling on medium carbon steel (AISI 1060), aluminum, and brass. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWear. =650 \0$aFuzzy. =650 \0$aDrilling. =650 \0$aHole quality. =650 \0$aOversize error. =650 \0$aRoundness error. =650 \0$aSurface roughness. =650 \0$aHole size variation. =650 \0$aSubtractive clustering. =650 \0$aDrilling platforms$xAutomatic control. =650 \0$aOffshore oil well drilling$xAutomatic control. =650 14$aFuzzy. =650 24$aSubtractive clustering. =650 24$aHole quality. =650 24$aDrilling. =650 24$aSurface roughness. =650 24$aRoundness error. =650 24$aHole size variation. =650 24$aOversize error. =650 24$aWear. =700 1\$aRadaideh, Saleh. M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12575.htm =LDR 03343nab a2200541 i 4500 =001 JTE100033 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100033$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100033$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC290 =082 04$a536/.6$223 =100 1\$aBentz, DP.,$eauthor. =245 10$aCombination of Transient Plane Source and Slug Calorimeter Measurements to Estimate the Thermal Properties of Fire Resistive Materials /$cDP. Bentz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe thermal properties of fire resistive materials (FRMs) as a function of temperature critically influence their ability to protect a (steel) structure during a fire exposure. Measurement of these properties is complicated by the microstructural heterogeneity of typical FRMs, the need to measure properties over a wide temperature range from room temperature to 1000°C and higher, and the reactions, phase changes, and volumetric changes that the materials may undergo during exposure to elevated temperatures. This paper presents an integrated approach for determining thermal properties via a combination of two experimental techniques, namely the transient plane source and the slug calorimeter methods. The former is utilized to provide an estimate of the volumetric heat capacity and a room temperature thermal conductivity value for the FRM under study, while the latter is employed to estimate the variation in effective thermal conductivity with temperature, including the influences of reactions and mass transport during multiple heating/cooling cycles. The combination of the two techniques is demonstrated for four different inorganic-based FRMs. Their extension to organic (intumescent) systems is also discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHeat capacity. =650 \0$aSlug calorimeter. =650 \0$aBuilding technology. =650 \0$aThermal conductivity. =650 \0$aFire resistive material. =650 \0$aMicrocalorimeters. =650 \0$aTemperature measuring instruments. =650 14$aBuilding technology. =650 24$aFire resistive material. =650 24$aHeat capacity. =650 24$aSlug calorimeter. =650 24$aThermal conductivity. =650 24$aTransient plane source technique. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100033.htm =LDR 03330nab a2200541 i 4500 =001 JTE100080 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100080$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100080$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC183 =082 04$a541/.33$223 =100 1\$aHefer, Arno W.,$eauthor. =245 10$aBitumen Surface Energy Characterization by Inverse Gas Chromatography /$cArno W. Hefer, Dallas N. Little, Bruce E. Herbert. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aModern surface energy theory has been identified in recent years as an attractive tool by which to select compatible bitumen-aggregate combinations. In addition, this approach offers the potential to quantitatively assess moisture susceptibility of these material combinations. The success of implementing this technology depends on the availability of techniques that allow efficient and reliable surface energy characterization of the materials under consideration. This paper focuses on bitumen surface energy characterization employing inverse gas chromatography (IGC). The authors report detail column preparation and test methodologies, and provide a precision statement for this technique. Analysis procedures and results presented demonstrate successful application of this technique with modern thermodynamic theory to acquire bitumen surface energy components. The technique allows testing at different temperatures and results are in agreement with conceptual and theoretical expectations. Surface energies derived from IGC compare reasonably well with mechanical surface tension values from the literature. Results suggest that surface energies do not vary considerably between different bitumen types, indicative of the controlling role of aggregate type in bitumen-aggregate adhesion. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBitumen. =650 \0$aSurface energy. =650 \0$aSurface tension. =650 \0$aAdhesion. =650 \0$aAdsorption. =650 14$aBitumen. =650 24$aAdhesion. =650 24$aBitumen-aggregate adhesion. =650 24$aSurface energy. =650 24$aSurface tension. =650 24$aInverse gas chromatography. =700 1\$aLittle, Dallas N.,$eauthor. =700 1\$aHerbert, Bruce E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100080.htm =LDR 02524nab a2200529 i 4500 =001 JTE100535 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100535$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100535$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC189.5 =082 04$a531.113402454$223 =100 1\$aShen, L.,$eauthor. =245 10$aNew Method for Measuring Static Segregation of Self-Consolidating Concrete /$cL. Shen, L. Struble, D. Lange. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aTo study self-consolidating concrete it is important to be able to characterize segregation resistance. In this paper, a segregation probe is introduced as a simple and fast method for testing static segregation of fresh concrete. The results of the segregation probe tests were verified using image analysis. A mechanics analysis was used to estimate the forces acting on the segregation probe and explain why the thickness of a paste/mortar layer at the surface of the concrete can be measured. Finally, use of the probe to determine robustness is presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRobustness. =650 \0$aSegregation. =650 \0$aSegregation probe. =650 \0$aRheology. =650 \0$aColloids. =650 14$aSegregation. =650 24$aSegregation probe. =650 24$aSelf-consolidating concrete. =650 24$aRheology. =650 24$aRobustness. =700 1\$aStruble, L.,$eauthor. =700 1\$aLange, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100535.htm =LDR 03297nab a2200517 i 4500 =001 JTE100180 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2007\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE100180$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE100180$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA479.S7 =082 04$a620.1/7$223 =100 1\$aPrakash, RV.,$eauthor. =245 13$aAn Evaluation of Stress-Strain Property Prediction by Automated Ball Indentation (ABI) testing /$cRV. Prakash, CS. Shin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2007. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aAutomated ball-indentation tests were performed on a duplex stainless steel (2205) and on a high-strength Al-Cu alloy (2014-T651) using a tungsten carbide (TC) spherical ball indenter to derive the materials' stress-strain parameters, which were validated with standard tensile specimen data. Test method and data analysis procedures, as proposed by Haggag et al. in a previous research publication, were followed. During analysis, we observed some interesting details, such as the existence of a linear relationship between the maximum applied compressive force and the plastic depth of penetration for a given material, a relationship between force and plastic diameter of indentation, and a unique relationship between plastic diameter of indentation and plastic depth of indentation, which is independent of the material being evaluated. The correlation between ABI derived stress-strain data and tensile stress-strain data was reasonable for duplex stainless steel, whereas the correlation was not good in the case of Al-Cu alloy 2014-T651. This work suggests the need to improve the formulations, taking into account the properties of indenter and indenting material, as well as the need to account for events such as sink-in and pile-up that take place during indentation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSpherical indenter. =650 \0$aAluminum-copper alloy. =650 \0$aDuplex stainless steel. =650 \0$aStainless steel. =650 \0$aChrome-nickel steel. =650 \0$aCorrosion resistant alloys. =650 14$aAutomated ball indentation. =650 24$aSpherical indenter. =650 24$aDuplex stainless steel. =650 24$aAluminum-copper alloy. =700 1\$aShin, CS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 35, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2007$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE100180.htm =LDR 03134nab a2200709 i 4500 =001 JTE11677J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11677J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11677J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aMcLellan, DL.,$eauthor. =245 10$aLaser-Heating-Induced Failure of Metal Alloys Under Constant Stress /$cDL. McLellan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aThe failure conditions of three structural materials have been investigated under a number of constant axial tensile stresses and rapid heating rates. Laser heating was used to produce failure by fracture for selected times between nominally 0.10 and 100 s. The three sheet gage materials tested were 2024-T81 (alclad), Ti-6Al-4V (mill annealed), and 301 stainless steel (hard). Properties determined in this manner are applicable to vulnerability analyses of aircraft and missile structures. Temperatures for 1-s failure times of constantly stressed parts are significantly higher than those which accompany both the static ultimate tensile strength and long-duration creep rupture behaviors. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFailure. =650 \0$aStresses. =650 \0$aIron alloys. =650 \0$aPseudo creep. =650 \0$aLaser heating. =650 \0$aAxial stresses. =650 \0$aAluminum alloys. =650 \0$aTitanium alloys. =650 \0$aTensile strength. =650 \0$aTensile stresses. =650 \0$aFractures (materials) =650 \0$aConstruction materials. =650 \0$aCreep rupture strength. =650 \0$aFracture mechanics. =650 14$aLaser heating. =650 24$aConstruction materials. =650 24$aStresses. =650 24$aFractures (materials) =650 24$aFailure. =650 24$aAluminum alloys. =650 24$aTitanium alloys. =650 24$aIron alloys. =650 24$aAxial stresses. =650 24$aTensile stresses. =650 24$aTensile strength. =650 24$aCreep rupture strength. =650 24$aPseudo creep. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11677J.htm =LDR 02923nab a2200697 i 4500 =001 JTE11678J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11678J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11678J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA403 =082 04$a620.1/1 s$223 =100 1\$aBreyer, NN.,$eauthor. =245 10$aLiquid Metal Embrittlement of 4145 Steel by Lead-Tin and Lead-Antimony Alloys /$cNN. Breyer, KL. Johnson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aPure lead soldered to the gage section of 200-ksi (1379-MPa) 4145 steel tensile specimens tested at temperatures ranging from room temperature to 700°F (371°C) exhibit a severe loss in ductility between 400 and 680°F (204 and 360°C). The ductility, as measured by reduction of area, recovered at 695°F (368°C), the so-called brittle-to-ductile recovery temperature. This recovery temperature was shifted to higher temperatures in a sensitive manner by relatively small amounts of either tin or antimony added to alloy the externally applied lead. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLiquid. =650 \0$aMetals. =650 \0$aBrittle. =650 \0$aSolders. =650 \0$aFracture. =650 \0$aLead alloys. =650 \0$aAlloy steels. =650 \0$aEmbrittlement. =650 \0$aTension tests. =650 \0$aTin containing alloys. =650 \0$aHigh temperature tests. =650 \0$aAlloys$xEmbrittlement. =650 \0$aAnalyse. =650 14$aHigh temperature tests. =650 24$aTension tests. =650 24$aAlloy steels. =650 24$aEmbrittlement. =650 24$aSolders. =650 24$aLiquid. =650 24$aMetals. =650 24$aBrittle. =650 24$aFracture. =650 24$aLead alloys. =650 24$aTin containing alloys. =650 24$aAntimony containing alloys. =700 1\$aJohnson, KL.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11678J.htm =LDR 02506nab a2200541 i 4500 =001 JTE11676J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11676J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11676J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP490 =082 04$a621.56$223 =100 1\$aBush, SH.,$eauthor. =245 10$aStructural Materials for Nuclear Power Plants /$cSH. Bush. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (28 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b48 =520 3\$aCommercial ferritic and austenitic steels are the predominant materials used in both fossil and nuclear power plants; the significant difference in nuclear plants is the exposure to neutron fluence. Three aspects of material behavior are reviewed: (1) the role of residual elements on radiation damage of steels used for water reactor pressure vessels, (2) influence of neutron-gamma flux and water reactor coolant on stress corrosion, and (3) neutron-induced swelling and void formation in austenitic stainless steels in fast reactors. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFluence. =650 \0$aNeutron flux. =650 \0$aFerritic steels. =650 \0$aStainless steels. =650 \0$aNuclear power plants. =650 \0$aConstruction materials. =650 14$aNuclear power plants. =650 24$aConstruction materials. =650 24$aStainless steels. =650 24$aAustenitic stainless steels. =650 24$aFerritic steels. =650 24$aFluence. =650 24$aNeutron flux. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11676J.htm =LDR 02692nab a2200637 i 4500 =001 JTE11681J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11681J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11681J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.T46 =082 04$a721/.0449$223 =100 1\$aUzan, J.,$eauthor. =245 13$aAn Apparatus for Two-Dimensional Measurement of the Shrinkage Resistance of Soils /$cJ. Uzan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThis paper deals with the behavior of an Israeli fat clay under the combined action of shrinkage due to drying and tensile stresses which develop as a result of controlled shrinkage. Since the behavior is known to be nonlinear, an appropriate theoretical background which permits design of apparatuses and tests is presented. Two apparatuses are described which allow for the measurement of stress and strain in a two-dimensional state of stressing. Results of preliminary tests are presented and analyzed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aClays. =650 \0$aTests. =650 \0$aDrying. =650 \0$aIsotropy. =650 \0$aShrinkage. =650 \0$aPlane stress. =650 \0$aPoisson ratio. =650 \0$aTensile stress. =650 \0$aElastic properties. =650 \0$aStress-strain diagrams. =650 \0$aTensile architecture. =650 14$aClays. =650 24$aShrinkage. =650 24$aDrying. =650 24$aElastic properties. =650 24$aPoisson ratio. =650 24$aTests. =650 24$aStress-strain diagrams. =650 24$aTensile stress. =650 24$aPlane stress. =650 24$aIsotropy. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11681J.htm =LDR 02558nab a2200517 i 4500 =001 JTE11687J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11687J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11687J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aKF2125.1 =082 04$a333.7832$223 =100 1\$aEvans, RE.,$eauthor. =245 14$aThe Calculation of Gas Transmission Rates Measured by Manometric Methods /$cRE. Evans. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aIt is shown that an error in the calculated gas transmission rate of greater than 20 percent can result when using the standard equation presented in Method M of the American Society for Testing and Materials Test for Gas Transmission Rate of Plastic Film and Sheeting [D 1434-66 (1972)]. The magnitude of this error is shown to be a function of both cell void volume and pressure. Therefore, disagreements in results calculated using different cells and operating conditions can be explained. The exact solution of the equation is presented together with an approximation; the latter facilitates calculations and results in an error of less than one percent. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGases. =650 \0$aPlastics. =650 \0$aManometers. =650 \0$aTransmission. =650 \0$aPressure measurement. =650 \0$aElectric power transmission$xRates. =650 14$aTransmission. =650 24$aGases. =650 24$aManometers. =650 24$aPressure measurement. =650 24$aPlastics. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11687J.htm =LDR 02865nab a2200661 i 4500 =001 JTE11683J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11683J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11683J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aCC79.E85 =082 04$a930.1$223 =100 1\$aSimpson, LA.,$eauthor. =245 14$aThe Application of the Single-Edge Notched Beam to Fracture Toughness Testing of Ceramics /$cLA. Simpson, TR. Hsu, G. Merrett. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThere is a need for easy-to-fabricate fracture toughness specimens for ceramics. The single-edge notched beam satisfies this need, except that the American Society for Testing and Materials (ASTM) specification for notch root crack depth is difficult to achieve in ceramics using standard metallurgical methods. Finite element techniques are used to demonstrate that a minimum ratio of crack depth to notch root radius of 0.5 is sufficient for a valid test in a ceramic. These calculations are confirmed by experiments on soda-lime glass specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGlass. =650 \0$aTests. =650 \0$aCracks. =650 \0$aNotches. =650 \0$aCeramics. =650 \0$aFinite element. =650 \0$aFracture strength. =650 \0$aStress concentration. =650 \0$aFractures (materials) =650 \0$aStress intensity factors. =650 \0$aCeramics$vAnalysis. =650 14$aTests. =650 24$aCeramics. =650 24$aFracture strength. =650 24$aNotches. =650 24$aCracks. =650 24$aGlass. =650 24$aFinite element. =650 24$aStress concentration. =650 24$aStress intensity factors. =650 24$aFractures (materials) =700 1\$aHsu, TR.,$eauthor. =700 1\$aMerrett, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11683J.htm =LDR 02818nab a2200637 i 4500 =001 JTE11689J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11689J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11689J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS227.7 =082 04$a671.5/2/023$223 =100 1\$aHsü, TC.,$eauthor. =245 10$aDistinction Between Coaxial and Noncoaxial Strains in Sheet Metal and Its Implications on the Assessment of Material Formability /$cTC. Hsü. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThe distinction between coaxial and noncoaxial strains is explained. It is shown that with noncoaxial strains deformation does not necessarily produce a change of shape, if circles and ellipses are used for strain measurements. If materials are tested in exisymmetrical processes, in which the strains are coaxial, and used in unsymmetrical ones, in which the strains are noncoaxial, then the formability will appear to be overestimated. A test for coaxiality, based on the use of squares and parallelograms for the strain measurements, is presented in the text and the formula used is derived in the Appendix. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGrids. =650 \0$aForming. =650 \0$aStrains. =650 \0$aDuctility. =650 \0$aDeformation. =650 \0$aFormability. =650 \0$aMetal sheets. =650 \0$aStrain paths. =650 \0$aChange in shape. =650 \0$aSheet metal test. =650 \0$aWelding. =650 14$aStrains. =650 24$aDeformation. =650 24$aDuctility. =650 24$aFormability. =650 24$aMetal sheets. =650 24$aForming. =650 24$aSheet metal test. =650 24$aStrain paths. =650 24$aChange in shape. =650 24$aGrids. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11689J.htm =LDR 03008nab a2200625 i 4500 =001 JTE11680J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11680J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11680J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5415.153 =082 04$a658.5$223 =100 1\$aJenness, JR.,$eauthor. =245 10$aComparison of Static and Dynamic Mechanical Properties of Some Epoxy-Matrix Composites /$cJR. Jenness, DE. Kline. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aStatic and dynamic elastic moduli in flexure were measured for a diglycidyl ether of bisphenol A cured with metaphenylenediamine and some particulate composites with this polymer as the matrix. If it is assumed that these materials have tensile moduli which are about 0.925 of their compressive moduli, as has been noted for another epoxy system, dynamic moduli determined at very low strain values by a free-free flexural resonance technique appear to be very nearly equal to the tensile moduli in static flexure. However, little correlation was observed between the dynamic mechanical properties and other static properties such as flexural strength. This is partially attributed to the difference in stress patterns in the static and dynamic tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStresses. =650 \0$aResonance. =650 \0$aStatic tests. =650 \0$aDynamic tests. =650 \0$aFlexural strength. =650 \0$aMechanical properties. =650 \0$aModulus of elasticity. =650 \0$aNon-destructive tests. =650 \0$aComposites. =650 \0$aComposite materials. =650 14$aMechanical properties. =650 24$aComposite materials. =650 24$aNon-destructive tests. =650 24$aFlexural strength. =650 24$aModulus of elasticity. =650 24$aStatic tests. =650 24$aDynamic tests. =650 24$aStresses. =650 24$aResonance. =700 1\$aKline, DE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11680J.htm =LDR 02519nab a2200673 i 4500 =001 JTE11685J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11685J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11685J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.2 =082 04$a620.1/9204232$223 =100 1\$aHuang, WH.,$eauthor. =245 13$aAn Investigation of the Fluid Characteristics of Cement Grouts /$cWH. Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b2 =520 3\$aA method for viscosity measurement of cement grouts is discussed in this paper and the results are presented in the form of formulas and curves. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGrout. =650 \0$aCements. =650 \0$aViscosity. =650 \0$aMeasurement. =650 \0$aShear stress. =650 \0$aBingham plastic. =650 \0$aShear strain rate. =650 \0$aCoaxial viscometer. =650 \0$aWater cement ratio. =650 \0$aFluid characteristics. =650 \0$aPortland cement type 2. =650 \0$aViscoelastic materials$xMechanical properties. =650 \0$aTECHNOLOGY & ENGINEERING$xEngineering. =650 14$aCements. =650 24$aGrout. =650 24$aViscosity. =650 24$aMeasurement. =650 24$aFluid characteristics. =650 24$aWater cement ratio. =650 24$aPortland cement type 2. =650 24$aCoaxial viscometer. =650 24$aShear stress. =650 24$aShear strain rate. =650 24$aBingham plastic. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11685J.htm =LDR 02446nab a2200541 i 4500 =001 JTE11682J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11682J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11682J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS627.P55 =082 04$a631.4/52$223 =100 1\$aSalomone, LA.,$eauthor. =245 10$aProcedures Used to Evaluate the Thermal Properties of Soils Adjacent to Buried Extra High Voltage Lines /$cLA. Salomone, JA. Fischer, I. Watson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aBecause of the high voltages and operating temperatures now being considered for transmission lines from offshore generating stations, assessment of the thermal characteristics of the soils surrounding these cables is critical-both to avoid failure of the cables by overheating and to establish a practical engineering procedure to facilitate sound and economic cable designs in the future. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSoils. =650 \0$aOffshore pipelines. =650 \0$aThermal resistance. =650 \0$aTransmission lines. =650 \0$aThermal conductivity. =650 \0$aSoil. =650 14$aTransmission lines. =650 24$aSoils. =650 24$aThermal conductivity. =650 24$aOffshore pipelines. =650 24$aThermal resistance. =700 1\$aFischer, JA.,$eauthor. =700 1\$aWatson, I.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11682J.htm =LDR 02961nab a2200625 i 4500 =001 JTE11684J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11684J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11684J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a620.1/3623$223 =100 1\$aMehta, PK.,$eauthor. =245 12$aA New Test for Sulfate Resistance of Cements /$cPK. Mehta, OE. Gjørv. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aSulfate attack on concrete can either be of expansion-cracking type due to ettringite formation or of surface deterioration type due to acidic nature of sulfate solutions. The present test methods for determining sulfate resistance generally evaluate the expansive attack phenomenon. Since low C3A portland cements are not susceptible to this type of attack, new methods need to be developed to test the long-time resistance of these cements to the acidic type of sulfate attack. An attempt to develop a laboratory method involving immersion of small specimens of cement paste in a sulfate solution held at constant pH is described. Preliminary results are given for five different types of cements tested in accordance with the new method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSulfates. =650 \0$aConstant pH. =650 \0$aCorrelation. =650 \0$aChemical attack. =650 \0$aImmersion tests. =650 \0$aPortland cements. =650 \0$aExpansion-cracking. =650 \0$aSoftening-spalling. =650 \0$aSulphate-resistant concrete. =650 \0$aConcrete$xDeterioration. =650 \0$aSulfate-resistant concrete. =650 14$aSulfates. =650 24$aChemical attack. =650 24$aPortland cements. =650 24$aImmersion tests. =650 24$aExpansion-cracking. =650 24$aSoftening-spalling. =650 24$aCorrelation. =650 24$aConstant pH. =700 1\$aGjørv, OE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11684J.htm =LDR 02785nab a2200649 i 4500 =001 JTE11690J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11690J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11690J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.T46 =082 04$a721/.0449$223 =100 1\$aSwearengen, JC.,$eauthor. =245 12$aA Strain Gage Method for Determining the Mechanical Properties of Filaments /$cJC. Swearengen, RH. Ericksen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aA test method has been established which permits utilization of strain gages to obtain mechanical properties of filaments. Uniaxial monotonic load-strain and creep measurements were made using several techniques to verify that the method measures properties representative of the flaments. The method eliminates the requirements of obtaining a compliance calibration of the testing machine and has the advantage of facilitating measurements of small strains in filaments having very high stiffness. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWire. =650 \0$aFibers. =650 \0$aBeryllium. =650 \0$aFilaments. =650 \0$aStrain gages. =650 \0$aExtensometers. =650 \0$aElastic properties. =650 \0$aTensile properties. =650 \0$aMechanical properties. =650 \0$aModulus of elasticity. =650 \0$aTensile architecture. =650 14$aFibers. =650 24$aMechanical properties. =650 24$aStrain gages. =650 24$aTensile properties. =650 24$aElastic properties. =650 24$aFilaments. =650 24$aWire. =650 24$aExtensometers. =650 24$aBeryllium. =650 24$aModulus of elasticity. =700 1\$aEricksen, RH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11690J.htm =LDR 02672nab a2200577 i 4500 =001 JTE11679J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11679J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11679J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1/7765$223 =100 1\$aWillertz, LE.,$eauthor. =245 10$aMagnetomechanical Damping Properties of AISI 403 Stainless Steel with Applied Static Torsional and Axial Stresses /$cLE. Willertz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe magnetomechanical damping properties of an AISI 403 stainless steel, tested in torsion, were found to behave differently under the action of applied static axial and torsional stresses. A constant torsional stress decreased the damping peak, broadened it, and shifted it to higher stresses. In contrast, a static axial load shifted the peak to lower log decrement values but did not change the peak damping stress. These observations are explained in terms of the effect of the static stresses on the shape of the stress-strain hysteresis loop. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamping. =650 \0$aStresses. =650 \0$aAxial stress. =650 \0$aShear stress. =650 \0$aStainless steels. =650 \0$aMagnetic properties. =650 \0$aMechanical properties. =650 \0$aShear (Mechanics) =650 \0$aDeformations (Mechanics) =650 14$aStainless steels. =650 24$aDamping. =650 24$aShear stress. =650 24$aMechanical properties. =650 24$aMagnetic properties. =650 24$aStresses. =650 24$aAxial stress. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11679J.htm =LDR 02648nab a2200577 i 4500 =001 JTE11688J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11688J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11688J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1185 =082 04$a671.5/3$223 =100 1\$aWolak, J.,$eauthor. =245 10$aEvaluation of Large Strains in Industrial Applications /$cJ. Wolak, VJ. Parks. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aFor the case of a two-dimensional strain field the usual concepts of direct and of shear strains are developed in terms of the principal strains and of the orientations of the elements in question. These expressions are used to form a Mohr's circle, which permits the transformation of strain from one axis of reference to another, irrespective of the magnitude of the strain, and leads to the evaluation of the principal strain components from the measurement of direct strain in three directions. A numerical example of application to the mechanics of metal cutting is given. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrains. =650 \0$aMetal cutting. =650 \0$aMetal working. =650 \0$aMohr's circle. =650 \0$aPlastic properties. =650 \0$aGrids (coordinates) =650 \0$aLarge plastic strains. =650 \0$aMetalcutting. =650 14$aStrains. =650 24$aPlastic properties. =650 24$aMetal cutting. =650 24$aGrids (coordinates) =650 24$aMohr's circle. =650 24$aLarge plastic strains. =650 24$aMetal working. =700 1\$aParks, VJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11688J.htm =LDR 02259nab a2200493 i 4500 =001 JTE11686J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1974\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11686J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11686J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.2 =082 04$a620.1/9204232$223 =100 1\$aManning, RE.,$eauthor. =245 10$aComputational Aids for Kinematic Viscosity Conversions from 100 to 210°F to 40 and 100°C /$cRE. Manning. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1974. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aIn the petroleum industry the standard temperatures of test are being changed from the traditional 100 and 210°F to 40 and 100°C. Graphs and tables are given which allow for easy, accurate calculation of kinematic viscosity at the new test temperatures from data at the former test temperatures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aViscosity index. =650 \0$aPetroleum products. =650 \0$aKinematic viscosity. =650 \0$aViscoelastic materials$xMechanical properties. =650 \0$aTECHNOLOGY & ENGINEERING$xEngineering. =650 14$aViscosity index. =650 24$aViscosity-temperature equations. =650 24$aPetroleum products. =650 24$aKinematic viscosity. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 2, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 1974$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11686J.htm =LDR 03635nab a2200889 i 4500 =001 JTE11414J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11414J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11414J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.T46 =082 04$a721/.0449$223 =100 1\$aBlickensderfer, R.,$eauthor. =245 12$aA Multistep Shear Test for Bond Strength of Claddings /$cR. Blickensderfer, JM. Burrus. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aA test for determining the bonding shear strength of a clad metal and the fixture for performing the test are described. The test specimen, which is relatively easy to machine, has approximately nine shear steps ranging in depth from shallower than the cladding to deeper than the cladding. Thus, at least one of the shear lips gives the shear strength very near the interface between the cladding and the base metal. Test results on a variety of bimetals are presented. Results are compared with ASTM Specification for Corrosion-Resisting Chromium Steel Clad Plate, Sheet, and Strip (A 264) criteria. This work was conducted by the Bureau of Mines, U.S. Department of the Interior, as a part of its effort to develop vacuum rolled claddings to conserve strategic materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBonding. =650 \0$aAdhesion. =650 \0$aBimetals. =650 \0$aCladding. =650 \0$aLaminates. =650 \0$aRing test. =650 \0$aInterfaces. =650 \0$aPeel tests. =650 \0$aShear test. =650 \0$aSubstrates. =650 \0$aTensile load. =650 \0$aShear failure. =650 \0$aBending moments. =650 \0$aAdhesive bonding. =650 \0$aBonding strength. =650 \0$aCleavage failure. =650 \0$aShear properties. =650 \0$aAngle of rotation. =650 \0$aMetallurgical bond. =650 \0$aVacuum roll bonding. =650 \0$aTensile architecture. =650 14$aAdhesion. =650 24$aAdhesive bonding. =650 24$aBending moments. =650 24$aBimetals. =650 24$aBonding. =650 24$aBonding strength. =650 24$aCladding. =650 24$aInterfaces. =650 24$aLaminates. =650 24$aPeel tests. =650 24$aShear properties. =650 24$aShear test. =650 24$aSubstrates. =650 24$aAngle of rotation. =650 24$aCleavage failure. =650 24$aMetallurgical bond. =650 24$aRing test. =650 24$aShear failure. =650 24$aTensile load. =650 24$aVacuum roll bonding. =700 1\$aBurrus, JM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11414J.htm =LDR 02504nab a2200553 i 4500 =001 JTE11417J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11417J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11417J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ295 =082 04$a620.1126$223 =100 1\$aFitzsimons, G.,$eauthor. =245 10$aHigh-Speed Compression Testing at Constant True Strain Rates for Hot Working Studies /$cG. Fitzsimons, HA. Kuhn, AJ. DeArdo, V. Semple. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aA simple device that provides control for constant true strain rate compression (or tension) tests in closed-loop servohydraulic testing machines is described. In the present system, it has been used at strain rates up to 20 s-1. Intended for use in hot working studies, the device allows for single-stroke, change-of-rate, and interrupted sequential tests. In the last of these, interruption times as low as 10 to 20 ms may be achieved. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHot working. =650 \0$aStrain rate. =650 \0$aWorkability. =650 \0$aDuctile fracture. =650 \0$aCompression tests. =650 \0$aFracture mechanics. =650 14$aWorkability. =650 24$aCompression tests. =650 24$aStrain rate. =650 24$aDuctile fracture. =650 24$aHot working. =700 1\$aKuhn, HA.,$eauthor. =700 1\$aDeArdo, AJ.,$eauthor. =700 1\$aSemple, V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11417J.htm =LDR 02331nab a2200553 i 4500 =001 JTE11423J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11423J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11423J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA1242.C436 =082 04$a615.9/51$223 =100 1\$aTaylor, JK.,$eauthor. =245 10$aGuidelines for Evaluating the Blank Correction /$cJK. Taylor. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThe statistical considerations in applying the blank correction in trace analysis are discussed. The question of acceptable limits for the blank is addressed. Unless sufficient measurements are made, the uncertainties in the blank correction may be the major source of uncertainty in ultra-trace analysis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWater. =650 \0$aReagent blank. =650 \0$aTrace analysis. =650 \0$aChemical analysis. =650 \0$aEnvironmental analysis. =650 \0$aMeasurement uncertainty. =650 \0$aEnvironmental impact analysis. =650 \0$aEnvironmental policy. =650 14$aChemical analysis. =650 24$aWater. =650 24$aEnvironmental analysis. =650 24$aMeasurement uncertainty. =650 24$aReagent blank. =650 24$aTrace analysis. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11423J.htm =LDR 02925nab a2200517 i 4500 =001 JTE11418J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11418J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11418J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD139.P6 =082 04$a547.7046$223 =100 1\$aFanconi, BM.,$eauthor. =245 10$aFourier Transform Infrared Spectroscopy of Polymers-Theory and Application /$cBM. Fanconi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThe Fourier transform infrared (FT-IR) technique is replacing conventional dispersive instruments in the acquisition of IR spectroscopic data. For standards organizations this implies that existing standard test methods involving IR spectral analysis need to be modified. In an FT-IR system all spectral information is contained in the interferogram produced by scanning the Michelson interferometer. The factors controlling spectral resolution and sensitivity are, therefore, different from those governing these properties of dispersive instruments. The FT-IR technique has the advantages of greater signal-to-noise ratio and digitized data that open up new areas of application as well as provide greater sensitivity in the more traditional uses of IR spectroscopy. A review of the field of vibrational spectroscopy of polymers identifies time-dependent phenomena and characterization of structural imperfections as two areas likely to see major advances as a result of FT-IR. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aReviews. =650 \0$aPolymers. =650 \0$aInfrared spectroscopy. =650 \0$aFourier transformation. =650 \0$aPolymer characterization. =650 \0$aPolymers$vAnalysis. =650 14$aPolymers. =650 24$aReviews. =650 24$aInfrared spectroscopy. =650 24$aFourier transformation. =650 24$aPolymer characterization. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11418J.htm =LDR 03166nab a2200649 i 4500 =001 JTE11415J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11415J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11415J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a620.1/127$223 =100 1\$aKurita, M.,$eauthor. =245 13$aAn Estimation of Hardness of Hardened Steels by X-Ray Diffraction Using a Gaussian Curve-Fitting Method /$cM. Kurita, H. Hirayama. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aA simplified equation for calculating rapidly a parameter of a Gaussian curve fitted to a diffraction line peak is proposed for use in the evaluation of the diffraction line width. An equation for calculating the standard deviation of the parameter, caused by counting statistics, is also given to evaluate the reproducibility of the parameter. The parameter together with its standard deviation can be calculated in only 0.8 s with an inexpensive microcomputer. The time required for the X-ray intensity measurement in determining the parameter is about one third of that required in the half-width determination. The line width represented by the parameter of various quenched and tempered steels increases with increasing hardness. Hence, the use of the parameter allows a rapid and nondestructive estimation of hardness of hardened steels. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteels. =650 \0$aHardness. =650 \0$aTempering. =650 \0$aHardenability. =650 \0$aHeat treatment. =650 \0$aQuench hardening. =650 \0$aX-ray diffraction. =650 \0$aQuenching (cooling) =650 \0$aNondestructive tests. =650 \0$aStatistical analysis. =650 \0$aNondestructive testing. =650 14$aX-ray diffraction. =650 24$aNondestructive tests. =650 24$aStatistical analysis. =650 24$aSteels. =650 24$aHardness. =650 24$aQuench hardening. =650 24$aQuenching (cooling) =650 24$aTempering. =650 24$aHardenability. =650 24$aHeat treatment. =700 1\$aHirayama, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11415J.htm =LDR 02433nab a2200541 i 4500 =001 JTE11420J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11420J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11420J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD75.4.C34 =082 04$a621.37/2$223 =100 1\$aHellmann, D.,$eauthor. =245 10$aDevelopment of a Test Setup for Measuring the Deflection of Single-Edge Notched Bend (SENB) Specimens /$cD. Hellmann, G. Rohwerder, K-H Schwalbe. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aA test setup was developed for the measurement of the deflection of single-edge notched bend (SENB) specimens. It avoids the influence of the indentations resulting from the roller pins during the measurement of the deflection. Compliance calibration bend tests were carried out to compare an experimental compliance curve with a theoretical solution. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBend tests. =650 \0$aDeflection. =650 \0$aJ-integral. =650 \0$aModulus of elasticity. =650 \0$aCalibration. =650 \0$aTECHNOLOGY & ENGINEERING$xMechanical. =650 14$aBend tests. =650 24$aDeflection. =650 24$aModulus of elasticity. =650 24$aSingle-edge notched bend specimens. =650 24$aJ-integral. =700 1\$aRohwerder, G.,$eauthor. =700 1\$aSchwalbe, K-H,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11420J.htm =LDR 03212nab a2200529 i 4500 =001 JTE11421J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11421J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11421J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD883.7.E85 =082 04$a363.7/392/094$223 =100 1\$aCollings, RK.,$eauthor. =245 10$aCurrent and Potential Uses for Mining and Mineral Processing Wastes in Canada :$bStandards /$cRK. Collings. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aMining and mineral processing operations in Canada produce about 650 x 106 metric tons of mineral waste annually. This waste is composed of broken rock from open pits and underground mines, coarse mill rejects from screening and heavy media separation processes, and fine mill tailings from screening, magnetic separation, and flotation processes. Most wastes have limited potential for reuse because of their high impurity content or remote location. However, some are favorably located and of interest because of contained metals and minerals or inherent physical and chemical characteristics. Waste utilization is an attractive alternative to disposal because disposal costs and potential pollution problems are reduced or even eliminated and resources are conserved. Waste rock could be used as landfill, in roadbed and dam construction, as railroad ballast, as aggregate in concrete and asphalt mixes, and, for the finer sizes of waste, as construction sand, as an additive to concrete and asphalt mixes, in brick and block manufacture, in the manufacture of thermal insulation, for the recovery of valuable metals or minerals, and as mineral fillers. Examples of the commercial utilization of a number of such wastes are noted. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStandards. =650 \0$aConservation. =650 \0$aClassification. =650 \0$aReuse potential. =650 \0$aWaste utilization. =650 14$aWaste utilization. =650 24$aConservation. =650 24$aClassification. =650 24$aMining/mineral processing wastes. =650 24$aStandards. =650 24$aReuse potential. =650 24$aCanada. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11421J.htm =LDR 02969nab a2200529 i 4500 =001 JTE11419J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11419J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11419J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA403.5 =082 04$a500.2/01/515723$223 =100 1\$aPike, L.,$eauthor. =245 10$aAdvantages of Using Data from Fourier Transform Infrared Spectrophotometers for Process Control /$cL. Pike. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSignificant advantages in using data from Fourier transform infrared (FTIR) spectrophotometers instead of conventional prism and grating spectrophotometers for process control measurements have been observed in the research laboratories of the Cryovac Division of W. R. Grace & Co. The advantages center around the ability to quantitate accurately and precisely very low intensity absorbances with the expenditure of significantly less technician time than the older equipment requires. An example of the advantages is illustrated using the measurement of the transvinylene absorbance near 966 cm-1 or 10.35 ?m of polyethylene. Use of FTIR spectrophotometers results in a four- to five-fold improvement in precision (reproducibility) and a decrease of 75% in the technician time required to make the measurements. This paper contains the details involved in using the two types of equipment for the above stated measurement and some factors contributing to the advantages obtained by using FTIR. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAbsorbance. =650 \0$aMeasurement. =650 \0$aPolyethylene. =650 \0$aTransvinylene. =650 \0$aFourier transformation. =650 \0$aFourierTransformation. =650 \0$aMathematische Physik. =650 14$aFourier transformation. =650 24$aPolyethylene. =650 24$aAbsorbance. =650 24$aTransvinylene. =650 24$aMeasurement. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11419J.htm =LDR 02231nab a2200481 i 4500 =001 JTE11422J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11422J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11422J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA1199.4.A38 =082 04$a615/.704/028$223 =100 1\$aNewbry, BW.,$eauthor. =245 12$aA Simple Apparatus for Conducting In-Stream Toxicity Tests /$cBW. Newbry, GF. Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aBecause of the increasing importance of evaluating the actual impact of chemical discharges on fish in receiving waters the need for a suitable apparatus for conducting in situ toxicity tests has arisen. This paper describes a simple, inexpensive, easily handled fish cage that has proven to be quite suitable for conducting in situ toxicity tests with small fish. The cages are constructed of 10-cm plastic pipe. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFish cages. =650 \0$aField tests. =650 \0$aToxicity tests. =650 \0$aToxicity Tests$vmethods. =650 14$aField tests. =650 24$aFish cages. =650 24$aToxicity tests. =700 1\$aLee, GF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11422J.htm =LDR 02690nab a2200505 i 4500 =001 JTE11424J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11424J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11424J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQR105 =082 04$a576.1/9/2$223 =100 1\$aRao, SS.,$eauthor. =245 10$aSome Factors Influencing the Enumeration of Metabolizing Aquatic Bacteria /$cSS. Rao, AA. Jurkovic, BJ. Dutka. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aEffects of incubation time, temperature, and organic substrate on the enumeration of total and metabolizing aquatic bacteria were evaluated with a reduction technique using 2-(p-iodophenyl)-3-(p-nitrophenyl)-5-phenyl tetrazolium chloride and formazan. Data indicated that there were no apparent differences in metabolizing bacterial numbers when water samples were incubated for up to 24 h at 4 or 20°C with or without the addition of glucose. However, increasing numbers of detectable metabolizing bacteria were noted when the water samples were incubated at 37°C for 4 h with or without added glucose. Implications of the observations as they relate to point source nutrient discharges on the nearshore-offshore bacterial populations are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBacteria. =650 \0$aEnumeration. =650 \0$aAquatic microbiology. =650 \0$aAquatic microbiology Technique. =650 \0$aWater$xMicrobiology$xTechnique. =650 14$aAquatic microbiology. =650 24$aBacteria. =650 24$aEnumeration. =700 1\$aJurkovic, AA.,$eauthor. =700 1\$aDutka, BJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11424J.htm =LDR 02743nab a2200529 i 4500 =001 JTE11416J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1984\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11416J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11416J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a620.1/123$223 =100 1\$aWert, JJ.,$eauthor. =245 13$aAn X-Ray Diffraction Analysis of Residual Stresses Induced by Sliding Wear of Copper-Aluminum Alloys /$cJJ. Wert, SA. Singerman, RA. Quarles, DK. Chaudhuri. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1984. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aResidual stresses induced during unlubricated sliding contact have been measured by the two-exposure technique as well as by peak shift analysis. The peak shift analysis provides the necessary information for the determination of the sum of the principal residual stresses and stacking fault probability. The results of the lattice parameter method suggested by Wagner are compared with those obtained via the conventional two-exposure X-ray technique. If the 222 and 400 reflections are of sufficient intensity, either method may be used to determine the state of stress. However, if the peaks are very diffuse because of strain hardening, the two-exposure technique yields the most reliable results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWear. =650 \0$aResidual stress. =650 \0$aX-ray diffraction. =650 \0$aStacking fault energy. =650 \0$aResidual stresses. =650 14$aX-ray diffraction. =650 24$aResidual stress. =650 24$aWear. =650 24$aStacking fault energy. =700 1\$aSingerman, SA.,$eauthor. =700 1\$aQuarles, RA.,$eauthor. =700 1\$aChaudhuri, DK.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 12, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 1984$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11416J.htm =LDR 03123nab a2200541 i 4500 =001 JTE20160021 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160021$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160021$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA403.6 =082 04$a691.028/6$223 =100 1\$aYu, Y. Y.,$eauthor. =245 10$aExperimental Research of Cement Mortar With Incorporated Lauric Acid/Expanded Perlite Phase-Change Materials /$cY. Y. Yu, J. S. Liu, S. S. Xing, J. Zuo, X. He. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aThe study presented in this paper focuses on an experimental investigation of cement mortar incorporated lauric acid/expanded perlite phase-change materials (PCMs). The physical properties of mortar incorporated shape-stable PCMs (SSPCMs) were evaluated. The results showed that the addition of SSPCM increased the water absorption of mortar, reduced the bulk density, and thermal conductivity coefficient of SSPCM mortar. Microstructure was studied for SSPCM composite in mortar. Scanning electron microscope (SEM) imaging indicated that most SSPCM granular particles were evenly distributed into the cement matrix after the mechanical strength test, and the SSPCM are in good bond with the cement binder. The temperature-control test revealed that the temperature adjustment properties of samples incorporating SSPCM was significantly greater than that of the reference mortar, and SSPCM-integrated mortar is thermally reliable because of the fact that the SSPCM mortars showed no degradation in thermal performance after multiple thermal cycles. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMortar. =650 \0$aExpanded perlite. =650 \0$aPhase-change materials. =650 \0$aPhase change materials. =650 \0$aLauric acid. =650 14$aPhase-change materials. =650 24$aLauric acid. =650 24$aExpanded perlite. =650 24$aMortar. =700 1\$aLiu, J. S.,$eauthor. =700 1\$aXing, S. S.,$eauthor. =700 1\$aZuo, J.,$eauthor. =700 1\$aHe, X.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160021.htm =LDR 04110nab a2200541 i 4500 =001 JTE20160080 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160080$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160080$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.A6 =082 04$a620.1/866$223 =100 1\$aParuchuru, S. P.,$eauthor. =245 10$aComparative Estimates of Uncertainty in Measurements of Fracture Toughness /$cS. P. Paruchuru, V. U. Kumar, A. Jain, X. N. Dong. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aMeasurement of a stress intensity factor using a compact sandwich specimen involves other material properties such as elastic moduli and Poisson's ratios of interlayer and holder materials, and therefore it affects uncertainty. No attempt was made in the past to quantify the uncertainty due to the systematic effects involved in the measurement a of stress intensity factor (K) using a compact sandwich specimen and energy release rate (G) by the elastic compliance technique. Analysis of Type-B uncertainty gave comparative estimates of uncertainties in (1) Mode I stress intensity factor obtained from CT test, CS test, and CS test of negligible interlayer thickness (h->0), (2) Mode I energy release rate using elastic compliance (EC) technique, and (3) Indirect stress intensity factor obtained using the relation with energy release rate. Using a set of nominal values of cadaver bone tests of a specimen-size bovine femur and a set of instrument/sensor errors and specimen dimension tolerances, without the consideration of a series of experimental/statistical data, gave estimates of type B uncertainty. The analysis additionally gave percentage contributions of (1) relevant sources of uncertainty namely, caliper, tolerance of specimen dimensions, load cell and displacement sensor, and (2) individual parameters like load, specimen dimensions, and material constants included in the formulae, towards the uncertainty in fracture toughness measures. This study provided an understanding of the role of sensor, instrument, and specimen fabricating machine errors on the tests considered. Proportional variation in uncertainty of different measures of fracture toughness was verified for different sizes of specimens. This study showed that the selection of instruments/sensors of viable error levels would scale down the uncertainty of fracture toughness measures obtained by the CS test, and brought it very close to that of the CT test of the same specimen size, with a difference of less than 0.05 %. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aType B analysis. =650 \0$aEnergy release rate. =650 \0$aUncertainty analysis. =650 \0$aFracture toughness. =650 \0$aStress intensity factor. =650 14$aUncertainty analysis. =650 24$aType B analysis. =650 24$aFracture toughness. =650 24$aStress intensity factor. =650 24$aEnergy release rate. =700 1\$aKumar, V. U.,$eauthor. =700 1\$aJain, A.,$eauthor. =700 1\$aDong, X. N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160080.htm =LDR 03546nab a2200589 i 4500 =001 JTE20150376 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150376$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150376$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8$223 =100 1\$aVelarde, J. A.,$eauthor. =245 10$aUse of Embedded Sensors to Evaluate Performance of Traffic Speed Deflection Devices /$cJ. A. Velarde, S. Rocha, S. Nazarian, G. Rada, S. Thyagarajan, R. V. Siddharthan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aStructural adequacy, which is an important aspect of pavement management activities, is typically evaluated using surface pavement deflections measured by the falling weight deflectometer (FWD). Technology that can collect continuous deflection data at traffic speeds can potentially supplant single-point location deflection measurements provided by the FWD for network-level pavement management system (PMS) applications. Previous studies have evaluated the traffic speed deflection devices (TSDD) performance by comparing their results with the FWD measurements. Although appropriate correlations and indices to compensate for the differences in load have been made, a direct comparison under the same loading conditions has not been reported in the literature. The purpose of this paper was to present the results of a field study to evaluate TSDDs by comparing their pavement deflection parameters with those from embedded sensors under actual loads. Two TSDDs were used in this study: the Greenwood traffic speed deflectometer (TSD), and the Applied Research Associates, Inc. (ARA) rolling wheel deflectometer (RWD). The lessons learned from the study are emphasized for further consideration toward developing a calibration methodology for value-added future analyses. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGeophone. =650 \0$aUncertainty. =650 \0$aPavement deflection. =650 \0$aStructural adequacy. =650 \0$aDeflection. =650 \0$aPavement maintenance. =650 \0$aTests for suitability, service and quality. =650 14$aTraffic speed deflectometer. =650 24$aPavement deflection. =650 24$aGeophone. =650 24$aStructural adequacy. =650 24$aUncertainty. =700 1\$aRocha, S.,$eauthor. =700 1\$aNazarian, S.,$eauthor. =700 1\$aRada, G.,$eauthor. =700 1\$aThyagarajan, S.,$eauthor. =700 1\$aSiddharthan, R. V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150376.htm =LDR 03474nab a2200517 i 4500 =001 JTE20150521 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150521$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150521$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC981 =082 04$a551.5/072$223 =100 1\$aWu, F.,$eauthor. =245 10$aModeling and Prediction of the Air Permeability of Fabrics Based on the Support Vector Machine /$cF. Wu, E. Yu, P. Yu, K. Zhang, Z. Song. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aAir permeability is an important index of textiles and has a significant effect on the quality of the fabric. Thus, the air permeability measured by the air permeability tester plays an important role in the textile industry. However, the accuracy of the tester is determined by prediction model precision. A new prediction model for air permeability based on the support vector machine (SVM) was presented in the paper, which can improve the measurement precision and stability of the tester. Three groups of measured open data were used to verify the validity of the model. For each group, 27 samples were used as training data to create the support vector machine regression (SVR) model. The mean square error (MSE) and the correlation coefficient (R) were introduced to evaluate the model. For the selected 3#, 4#, and 6# nozzles, the R values of the SVM regression model (Model 1) were 0.9988, 0.9992, and 0.9995, respectively, whereas for the traditional power function (Model 2), those were 0.9938, 0.9951, and 0.9898, respectively, indicating Model 1 has better correlation and agreement. In addition, the MSE values of Model 1 were 2.3978, 1.5186, and 0.9314, respectively, whereas for Model 2, those were 11.2558, 9.2485, and 36.5991, respectively. As a result, the performance of Model 1 is superior to Model 2, and Model 1 has higher stability and generalization ability, meanwhile demonstrating that Model 1 is practical. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSupport vector machine. =650 \0$aMean square error (MSE) =650 \0$aCorrelation Coefficient. =650 14$aSupport vector machine. =650 24$aAir permeability measurement. =650 24$aCorrelation coefficient (R) =650 24$aMean square error (MSE) =700 1\$aYu, E.,$eauthor. =700 1\$aYu, P.,$eauthor. =700 1\$aZhang, K.,$eauthor. =700 1\$aSong, Z.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150521.htm =LDR 02704nab a2200541 i 4500 =001 JTE20150360 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150360$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150360$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA367 =082 04$a620.28$223 =100 1\$aZhang, D. -L.,$eauthor. =245 10$aHigh Performance Ultrasonic Buffer Rods With Novel Structure for Polymer Process Monitoring /$cD. -L. Zhang, M. Wu, Z. Chen, Y. Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aTo reduce trailing noises mixed in ultrasonic echoes during ultrasonic wave propagation in a buffer rod, the influence of the rod's boundary shape and dimension on the signal-to-noise ratio (SNR) was analyzed using a simulation method. Novel buffer rods with complex structures and shapes based on a cylinder or cone reference surface were proposed. The novel rods were found to be more effective in obtaining signals with high SNR than the cylinder or cone rods currently in use. Simulation results showed that the rod proposed in this paper exhibited better performance in a given installation space compared with the cylinder or cone rods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBuffer rod. =650 \0$aNumerical simulation. =650 \0$aSignal-to-noise ratio. =650 \0$aUltrasonic monitoring. =650 \0$aLevel indicators. =650 \0$aSupersonics. =650 14$aUltrasonic monitoring. =650 24$aNumerical simulation. =650 24$aBuffer rod. =650 24$aSignal-to-noise ratio. =700 1\$aWu, M.,$eauthor. =700 1\$aChen, Z.,$eauthor. =700 1\$aLi, Y.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150360.htm =LDR 03175nab a2200577 i 4500 =001 JTE20150379 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150379$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150379$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR857.P64 =082 04$a610/.28$223 =100 1\$aRossi, S.,$eauthor. =245 10$aAnti-Graffiti Properties of Polyurethane Powder Coatings /$cS. Rossi, M. Fedel, F. Deflorian, A. Feriotti. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aGraffiti in street furniture and architectural facades is an increasingly important issue. For metallic structures, anti-graffiti coatings have to guarantee excellent corrosion protection, as well as have an easy-to-remove capability. In addition, color and gloss should not be changed because of natural weathering. In this work, two anti-graffiti polyurethane powder coatings applied were studied. In particular, these layers were deposited on aluminum substrate used in architectural application. Two different surface finishes, smooth and wrinkled, were considered. The efficiency of four different removers was investigated. For this purpose graffiti were drawn on the coatings by means of blue felt-tip marker and a red acrylic spray paint. Gloss and color changes were collected. Methyl-ethyl-ketone and a remover, based on aliphatic and aromatic compounds, resulted in the most effective means, producing a limited change in the appearance. On the contrary, the wrinkled surface result was less resistant. To simulate the weathering effect, UV-B cyclic tests and the Taber abrasion test were carried out. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aColor. =650 \0$aGloss. =650 \0$aGraffiti. =650 \0$aPowder coatings. =650 \0$aBiomedizin. =650 \0$aPolyurethane. =650 \0$aBiocompatible Materials. =650 14$aGraffiti. =650 24$aPowder coatings. =650 24$aPolyurethane. =650 24$aColor. =650 24$aFT-IR. =650 24$aGloss. =700 1\$aFedel, M.,$eauthor. =700 1\$aDeflorian, F.,$eauthor. =700 1\$aFeriotti, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150379.htm =LDR 03548nab a2200529 i 4500 =001 JTE20150478 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150478$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150478$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.7 =082 04$a620.44$223 =100 1\$aPereira, P.,$eauthor. =245 10$aOn the Evaluation of the Effect of Microstructure on the SNR of Ultrasonic Images and on the Velocity of Lcr Waves /$cP. Pereira, A. A. Buenos, A. A. Santos. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aStress measurement using ultrasound employs the acoustoelastic theory that relates the variation of the velocity of elastic waves to the variation of stress in the material. However, not only stress has influence on wave velocity, but also the microstructure of the specimen being evaluated. The aim of this work is to verify the feasibility of using ultrasonic images to evaluate microstructural variations that affect the velocity of longitudinal critically refracted (Lcr) waves used in stress measurements. The images were generated applying the total focusing method (TFM) in signals obtained with an ultrasonic array. The signals recorded contain grain noise related to the material's microstructure. In this work, the time-of-flight (TOF) of Lcr waves and the signal-to-noise ratio (SNR) of ultrasonic images are obtained for samples of ASTM A36 steel with different grain sizes and shapes. The TOF is related to the wave velocity and the SNR to the grain noise intensity. The influence of stresses on the TOF and SNR was also verified. A linear relation between TOF and SNR was established with a variation rate of -76 ns/dB. No significant variations were observed in the SNR caused by the applied stress. Because the noise intensity of the images are sensitive only to microstructural variations, the technique presented has potential to be used to correct values of ultrasonic wave velocity in stress measurements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMicrostructure. =650 \0$aSignal-to-noise ratio. =650 \0$aTotal focusing method. =650 \0$aStress measurement. =650 \0$aLongitudinal critically refracted waves. =650 14$aStress measurement. =650 24$aTotal focusing method. =650 24$aLongitudinal critically refracted waves. =650 24$aMicrostructure. =650 24$aSignal-to-noise ratio. =700 1\$aBuenos, A. A.,$eauthor. =700 1\$aSantos, A. A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150478.htm =LDR 02588nab a2200469 i 4500 =001 JTE20160015 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160015$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160015$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTR896 =082 04$a778.59$223 =100 1\$aLee, J.-S.,$eauthor. =245 13$aAn Effective Preprocessor of Edge Detection for Distorted Images /$cJ.-S. Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aEdge detection is an intuitive strategy to figure out an object in digital images. Nevertheless, if an image is spread with noise such as ultrasonic noise, scanner noise, or camera noise, general edge detectors cannot perform effectively. In this paper, a preprocessor was provided to handle this issue. For each pixel in a speckle image, the preprocessor first determined whether it was noise or not. It then checked if it was located on an edge. According to the information, the preprocessor can define different weighted coefficients to equalize each pixel. After that, we can perform an edge detection mechanism on the processed image to draw the edge map. Experimental results showed that the preprocessor is able to effectively improve the performance of edge detection mechanism in speckle images. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPreprocessor. =650 \0$aEdge detection. =650 \0$aImage processing. =650 \0$aDigital techniques. =650 14$aPreprocessor. =650 24$aEdge detection. =650 24$aImage processing. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160015.htm =LDR 03115nab a2200589 i 4500 =001 JTE20150312 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150312$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150312$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR837.S55 =082 04$a616.0078$223 =100 1\$aMohie El-Din, M. M.,$eauthor. =245 10$aOptimal Plans of Constant-Stress Accelerated Life Tests for the Lindley Distribution /$cM. M. Mohie El-Din, S. E. Abu-Youssef, N. S. A. Ali, A. M. Abd El-Raheem. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b32 =520 3\$aIn this paper, the optimal plans for k-level constant-stress accelerated life test are presented for Lindley failure data under complete sampling. According to the log-linear life-stress relationship, the optimal proportion of test units allocated to each stress level is determined under D- and C-optimality criteria. Moreover, two real data sets are analyzed to illustrate the proposed procedures. Furthermore, the real data sets are used to show that the Lindley distribution can be a better model than one based on the exponential distribution. In addition, numerical examples are used to compare between the D-optimal plan, C-optimal plan, and traditional plan through asymptotic variance of maximum likelihood estimators (MLEs). Finally, some interesting conclusions are obtained. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aC-optimality. =650 \0$aD-optimality. =650 \0$aSimulation study. =650 \0$aLindley distribution. =650 \0$aAccelerated life testing. =650 \0$aFisher information matrix. =650 \0$aClinical medicine$xStudy and teaching$xSimulation methods. =650 \0$aSimulated patients. =650 14$aAccelerated life testing. =650 24$aC-optimality. =650 24$aD-optimality. =650 24$aFisher information matrix. =650 24$aLindley distribution. =650 24$aSimulation study. =700 1\$aAbu-Youssef, S. E.,$eauthor. =700 1\$aAli, N. S. A.,$eauthor. =700 1\$aAbd El-Raheem, A. M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150312.htm =LDR 03022nab a2200517 i 4500 =001 JTE20160027 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160027$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160027$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.6 =082 04$a620.1/123$223 =100 1\$aWainstein, J.,$eauthor. =245 10$aLoad-Separation Method, Spb, Used to Estimate Crack Extension for J-R Curves, Modified for Geometric Variations in Blunt-Notched Remaining Ligament /$cJ. Wainstein, J. E. Perez Ipiña. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aThe Spb method estimates stable crack growth in fracture mechanics precracked specimens test. It compares the load ratio between a precracked specimen that exhibits stable crack growth and a blunt-notched specimen with apparent constant crack length when tested at constant displacement. When it was applied to very tough material, it was found that blunt-notched remaining ligaments varied by as much as 11.83 %, affecting visibly the results. Therefore, to apply the Spb method to very tough material for which non-standard specimens could be used as coiled tubing, the methodology limits are investigated. In this work, particularly the effect of geometry changes through an incipient crack growth produced on the blunt-notched specimens for very tough materials is analyzed. Hence, a modified Spb method is presented that takes into account the change in geometry of the blunt-notched specimens. Results provided in this paper are quite encouraging. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSeparability property. =650 \0$aCrack-length estimation. =650 \0$aJ-Integral. =650 \0$aSpb parameter. =650 \0$aGeometric variations. =650 14$aJ-integral. =650 24$aSeparability property. =650 24$aSpb parameter. =650 24$aCrack-length estimation. =650 24$aGeometric variations. =700 1\$aPerez Ipiña, J. E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160027.htm =LDR 03632nab a2200517 i 4500 =001 JTE20160124 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160124$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160124$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA164 =082 04$a624.1/8$223 =100 1\$aTopal, E.,$eauthor. =245 10$aInvestigation of Mechanical Properties of Graphene and Reduced Graphene Oxide Reinforced Epoxy Matrix Composites /$cE. Topal, E. Devrim Sam Parmak, D. Uzunsoy, O. Colak Cakir. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b35 =520 3\$aGraphene has generated great excitement in the scientific community due its unique mechanical and electronic properties, and also the availability of bulk quantities of graphene as both colloidal dispersion and powder. With the development of relatively high yield and defect-free synthesis methods, this exciting material is ready for practical application in the preparation of polymer nanocomposites. Here, we reported on the mechanical performances of epoxy nanocomposites which have been reinforced with exfoliated graphene nano platelet (GNP) and reduced graphene oxide (RGO) at a loading of 0 to 0.5 wt. %. A soft molding method was used for the preparation of epoxy nanocomposites. The reinforcing effects of GNP and RGO on epoxy resin were examined by tensile testing and dynamic mechanical analysis (DMA). The morphology of the epoxy/GO and epoxy/RGO nanocomposites were investigated using a scanning electron microscope (SEM). A significant improvement on mechanical properties of epoxy/GO and epoxy/RGO nanocomposites was observed at low GNP and RGO loading. Contrary to the literature, the ultimate tensile strength values have mainly decreased, although the Young's modulus has improved. Dynamic mechanical analysis has shown that with the addition of both GNP and RGO, storage modulus was significantly enhanced at 40 °C. The loss factor was almost not affected by both RGO and GNP loading. SEM investigation of the fractured surface indicates that GNP and RGO fillers are dispersed uniformly in the epoxy matrix. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTensile testing. =650 \0$aReduced graphene oxide. =650 \0$aDynamical mechanical analysis. =650 \0$aGraphene nano platelets. =650 14$aGraphene nano platelets. =650 24$aReduced graphene oxide. =650 24$aDynamical mechanical analysis. =650 24$aTensile testing. =700 1\$aDevrim Sam Parmak, E.,$eauthor. =700 1\$aUzunsoy, D.,$eauthor. =700 1\$aColak Cakir, O.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160124.htm =LDR 02856nab a2200481 i 4500 =001 JTE20150040 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150040$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150040$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHM676 =082 04$a303.4$223 =100 1\$aLee, D.,$eauthor. =245 10$aDynamic Behavior of Fiber-Reinforced-Polymer-Strengthened Grinding Wheels Subjected to Pendulum Impact /$cD. Lee, L. Cheng, C. Deleuze. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aIn this study, impact resistance of grinding wheels made from organic composites and strengthened with glass-fiber composites is investigated. A pendulum system was developed to apply the impact load. Four different parameters were included: (1) wheel service condition (static versus dynamic); (2) wheel impact position (side versus face impact); (3) impact location (edge versus inner area); and (4) size of the steel impact indentor. The test results show that the developed impact testing method was reliable and effective. The wheels under the dynamic spinning condition are more vulnerable to impact than under the static condition, and are more prone to damage when being impacted on the vertical side than on the flat circular grinding surface. In addition, more severe damages are observed when the inner area of the grinding surface is under impact rather than the outer area. The steel indentor with the smaller dimension causes more damage than those of larger size. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImpact resistance. =650 \0$aSociology. =650 \0$aPendulum. =650 14$aImpact resistance. =650 24$aFiber-reinforced polymer (FRP) =650 24$aPendulum. =700 1\$aCheng, L.,$eauthor. =700 1\$aDeleuze, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150040.htm =LDR 02822nab a2200553 i 4500 =001 JTE20150186 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150186$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150186$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.22 =082 04$a620.1/1233$223 =100 1\$aKocsis, D.,$eauthor. =245 10$aCreep and Quasi-Relaxation Examination of Artificially Aged Plasticized PVC /$cD. Kocsis, G. Deák, S. Kéki, Z. A. Godó, R. Horváth. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aThis paper introduces long-term tensile and quasi-relaxation tests of polyvinylchloride (PVC) fibers. During creep, the longitudinal and cross-sectional changes were measured of unaged and aged PVC fibers loaded with the same weight. In the quasi-relaxation section, where deformation was frozen, the stress changes were determined. During the examination of the creep, the Poynting-Thomson model described the phenomenon with sufficient accuracy (min R2 0.9628) and the calculated parameter values characterized the aging process well. In the relaxed phase, the Poynting-Thomson model was not adequate, and, therefore, the second-order time derivatives were also involved in the applied model. Aging significantly resulted in parameter changes in this section as well. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAging. =650 \0$aRelaxation. =650 \0$aMaterial property tests. =650 \0$acreep. =650 \0$aMaterials$xCreep. =650 14$aAging. =650 24$aCreep. =650 24$aMaterial property tests. =650 24$aPVC. =650 24$aRelaxation. =700 1\$aDeák, G.,$eauthor. =700 1\$aKéki, S.,$eauthor. =700 1\$aGodó, Z. A.,$eauthor. =700 1\$aHorváth, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150186.htm =LDR 03871nab a2200553 i 4500 =001 JTE20150444 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150444$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150444$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aHuang, W.,$eauthor. =245 10$aInvestigation of Critical Factors Determining the Accuracy of Binder Bond Strength Test to Evaluate Adhesion Properties of Asphalt Binders /$cW. Huang, Q. Lv. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThe bond strength between asphalt and aggregates is a crucial parameter in evaluating the ability of asphalt mixture resistance to moisture-induced damage. Factors affecting the bond strength were investigated based on the binder bond strength (BBS) test. The effects of asphalt film thickness and loading rate on the results of the BBS test and the relationship between these two factors were further studied. Then, specimens were subjected to four moisture conditions to study the impact of water on the bond strength. Furthermore, the impact of the complex modulus on the bond strength was studied using the dynamic shear rheometer (DSR) test. Finally, the pull-off test results were compared with the findings obtained from the Hamburg wheel-tracking device (HWTD) test regarding the moisture sensitivity of mixtures under dry and wet conditions. Results indicate that the pull-off tensile strength (POTS) increased with an increase of the loading rate, whereas POTS decreased with the increase of the film thickness. It was proved that an equivalent relationship between these two factors existed in the BBS test. It is interesting that the measured POTS values were basically equal when the loading curves of the same asphalt overlap under different combinations of film thickness and loading rate. Water had a significant impact on the bond strength, and the moisture condition in the early state was important in determining the moisture sensitivity of the mixtures. Furthermore, POTS increased with the complex modulus of asphalt binder, whereas the phase angle of asphalt determined the extent to which the film thickness will affect the BBS test results. The comparison of the BBS and HWTD tests confirmed that the BBS test could address the mixture resistance to water damage. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAsphalt. =650 \0$aAdhesion. =650 \0$aAggregate. =650 \0$aPull-off test. =650 \0$aBinder bond strength. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aAsphalt. =650 24$aAggregate. =650 24$aAdhesion. =650 24$aBinder bond strength. =650 24$aPull-off test. =650 24$aHamburg wheel-tracking device (HWTD) test. =700 1\$aLv, Q.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150444.htm =LDR 03252nab a2200541 i 4500 =001 JTE20150490 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150490$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150490$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8/028/7$223 =100 1\$aZhu, X. Y.,$eauthor. =245 10$aPerformance Evaluation and Technical Requirement of Interlayer Stress Absorbing Composite Sticker (ISACS) for Mitigating Reflective Cracking in Asphalt Concrete Overlays /$cX. Y. Zhu, Z. Du, Y. S. Cai, F. Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b32 =520 3\$aIn order to establish the technical standard system of an interlayer stress absorbing composite sticker (ISACS), technical indexes including thickness, mass per unit area, tensile force, and corresponding elongation rate, performance after thermal aging test, and low-temperature flexibility were developed based on the study of relevant waterproofing membrane tests and the serviceability of ISACS. Six samples of ISACS made of three different kinds of materials, including glass fiber, polypropylene, and nonwoven geotextile were tested. The results showed that ISACS made of polypropylene has too high % elongation and very poor thermal aging capacity, ISACS made of nonwoven geotextile has too low a tensile strength, while ISACS made of glass fiber presented very good mechanical and thermal properties. Therefore, it was concluded that glass fiber is especially suitable for ISACS among these three kinds of materials. A technical requirement was also developed based on the above test results and reference to the standards of waterproofing membranes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aReflective crack. =650 \0$aTechnical requirement. =650 \0$aPerformance evaluation. =650 \0$aAsphalt concrete overlay. =650 \0$aISACS. =650 14$aAsphalt concrete overlay. =650 24$aReflective crack. =650 24$aInterlayer stress absorbing composite sticker (ISACS) =650 24$aPerformance evaluation. =650 24$aTechnical requirement. =700 1\$aDu, Z.,$eauthor. =700 1\$aCai, Y. S.,$eauthor. =700 1\$aLi, F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150490.htm =LDR 03370nab a2200565 i 4500 =001 JTE20150484 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150484$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150484$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA780 =082 04$a624.154$223 =100 1\$aYuan, B.,$eauthor. =245 10$aAccuracy of Interpretation Methods for Deriving p-y Curves From Model Pile Tests in Layered Soils /$cB. Yuan, R. Chen, G. Deng, T. Peng, Q. Luo, X. Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b34 =520 3\$aBecause of its simplicity and reasonable accuracy, the p-y-curve method is widely used for analyzing laterally loaded piles. The effectiveness of existing approaches for deriving p-y curves is case dependent; thus, a systematic assessment of these interpretation methods is necessary. This study compared p-y curves derived using four data interpretation methods. Instead of experiments, the numerical simulation program LPILE was used to produce hypothetical moment data for positions along a short pile in layered soil. The deduced p-y curves were compared with the "true" p-y curves used for numerical simulations to evaluate the accuracy of the interpretation methods. The comparison demonstrated that the cubic spline method and difference method were the best among the four considered methods for deriving p-y curves. However, the difference method generated a large resistance at the soil surface. Because of this error, the cubic spline method is the preferred method for deriving the response of a laterally loaded pile in layered soil. The results of this study will be useful for obtaining more accurate p-y curves from experimental data and for more effective planning of future experiments. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aP-y curves. =650 \0$aSoil resistance. =650 \0$aData-processing methods. =650 \0$aLaterally loaded piles. =650 \0$aInterpretation methods. =650 14$aLaterally loaded piles. =650 24$aInterpretation methods. =650 24$aP-y curves. =650 24$aData-processing methods. =650 24$aSoil resistance. =700 1\$aChen, R.,$eauthor. =700 1\$aDeng, G.,$eauthor. =700 1\$aPeng, T.,$eauthor. =700 1\$aLuo, Q.,$eauthor. =700 1\$aYang, X.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150484.htm =LDR 02967nab a2200505 i 4500 =001 JTE20160002 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160002$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160002$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC610.6 =082 04$a620.11297$223 =100 1\$aNaghibi, M.,$eauthor. =245 10$aModified Odometer Cell to Measure Electrical Resistivity of Clays Undergoing Consolidation Process /$cM. Naghibi, H. Abuel-Naga, R. Orense. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b38 =520 3\$aElectrical resistivity is used widely to evaluate various soil behavior and properties. Furthermore, it controls the power consumption during the electro-osmosis consolidation process. This paper discusses the modifications made on the conventional odometer test apparatus to measure the electrical resistivity of a clay specimen undergoing consolidation at different vertical effective stress levels using the four-electrode Wenner array method. Extensive numerical calibrations were also conducted to investigate the effect of boundary conditions of the test set up on the electrical resistivity values and, based on the results obtained, a general calibration equation is introduced. The validity of the proposed calibration equation is confirmed experimentally using different materials with known electrical resistivity values. Finally, three different sets of electrical resistivity results during the consolidation process are presented and discussed from the modified odometer cell. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWenner array. =650 \0$aLaboratory testing. =650 \0$aElectrical Resistivity. =650 \0$aNumerical model. =650 14$aElectrical resistivity. =650 24$aNumerical model. =650 24$aLaboratory testing. =650 24$aWenner array. =700 1\$aAbuel-Naga, H.,$eauthor. =700 1\$aOrense, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160002.htm =LDR 02606nab a2200493 i 4500 =001 JTE20150375 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150375$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150375$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS183 =082 04$a670.42$223 =100 1\$aLiao, M.-Y.,$eauthor. =245 10$aAssessing S-Type Process Quality of Data Involving Batch-to-Batch Variation /$cM.-Y. Liao, C.-W. Wu, S.-H. Wen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aProcess-capability analysis is considered one of the most important engineering decision tools among various quality-assurance activities. For processes with an S-type quality characteristic, the index Cpu can provide an exact measure for process yield, and properly reflects the process quality. In real applications, variation between batches often exists in the manufacturing process. Therefore, this study describes data by the one-way random-effect model, and provides the generalized confidence interval for assessing Cpu. Simulations show that our proposed method is not affected by the increasing batch effect, and performs well when the total sample size is large enough. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aS-type. =650 \0$aProcess capability. =650 \0$aManufacturing processes$xDecision making. =650 \0$aProduction planning. =650 14$aGeneralized confidence interval. =650 24$aProcess capability. =650 24$aS-type. =700 1\$aWu, C.-W.,$eauthor. =700 1\$aWen, S.-H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150375.htm =LDR 03487nab a2200541 i 4500 =001 JTE20160067 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160067$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160067$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC665.E4 =082 04$a537$223 =100 1\$aLin, Y.,$eauthor. =245 10$aComplex Stress-Strain Relations of Tubular Materials Studied With a Flexible Hydroforming System /$cY. Lin, G. Chu, Z. He, S. Yuan, Y. Yan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aExtruded aluminum alloy tubes present strong anisotropic properties, making its deformation very sensitive to stress states. To better characterize a proper constitutive relationship, the use of experimental stress-strain response with biaxial stress states would be more suitable than that of a common uniaxial test. To achieve this purpose, an attractive testing method and homologous experimental system (i.e., hydro-bulging system) were developed. Different proportional and non-proportional loading conditions could be performed with this experimental system. Hydro-bulging tests under three typical proportional loading paths were done. A fourth-order hardening model proposed by the authors was used to reproduce these experimental stress-strain relations and compared them with the results predicted using a power law relationship. Regression results predicted by the fourth-order hardening model had a good consistency with the distribution of experimental data. Deviations of the fourth-order hardening model are much less than that obtained by a power law. The maximum deviation introduced by the power function is at least 2.6 times greater than that introduced by the fourth-order function. Therefore, the use of a new regression model to treat experimental data would improve the predicting accuracy of a related constitutive relation efficiently and further ensure the predicting accuracy regarding a hydroforming simulation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRegression. =650 \0$aConstitutive model. =650 \0$aAnisotropy. =650 \0$aHydro-bulging. =650 14$aHydro-bulging. =650 24$aExperimental stress-strain relation. =650 24$aConstitutive model. =650 24$aRegression. =650 24$aAnisotropy. =700 1\$aChu, G.,$eauthor. =700 1\$aHe, Z.,$eauthor. =700 1\$aYuan, S.,$eauthor. =700 1\$aYan, Y.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160067.htm =LDR 03847nab a2200601 i 4500 =001 JTE20140520 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140520$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140520$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK5105 =082 04$a658.7/87$223 =100 1\$aLoganathan, T. G.,$eauthor. =245 10$aSignificance of Energy Absorbing Layer in GFRP Composite on Flexural Response /$cT. G. Loganathan, R. Krishnamurthy, K. Chandrasekaran. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aThe specific properties of glass-fiber-reinforced plastic (GFRP) laminates have expanded its application in making automobile leaf springs. The cross ply laminate (0/R/2090/90/0 and 0/90/90/0) specimen of 25 % and 32 % fiber volume fraction are prepared by a hand lay-up technique with and without a uniquely processed energy absorbing (R-resin) layer in the lay-up. Experimental simulation of the leaf spring loading is done by considering the road tire interaction. The low frequency, constant amplitude cyclic loading was imposed on a cantilever composite specimen by an eccentric disc with an amplitude of 3 mm at 2.6 Hz, 4.6 Hz, and 8.6 Hz frequencies for 11 x 103, 22 x 103, and 33 x 103 cycles. The experiments are planned by Taguchi's DOE and L9 orthogonal array with two factors and three levels. The flexural modulus of the cyclic loaded specimen was obtained by a three-point bend test as per ASTM D790-03 [Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical insulating Materials, ASTM International, West Conshohocken, PA, 2003, www.astm.org]. Experimental results are statistically investigated by analysis of variance (ANOVA), signal-to-noise ratio (S/N), and regression analysis. During the study, the critical value of loading frequency and cycle was observed for attaining enhanced flexural modulus. The presence of an energy absorbing resin layer enhances the sustainability of the composite leaf. The damage pattern with orthogonal interaction after loading was examined by the specimen morphology. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFrequency. =650 \0$aHand lay-up. =650 \0$aCyclic loading. =650 \0$aFlexural modulus. =650 \0$aCross ply laminate. =650 \0$aEnergy absorbing layer. =650 \0$aData transmission systems. =650 \0$aRadio frequency. =650 \0$aRadio frequency identification systems$xSecurity measures. =650 14$aCross ply laminate. =650 24$aHand lay-up. =650 24$aEnergy absorbing layer. =650 24$aCyclic loading. =650 24$aFrequency. =650 24$aFlexural modulus. =650 24$aANOVA. =700 1\$aKrishnamurthy, R.,$eauthor. =700 1\$aChandrasekaran, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140520.htm =LDR 02535nab a2200517 i 4500 =001 JTE20160005 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160005$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160005$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRB170 =082 04$a616.07$223 =100 1\$aHe, R.,$eauthor. =245 10$aHigh Temperature Flexural, Tensile Strength and Oxidation Behavior of Ti3SiC2 Ceramic at 900°C-1300°C in Ambient Air /$cR. He, Z. Zhou, Z. Qu, X. Cheng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aHigh temperature flexural and tensile strength of hot-pressed Ti3SiC2 ceramic were measured and analyzed from 900 to 1300°C in ambient air atmosphere. The high temperature flexural and tensile strength are strong functionals of temperature. With the temperature increasing, the high temperature flexural and tensile strength decrease correspondingly. Moreover, the transition from brittle to plastic deformation was observed for both flexural and tensile testing. The oxidation behavior and oxidation mechanism were investigated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTi3SiC2. =650 \0$aMAX ceramic. =650 \0$aOxidation. =650 \0$aHigh temperature mechanical properties. =650 14$aMAX ceramic. =650 24$aTi3SiC2. =650 24$aHigh temperature mechanical properties. =650 24$aOxidation. =700 1\$aZhou, Z.,$eauthor. =700 1\$aQu, Z.,$eauthor. =700 1\$aCheng, X.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160005.htm =LDR 03503nab a2200577 i 4500 =001 JTE20150237 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150237$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150237$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a620.1/123$223 =100 1\$aBai, W.,$eauthor. =245 10$aStress-Strain-Electrical Evolution Properties and Damage-Evolution Equation of Lateritic Soil Under Uniaxial Compression /$cW. Bai, L.-W. Kong, A.-G. Guo, R.-B. Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aFinding an internal variable that characterizes the effects of change in the mesoscopic structure of soil and can be nondestructively measured simultaneously with stress and strain during the entire compressive process is an intriguing problem for geotechnical engineers and researchers.In this study, the geoelectrical resistivity technique, combined with a mechanical test, was applied to explore the stress-strain-electrical evolution properties of lateritic soil during the entire process of uniaxial compression.Complete testing data were obtained for the stress-strain and resistivity-strain curves.Results show that both curves for each specimen were identified by six distinct stages.The effects of initial water content and dry density were analyzed and indicated that soil failure patterns and initial electrical resistivity are significantly influenced by the initial water content.The initial electrical resistivity of lateritic soil decreases when the dry density increases.Electrical resistivity was regarded as an internal variable to characterize information on damage change.Damage-evolution equations were proposed; these equations include three variables, namely, stress, strain, and electrical resistance, as well as data-fitting parameters (c, d and ?) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDry density. =650 \0$aResistivity. =650 \0$aStress-strain curve. =650 \0$aInitial water content. =650 \0$aResistivity-strain curve. =650 \0$aStrains and stresses. =650 \0$aMechanical prestressing. =650 14$aResistivity. =650 24$aStress-strain curve. =650 24$aResistivity-strain curve. =650 24$aInitial water content. =650 24$aDry density. =650 24$aDamage-evolution equation. =700 1\$aKong, L.-W.,$eauthor. =700 1\$aGuo, A.-G.,$eauthor. =700 1\$aLin, R.-B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150237.htm =LDR 02829nab a2200577 i 4500 =001 JTE20160082 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160082$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160082$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA683.42 =082 04$a693.54$223 =100 1\$aMahrenholtz, C.,$eauthor. =245 10$aTesting of Anchors and Reinforcing Bars in Concrete under Cyclic Crack Movements /$cC. Mahrenholtz, A. Sharma. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aTests on anchors and reinforcing bars in cracked concrete members with cyclically opening and closing cracks are carried out to study their performance under variable live loads and seismic loads. Cyclic crack tests are the most demanding and often decisive test series conducted for the qualification of anchors, which were cast-in or post-installed in concrete. Research in the field of seismic engineering also requires cyclic crack tests on anchors as well as on reinforcing bars. Testing of anchors and reinforcing bars in cyclic cracks makes special considerations with respect to the test specimen, test setup, and test procedure necessary. This article provides guidance, discusses how to carry out the technically challenging cyclic crack tests, and presents an example. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAnchor. =650 \0$aControl. =650 \0$aSeismic. =650 \0$aTesting. =650 \0$aMeasurement. =650 \0$aReinforcing bar. =650 \0$aReinforcing bars. =650 \0$aCrack cycling. =650 14$aTesting. =650 24$aCrack cycling. =650 24$aAnchor. =650 24$aReinforcing bar. =650 24$aSeismic. =650 24$aControl. =650 24$aMeasurement. =700 1\$aSharma, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160082.htm =LDR 03055nab a2200517 i 4500 =001 JTE20150456 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150456$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150456$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aLiu, P.,$eauthor. =245 10$aSAFEM - Software With Graphical User Interface for Fast and Accurate Finite Element Analysis of Asphalt Pavements /$cP. Liu, D. Wang, J. Hu, M. Oeser. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b38 =520 3\$aTo effectively investigate the mechanical performance of asphalt pavements, software named SAFEM with a user friendly graphical user interface (GUI) was developed. It is based on the semi-analytical finite element (FE) method, which is a three-dimensional FE algorithm that only requires a two-dimensional mesh by incorporating the Fourier series in the third dimension. SAFEM is able to analyze static and dynamic responses of asphalt pavements under stationary or moving loads. Besides linear elasticity, a viscoelastic material model for asphalt layers has also been integrated. Verification was carried out to test and explore the functionality of the software package. We showed that SAFEM is an accurate tool for the fast prediction of asphalt pavement responses, such as the surface deflection and the strain/stress at response points. Furthermore, SAFEM provided a flexible, robust platform for the future development in the numerical simulation of asphalt pavements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGraphical user interface. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aSemi-analytical finite element method. =650 24$aAsphalt pavement structural responses. =650 24$aGraphical user interface. =650 24$aViscoelastic material properties. =650 24$aStatic and dynamic analyses. =700 1\$aWang, D.,$eauthor. =700 1\$aHu, J.,$eauthor. =700 1\$aOeser, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150456.htm =LDR 03774nab a2200469 i 4500 =001 JTE20150491 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150491$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150491$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT55.3.P75 =082 04$a628.9/2$223 =100 1\$aOrmond, R. B.,$eauthor. =245 10$aEffect of Clothing Layers on Mass Transfer of Methyl Salicylate Vapor Through CBRN Materials in a Cylinder Test /$cR. B. Ormond, E. A. DenHartog. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThe testing of protective clothing materials against chemical and biological (CB) hazards is usually done at either a swatch of fabric or at the systems level. In this paper, a cylinder test method was developed in combination with a MethylSalicylate (MeS) Simulant test (variant to the MIST test) to study the effect of air-permeable and membrane clothing systems and specifically the effects of layering on protection. Three fabrics, material A air permeable absorptive, material B air impermeable, non-absorptive (membrane) and material C air permeable non-absorptive were tested on the cylinder alone and in combinations at 1 m/s and 10 m/s wind speeds. At high wind speeds, the MeS vapor penetrated all three materials and protection factors (PF) were lower than 10. At the lower wind speed much higher protection was found, PF(material A) = 36, PF(material B) = 29, PF(material C) = 2, and material B showed a significant decrease in protection with a leakage added (PF = 2), which did not occur with material A (PF = 29). When materials A and C were combined the combination of any layer to material A increased protection, especially with material A close to the cylinder: PF = 983 with material A twice, and PF = 765 with material C outside and material A inside. With material C on both layers, essentially no protection was obtained (PF = 2) and with material A outside and material C inside PF was 55, slightly higher than material A alone. In conclusion, the cylinder method provided very useful information in the development of protective clothing systems, especially at the lower wind speed of 1 m/s, and may provide a reliable quick and efficient way to obtain information on protection of air permeable absorptive fabrics. The method provides much more realistic data than current standard swatch tests on such materials and is cheaper and faster than a whole system MIST test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTest method. =650 \0$aProtective clothing. =650 \0$aChemical protection. =650 14$aProtective clothing. =650 24$aTest method. =650 24$aChemical protection. =700 1\$aDenHartog, E. A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150491.htm =LDR 02672nab a2200481 i 4500 =001 JTE20150259 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150259$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150259$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA664 =082 04$a624.1/8$223 =100 1\$aKaspríková, N.,$eauthor. =245 10$aRectifying LTPD Plans Minimizing Mean Inspection Cost Per Lot of Process Average Quality Using EWMA Statistics /$cN. Kaspríková. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe new lot tolerance percent defective (LTPD) variable sampling plans that minimize the mean inspection cost per lot of the process average quality, when the remainder of rejected lots is inspected, are introduced in this paper. The new plans are based on the usage of the exponentially weighted moving average (EWMA) statistic, and the economic advantages of the new plans over the existing plans with respect to the savings in the cost of the inspection are discussed. The methods for the calculation of the proposed plans have been implemented in a contributed package for the R computing environment, making the calculation of the parameters of the plans convenient for the cases where a particular situation in the business practice is not covered in the tables of the sampling plans. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOptimization. =650 \0$aInspection cost. =650 \0$aAcceptance sampling. =650 \0$aStructural optimization. =650 14$aAcceptance sampling. =650 24$aInspection cost. =650 24$aOptimization. =650 24$aR software. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150259.htm =LDR 02520nab a2200529 i 4500 =001 JTE20150524 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150524$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150524$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7881 =082 04$a621.381$223 =100 1\$aWu, M.,$eauthor. =245 10$aEffect of Boundary Shape on Performance of the Ultrasonic Buffer Rod Without Clad /$cM. Wu, D. Zhang, Z. Chen, Y. Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aBoundary shape is one of the important factors that affects the performance of ultrasonic buffer rods. To provide unclad buffer rods for some certain cases, the paper investigates the effect of the rod outline shape on the signal-to-noise ratio (SNR) of ultrasonic signals based on the models built with Wave 2500, and found that the rods with an outline of a steep gradient play a very important role in eliminating the trailing noise. By only improving the rod's outline, the SNR of ultrasonic signals could be enhanced greatly. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBuffer rod. =650 \0$aTrailing noise. =650 \0$aUltrasonic monitoring. =650 \0$aNumerical simulation. =650 14$aUltrasonic monitoring. =650 24$aNumerical simulation. =650 24$aBuffer rod. =650 24$aSNR. =650 24$aTrailing noise. =700 1\$aZhang, D.,$eauthor. =700 1\$aChen, Z.,$eauthor. =700 1\$aLi, Y.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150524.htm =LDR 03337nab a2200541 i 4500 =001 JTE20150457 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150457$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150457$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA169 =082 04$a620.00452$223 =100 1\$aMohammadi, J.,$eauthor. =245 10$aMeasuring Chromium in General Purpose (GP) Cement /$cJ. Mohammadi, W. South. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b33 =520 3\$aThis paper presented the results of a cement proficiency test undertaken to measure the water soluble chromium content of cement. The water-soluble chromium (Cr6+) content of cement samples from major cement producers in Australia were determined by industrial laboratories in Australia and Europe based on the methods given in Australian Standard AS 2350.15 and the European Standard EN 196.10, respectively. The accuracy of the Australian test method and the precision of the Australian laboratories were investigated by performing proficiency tests. Applying the ASTM E691-15 calculation procedure, the level of systematic error associated with the Australian test method and the relevant suggestions for improvement were provided. The results showed the repeatability and reproducibility for the AS 2350.15 test method were 8 and 18 %, respectively, and comparable to the European results. It was found that the inductively coupled plasma (ICP) tests for the total and water soluble chromium content of cement could be considered an acceptable alternate measurement method. An investigation into the ratio of total chromium Cr to Cr6+ was explored to see if it might be used as an indicator of water-soluble content. Although a very weak correlation was observed between Cr6+ and Cr, in no cases does the ratio of Cr6+/Cr exceed 22 %. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCement. =650 \0$aRepeatability. =650 \0$aReproducibility. =650 \0$aProficiency test. =650 \0$aHexavalent chromium. =650 \0$aReproducibility of Results. =650 \0$aReliability (Engineering) =650 14$aHexavalent chromium. =650 24$aCement. =650 24$aRepeatability. =650 24$aReproducibility. =650 24$aProficiency test. =700 1\$aSouth, W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150457.htm =LDR 03282nab a2200517 i 4500 =001 JTE20150136 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150136$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150136$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aLee, Jaejun,$eauthor. =245 10$aEvaluation of Moisture Susceptibility of Asphalt Mixtures Using Dynamic Modulus /$cJaejun Lee, Sung-Je Moon, Jeonghyuk Im, Sunglin Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aA pothole is one of the distresses in asphalt pavement caused by the presence of water in the asphalt pavement and the presence of traffic passing over the affected area. Recently, lots of potholes were observed due to heavy rain in Korea. Thus, the indirect tensile strength ratio (TSR) is commonly used based on the AASHTO T 283 procedure to evaluate the moisture susceptibility of an asphalt mixture; however, TSR cannot be used as a representative index for the mechanical behavior of the moisture-conditioned asphalt mixture. In this study, the dynamic modulus |E*| laboratory test is applied as a replacement test for the TSR in order to assess the moisture susceptibility of four different asphalt mixtures. The dynamic modulus test is used to determine the % of retained stiffness, a term that was referred to as the dynamic modulus ratio (DMR). The results of both TSR and DMR conducted on the same mixtures are compared and statistically analyzed. The logistic regression model was used to evaluate the correlation between TSR and DMR. The correlation between TSR and DMR at 20°C is significant. However, there was no relation between TSR and DMR at other temperature ranges (5°C, 40°C, 54.4°C) because there was different viscoelastic behavior at different temperature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMoisture conditioning. =650 \0$aMoisture susceptibility. =650 \0$aasphalt pavements. =650 \0$apavements. =650 14$aMoisture susceptibility. =650 24$aMoisture conditioning. =650 24$aTSR. =650 24$aDMR. =700 1\$aMoon, Sung-Je,$eauthor. =700 1\$aIm, Jeonghyuk,$eauthor. =700 1\$aYang, Sunglin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150136.htm =LDR 02751nab a2200541 i 4500 =001 JTE20160011 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160011$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160011$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD281.P6 =082 04$a620.1/92$223 =100 1\$aWang, T. X.,$eauthor. =245 10$aComfort Fitting Using Shape Memory Polymeric Foam /$cT. X. Wang, W. M. Huang, J. E. Aw, L. W. He, M. Vettorello. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aNowadays, more and more people are keen on investing in their own personal fitness. In this paper, a series of experiments were conducted to investigate the feasibility of using ethylene-vinyl acetate (EVA) foam for comfort fitting, with a special reference to shoes applications. Based on the experimental results obtained, it was concluded that the EVA foam examined in this study could satisfy most of the requirements for comfort fitting shoes in terms of shape fixity, shape recovery, and elasticity. The two problems spotted in this study may be easily solved by reducing the porosity ratio of the EVA foam and slightly decreasing the glass transition temperature of the foam. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aShape memory effect. =650 \0$aShape memory polymer. =650 \0$aShape-Memory Polymer. =650 \0$aComfort fitting. =650 14$aShape memory effect. =650 24$aShape memory polymer. =650 24$aFoam. =650 24$aComfort fitting. =650 24$aGlass transition temperature. =700 1\$aHuang, W. M.,$eauthor. =700 1\$aAw, J. E.,$eauthor. =700 1\$aHe, L. W.,$eauthor. =700 1\$aVettorello, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160011.htm =LDR 03019nab a2200565 i 4500 =001 JTE20160045 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2016\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160045$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160045$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK5982 =082 04$a620.2/8$223 =100 1\$aYuan, X.,$eauthor. =245 10$aFabrication and Characterization of a Radial Ultrasonic Transducer /$cX. Yuan, C. Li, H. Geng, S. Zhai, L. Xu, S. Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2016. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aA new type of radial ultrasonic transducer was fabricated in this study. The performances of five radial ultrasonic transducers of different thickness were investigated in this paper. It was found that the radial ultrasonic transducers possess the greatest sensitivity when the matching layer thickness is 2.5 mm. The addition of tungsten powder in the backing layer could effectively absorb noise, which improved the acoustic attenuation performance of the backing layer and their sensitivity. To study the directivity, the ultrasonic transducer was put into water. It was found that the transducer could achieve transmitting ultrasound in all radial directions and the ultrasonic signal is similar along all radial directions, i.e., the transducer exhibits isotropic properties, which makes it a good candidate for nondestructive testing of concrete when embedded in concrete elements and structures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDirectivity. =650 \0$aBacking layer. =650 \0$aMatching layer. =650 \0$aUltrasonic transducer. =650 \0$aNondestructive testing. =650 14$aRadial ultrasonic transducer. =650 24$aMatching layer. =650 24$aBacking layer. =650 24$aDirectivity. =650 24$aNondestructive testing. =700 1\$aLi, C.,$eauthor. =700 1\$aGeng, H.,$eauthor. =700 1\$aZhai, S.,$eauthor. =700 1\$aXu, L.,$eauthor. =700 1\$aHuang, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 45, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2017$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160045.htm =LDR 02952nab a2200577 i 4500 =001 JTE11211J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11211J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11211J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.C3 =082 04$a620.1/93$223 =100 1\$aYeow, YT.,$eauthor. =245 12$aA Correlative Study Between Analysis and Experiment on the Fracture Behavior of Graphite/Epoxy Composites /$cYT. Yeow, DH. Morris, HF. Brinson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b29 =520 3\$aSeveral of the current approaches to the analysis of the fracture behavior of notched fiber-reinforced composites are reviewed and discussed. Experimental results of fracture tests on uniaxial tensile strips containing center cracks are presented. Photoelastic coating photographs illustrate the regions of high stress gradient ahead of the crack for the various laminates investigated, namely, [0 deg]8s, [0 deg/90 deg]4s, [± 45 deg]4s, and [0 deg/±45 deg/0 deg]2s. A brief discussion of damage zones and fracture planes is given. Comparisons between several two-parameter fracture models and a new boundary integral equation approach of Cruse are made and comparisons between predictions of fracture strength using these models and experimental results are presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aToughness. =650 \0$aGraphite/epoxy. =650 \0$aFracture toughness. =650 \0$aComposite materials. =650 \0$aFractures (materials) =650 \0$aCarbon. =650 \0$aCarbon composites. =650 14$aComposite materials. =650 24$aFractures (materials) =650 24$aToughness. =650 24$aGraphite/epoxy. =650 24$aTwo-parameter fracture models. =650 24$aBoundary integral equation. =650 24$aFracture toughness. =700 1\$aMorris, DH.,$eauthor. =700 1\$aBrinson, HF.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11211J.htm =LDR 02411nab a2200493 i 4500 =001 JTE11206J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11206J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11206J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.1/12$223 =100 1\$aTroshchenko, VT.,$eauthor. =245 10$aStrain Criteria for Fatigue Fracture of Metals at High-Cycle Loading /$cVT. Troshchenko. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThe paper deals with the features of inelastic straining and fatigue fracture of metals in high-cycle loading. It is shown that the use of cyclic strains enables one to study the kinetics of cyclic deformation and fatigue damage accumulation with different loading histories, to consider the stress-strain state of structural elements with stress concentration, to formulate strain criteria for the fatigue fracture of metals involving various factors, and to develop methods for the accelerated determination of the fatigue limit. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrains. =650 \0$aFatigue (materials) =650 \0$aFractures (materials) =650 \0$aMetals$xFracture. =650 \0$aMachine parts$xMaterials$xFractures. =650 \0$aMachine design. =650 14$aStrains. =650 24$aFatigue (materials) =650 24$aFractures (materials) =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11206J.htm =LDR 03170nab a2200661 i 4500 =001 JTE11205J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11205J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11205J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669/.96142$223 =100 1\$aStephens, RI.,$eauthor. =245 10$aConstant and Variable Amplitude Fatigue Behavior of Eight Steels /$cRI. Stephens, PH. Benner, G. Mauritzson, GW. Tindall. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aRoom temperature fatigue behavior was obtained for eight different steels, including cast, hot-rolled, quenched and tempered, and case-hardened steels, under both constant and variable amplitude load conditions. Constant amplitude fatigue crack growth behavior was obtained with compact-type specimens with load ratios R ? 0 and -1. Variable amplitude fatigue behavior was obtained from keyhole-notched compact-type specimens by using the Society of Automotive Engineers' transmission history and three modifications of this history including single tensile overloads. The keyhole specimen and the variable amplitude spectra were chosen to simulate room temperature real-life situations including both crack initiation and crack propagation. Fatigue behavior of the eight steels is compared. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTesting. =650 \0$aCast steel. =650 \0$aWrought steels. =650 \0$aCrack initiation. =650 \0$aSpectrum loading. =650 \0$aCrack propagation. =650 \0$aTensile overloads. =650 \0$aFracture mechanics. =650 \0$aFatigue (materials) =650 \0$aSteel$xMetallography. =650 \0$aSteel$xMetallurgy. =650 14$aFatigue (materials) =650 24$aCrack initiation. =650 24$aCrack propagation. =650 24$aSpectrum loading. =650 24$aTensile overloads. =650 24$aFracture mechanics. =650 24$aTesting. =650 24$aCast steel. =650 24$aWrought steels. =700 1\$aBenner, PH.,$eauthor. =700 1\$aMauritzson, G.,$eauthor. =700 1\$aTindall, GW.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11205J.htm =LDR 02869nab a2200577 i 4500 =001 JTE11207J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11207J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11207J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620.1126$223 =100 1\$aWei, RP.,$eauthor. =245 10$aEffect of Measurement Precision and Data Processing Procedures on Variability in Fatigue Crack Growth Rate Data /$cRP. Wei, W. Wei, GA. Miller. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aVariability in experimental data on fatigue crack growth kinetics reflects contributions not only from material property variations and environmental and other uncontrolled variables but also from measurement precision used in determining the primary data (that is, crack length versus elapsed cycles) and the subsequent data processing procedures in determining rates from the primary data. To assess the contributions of measurement precision and data processing procedures to variability, computer simulation of primary fatigue crack growth data was made for a number of measurement intervals and precisions. These simulated data were analyzed by several data processing procedures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGrowth rate. =650 \0$aVariability. =650 \0$aCrack propagation. =650 \0$aFatigue (materials) =650 \0$aFractures (materials) =650 \0$aStress intensity factor. =650 \0$aStrains and stresses. =650 \0$aMaterials$xFatigue$xTesting. =650 14$aFractures (materials) =650 24$aFatigue (materials) =650 24$aCrack propagation. =650 24$aGrowth rate. =650 24$aStress intensity factor. =650 24$aVariability. =700 1\$aWei, W.,$eauthor. =700 1\$aMiller, GA.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11207J.htm =LDR 03171nab a2200553 i 4500 =001 JTE11210J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11210J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11210J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620.1126$223 =100 1\$aSherman, AM.,$eauthor. =245 10$aApplication of Fatigue Life Prediction Techniques to Materials Substitution /$cAM. Sherman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aThe applicability of a computer-based fatigue life predictive technique to materials substitution has been tested by performing a fatigue design analysis on an automobile frame crossmember. The original steel component and an alternate aluminum design were instrumented and installed in a test car, and the vehicle was driven over a standard rough road durability route to record road load histories. The recorded histories were used with a previously developed computer-based predictive technique to obtain component life predictions. Laboratory-program loading of samples of the two materials using the recorded histories confirmed the accuracy of the life predictions. Finally, by taking into account both material property differences and structural design parameters, it was shown that a service history obtained from one component can be used to predict the fatigue life of the component made of alternative materials. This procedure can be of significant value in the consideration of materials substitutions even in situations where design changes accompany the substitution. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aComponents. =650 \0$aLife prediction. =650 \0$aFatigue (materials) =650 \0$aMaterials replacement. =650 \0$aSelection (materials) =650 \0$aStrains and stresses. =650 \0$aMaterials$xFatigue$xTesting. =650 14$aFatigue (materials) =650 24$aComponents. =650 24$aMaterials replacement. =650 24$aLife prediction. =650 24$aSelection (materials) =650 24$aComponent service histories. =650 24$aComputer-based life prediction. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11210J.htm =LDR 02542nab a2200505 i 4500 =001 JTE11204J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11204J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11204J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD885.5.S8 =082 04$a628.5/32$223 =100 1\$aLevadie, B.,$eauthor. =245 10$aSampling and Analysis of Atmospheric Sulfur Dioxide with the Lead Dioxide Plate (Huey Plate) /$cB. Levadie. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b23 =520 3\$aThe performance characteristics of the lead dioxide (Huey) plate for sampling sulfur dioxide are evaluated, and a method for determining sulfur dioxide as precipitated barium sulfate by weighing on an electrobalance is described. The data produced by exposing Huey plates over a two-year period are presented. A direct relationship between the concentration of sulfur dioxide in the ambient atmosphere as determined by continuous automatic monitoring and the mass loading of lead sulfate on the Huey plate has been confirmed. The correlation coefficient for the relationship was 0.90. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aEnvironments. =650 \0$aAir pollution. =650 \0$aSulfur dioxide. =650 \0$aAerosols. =650 \0$aAtmosphericnitrogen oxides. =650 \0$aSulfurdioxide$xEnvironmental aspects. =650 14$aAir pollution. =650 24$aSulfur dioxide. =650 24$aEnvironments. =650 24$aAmbient atmospheric sulfur dioxide determination. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11204J.htm =LDR 03088nab a2200721 i 4500 =001 JTE11209J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11209J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11209J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN697.A47 =082 04$a669.722$223 =100 1\$aSteller, K.,$eauthor. =245 10$aComments on Erosion Tests Conducted in an ASTM Interlaboratory Test Program /$cK. Steller, Z. Reymann, M. Targan, FG. Hammitt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aNew results from the Polish Academy of Sciences are compared with previously published results of an ASTM interlaboratory test of the erosion effects of vibratory cavitation and liquid impact facilities on three metals. In the studies reported here vibratory and rotating disk facilities were used. A new evaluation of the results of all the tests and corresponding scaling effects has been made, and the results of erosion tests using the vibratory method, the rotating disk method, and the liquid impact method have been compared. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNickel. =650 \0$aLiquids. =650 \0$aFlow tests. =650 \0$aImpact tests. =650 \0$aAluminum alloys. =650 \0$aVibration tests. =650 \0$aStainless steels. =650 \0$aErosion resistance. =650 \0$aCavitation corrosion. =650 \0$aImpingement corrosion. =650 \0$aErosion rate-time curve. =650 \0$aMechanical alloying. =650 \0$aAluminum$xMetallurgy. =650 14$aCavitation corrosion. =650 24$aImpingement corrosion. =650 24$aImpact tests. =650 24$aLiquids. =650 24$aAluminum alloys. =650 24$aNickel. =650 24$aStainless steels. =650 24$aVibration tests. =650 24$aFlow tests. =650 24$aCumulative erosion-time curve. =650 24$aErosion rate-time curve. =650 24$aErosion resistance. =700 1\$aReymann, Z.,$eauthor. =700 1\$aTargan, M.,$eauthor. =700 1\$aHammitt, FG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11209J.htm =LDR 02836nab a2200517 i 4500 =001 JTE11208J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1979\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11208J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11208J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQP517.C45 =082 04$a571.7/4$223 =100 1\$aKoons, GF.,$eauthor. =245 10$aStatistical Analysis of Notch Toughness Data /$cGF. Koons. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1979. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aIn the usual method for analyzing notch toughness values only a few specific notch impact measurements are selected for experimental study. In obtaining these results, many of the experimental data are not used quantitatively. Some experimenters have used a four-parameter function, called the hyperbolic tangent, to summarize impact test data that can be assumed to follow an S-shaped pattern. The proposed method of analysis uses the parameters of this function rather than the actual impact test results to analyze changes in the notch toughness of metals. This method allows one to study the effect of the experimental variables on the shape of the entire curve rather than on one specific point on the curve. In addition, the curve parameters can be used to predict temperatures associated with any notch toughness measurement. An estimate of the variability of the prediction can also be calculated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aImpact tests. =650 \0$aNotch sensitivity. =650 \0$aStatistical analysis. =650 \0$aTransition temperature. =650 \0$aCellular signal transduction. =650 \0$aReceptors,Notch. =650 \0$aSignal Transduction. =650 14$aNotch sensitivity. =650 24$aTransition temperature. =650 24$aImpact tests. =650 24$aStatistical analysis. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 7, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1979$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11208J.htm =LDR 03000nab a2200565 i 4500 =001 JTE20120027 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120027$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120027$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.87 =082 04$a006.3/2/0922$223 =100 1\$aLin, Chiun-Sin,$eauthor. =245 10$aCorporate Performance Forecasting Using Hybrid Rough Set Theory, Neural Networks, and DEA /$cChiun-Sin Lin, Tzu-Yu Lin, Sheng-Hsiung Chiu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b39 =520 3\$aThis paper proposed the hybrid model using rough set theory (RST), neural networks (NN), and data envelopment analysis (DEA) to predict the corporate performance directly. First, to evaluate corporate performance, the DEA was employed. Second, integrated RST with BPN techniques, which is one of the popular used models of NN, named RST+BPN, was used to build the corporate performance-prediction model and the corporate governance variables are used as predictive variables. This hybrid method enabled us to evaluate an individual firm and provided performance information without comparing it with other companies. The experimental result showed that the proposed model outperforms the NN model with nonextracted predictive variables and provides a promising alternative in corporate performance prediction. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aNeural network. =650 \0$aRough set theory. =650 \0$aCorporate governance. =650 \0$aBackpropagation network. =650 \0$aData envelopment analysis. =650 \0$aScientists$xInterviews. =650 \0$aNeuralNetworks(Computer) =650 \0$aScience. =650 14$aCorporate governance. =650 24$aRough set theory. =650 24$aNeural network. =650 24$aData envelopment analysis. =650 24$aBackpropagation network. =700 1\$aLin, Tzu-Yu,$eauthor. =700 1\$aChiu, Sheng-Hsiung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120027.htm =LDR 02832nab a2200505 i 4500 =001 JTE20120207 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120207$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120207$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.76.T48 =082 04$a005.3028/7$223 =100 1\$aYin, Yunfei,$eauthor. =245 10$aDynamic Software Testing and Evaluation With State Space Method /$cYunfei Yin, Haichao Guan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aDynamic software testing and evaluation are important software engineering subjects and can be used to improve reliability. In this paper, we propose a dynamic software testing and evaluation model based on the state space method. In this model, the run time features of software are quantified into one state vector; the program scale, difficulties, structures, and development expenses are quantified into one input vector; the total software complexity is quantified into one output vector; and the software testing and evaluation process is regarded as a feedback control process. Dynamic software testing and evaluation with the state space method can adaptively regulate the critical factors that drastically affect software reliability. Experimental results show that the proposed method is useful for reducing costs, shortening developing time, and improving reliability. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aState space. =650 \0$aSoftware testing. =650 \0$aSoftware evaluation. =650 \0$aComputersoftware/Testing. =650 \0$aDebugging in computer science. =650 \0$aGroupware (Computersoftware) =650 14$aSoftware testing. =650 24$aSoftware evaluation. =650 24$aState space. =700 1\$aGuan, Haichao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120207.htm =LDR 02732nab a2200505 i 4500 =001 JTE20120120 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120120$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120120$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aG154 =082 04$a338.4/791/02373$223 =100 1\$aLai, Ming-Cheng,$eauthor. =245 12$aA Hybrid Model by Empirical Mode Decomposition and Support Vector Regression for Tourist Arrivals Forecasting /$cMing-Cheng Lai, Ching-Chiang Yeh, Lon-Fon Shieh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b50 =520 3\$aThis study develops a new hybrid model by integrating empirical mode decomposition (EMD) and support vector regression (SVR) for tourist arrivals forecasting. The proposed approach first uses EMD, which can adaptively decompose the complicated raw data into a finite set of intrinsic mode functions (IMFs) and a residue. After identifying the IMF components and residue, they are then modeled and forecasted using SVR. The final forecasting value can be obtained by the sum of these prediction results. Real data sets of international tourist arrivals to Taiwan were used. Experimental results show the effectiveness of the hybrid model when comparing it with other approaches. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTourist arrivals. =650 \0$aHilbert-Huang transform. =650 \0$aOccupations. =650 \0$aTravel agents$xVocational guidance. =650 14$aTourist arrivals. =650 24$aHilbert-Huang transform. =650 24$aEmpirical mode decomposition. =650 24$aSupport vector regression. =700 1\$aYeh, Ching-Chiang,$eauthor. =700 1\$aShieh, Lon-Fon,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120120.htm =LDR 03597nab a2200517 i 4500 =001 JTE20120244 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120244$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120244$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a620.1$223 =100 1\$aZuo, Yibing,$eauthor. =245 10$aPortland Cement Hydration by Electrical Resistivity Method and Computer Simulation /$cYibing Zuo, Xiaosheng Wei. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aA non-contacting electrical resistivity measurement device has been adopted to measure the electrical resistivities, ?(t), of Portland cement pastes with water cement (w/c) ratios of 0.35, 0.40, and 0.45. The electrical resistivity curves all exhibit the same type of s-shaped growth; however, the electrical resistivity curve of the cement paste with the lower w/c ratio is always above those of higher w/c ratios. The hydration process can be divided into the dissolution and precipitation period, the setting period, the acceleration period, and the deceleration period, according to the rate of electrical resistivity development. In order to gain insights on the evolution of the microstructure during hydration, this study includes a computer simulation of the hydration process, considering the influence of particle size, w/c ratio, temperature, and orientation on representative length scales in the microstructures. The visualization of the microstructure evolution in the paste can well interpret the hydration process, which is consistent with the theoretical analysis. The microstructure evolutions show that the lower the w/c ratio is, the more quickly the hydration products cluster; consequently, it is easier and takes less time to form clusters, making the porosity decrease more rapidly, offering reasonable explanation of the characteristics of the 24 h compressive strengths of the pastes with different w/c ratios. The porosity obtained can well explain the development of the electrical resistivities of cement pastes with different w/c ratios after the dissolution period. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aComputer simulation. =650 \0$aCompressive strength. =650 \0$aElectrical resistivity. =650 \0$aPortland cement$xTesting. =650 \0$aCement paste. =650 \0$aHydration. =650 14$aElectrical resistivity. =650 24$aPortland cement hydration. =650 24$aComputer simulation. =650 24$aCompressive strength. =700 1\$aWei, Xiaosheng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120244.htm =LDR 02980nab a2200577 i 4500 =001 JTE20120228 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120228$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120228$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK1041 =082 04$a664/.122$223 =100 1\$aWang, Lijun,$eauthor. =245 10$aCarboxyl Modification of Sugarcane Bagasse Hemicelluloses With Succinic Anhydride in Aqueous Solution /$cLijun Wang, Xinliang Liu, Mengling Weng, Fusheng Wu, Zhoujun Li, Shuangfei Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aIn this paper, we describe the modification of sugarcane bagasse with succinic anhydride to introduce carboxylic functions to sugarcane bagasse. The properties of the sugarcane bagasse hemicelluloses change after carboxyl modification. The influences of the chemical reaction on the conditions, the chemical composition, and the thermal stability of the modified product are described. One gram of dried sugarcane bagasse was modified using 3.0 g succinic anhydride and 0.1 g N-bromination succinic imide with a reaction time of 6 h at 70°C. The obtained materials were characterized via Fourier transform infrared spectroscopy, nuclear magnetic resonance, thermal analysis, and scanning electron microscopy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHemicelluloses. =650 \0$aCharacterization. =650 \0$aSugarcane bagasse. =650 \0$aCarboxyl modification. =650 \0$aCogeneration of electric power and heat. =650 \0$aSugarcane industry. =650 \0$aBagasse industry. =650 14$aSugarcane bagasse. =650 24$aHemicelluloses. =650 24$aCarboxyl modification. =650 24$aCharacterization. =700 1\$aLiu, Xinliang,$eauthor. =700 1\$aWeng, Mengling,$eauthor. =700 1\$aWu, Fusheng,$eauthor. =700 1\$aLi, Zhoujun,$eauthor. =700 1\$aWang, Shuangfei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120228.htm =LDR 03472nab a2200565 i 4500 =001 JTE20120024 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120024$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120024$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a625.85$223 =100 1\$aLee, Jusang,$eauthor. =245 10$aEffectiveness of Asphalt Rejuvenator /$cJusang Lee, Shuo Li, Yongjoo Kim, Jaejun Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThis paper presents an evaluation of maltene rejuvenator effectiveness. The rejuvenator was applied on the U.S.-40 highway in Henry County, IN, and its performance was monitored and evaluated using four different evaluation methods: (1) friction, (2) permeability test, (3) dynamic shear rheometer, and (4) contact-angle test. The results demonstrate that the rejuvenator has no significant effects on pavement permeability. However, the rejuvenator reduced the moduli (i.e., dynamic shear modulus, viscous modulus, and elastic modulus), increased the phase angle, and increased the water drop contact angle of the asphalt binder. The influence depth of the rejuvenator was approximately 12.5 mm from the surface for the test section. The influence life of the rejuvenator lasted longer than 391 days. Even though all average friction numbers (FNs) throughout the measurement period were above the INDOT minimum requirement (i.e., >20 FN), this depended to a large extent on the surface friction of the existing pavement before applying the rejuvenator. There was a significant FN reduction of a maximum of 47 % within a day after the application of the rejuvenator. Based on the friction performance, a friction test on existing pavements should be required prior to application of the rejuvenator. A pavement with a low FN should not receive the rejuvenator application. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPermeability. =650 \0$aInfluence depth. =650 \0$aAsphalt rejuvenator. =650 \0$aMaltene rejuvenator. =650 \0$aAnd surface friction. =650 \0$aAsphalt$xMicrostructure. =650 \0$aMicromechanics. =650 14$aAsphalt rejuvenator. =650 24$aMaltene rejuvenator. =650 24$aInfluence depth. =650 24$aPermeability. =650 24$aAnd surface friction. =700 1\$aLi, Shuo,$eauthor. =700 1\$aKim, Yongjoo,$eauthor. =700 1\$aLee, Jaejun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120024.htm =LDR 02855nab a2200529 i 4500 =001 JTE20120135 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120135$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120135$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC377 =082 04$a616.8/34$223 =100 1\$aRunnian, Yang,$eauthor. =245 12$aA Study on the Residual Fatigue Strain and Damage of Steel Fiber Reinforced Recycled Concrete Under Constant Amplitude Flexural Fatigue Loading /$cYang Runnian, Wei Demin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aFlexural fatigue tests under constant amplitude fatigue loading were carried out in order to obtain the residual fatigue strain of two kinds of steel fiber reinforced concrete (SFRC): steel fiber reinforced recycled concrete (SFRRC) and steel fiber reinforced pebble concrete (SFRPC). The experimental results show that the residual fatigue strain of SFRC follows the three-stage law, and the residual fatigue strain of SFRRC develops more slowly than that of SFRPC at the same stress level. A residual fatigue strain equation is suggested. The fatigue damage of SFRC has also been studied. A fatigue damage evolution equation is proposed, and comparisons are made with other expressions, showing that the suggested model is in the best agreement with the experimental results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamage. =650 \0$aFatigue. =650 \0$aRecycled concrete. =650 \0$aResidual fatigue strain. =650 \0$aMultiple sclerosis. =650 \0$aMultiple sclerosis$xExercise therapy. =650 14$aSteel fiber reinforced concrete. =650 24$aRecycled concrete. =650 24$aFatigue. =650 24$aResidual fatigue strain. =650 24$aDamage. =700 1\$aDemin, Wei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120135.htm =LDR 02719nab a2200517 i 4500 =001 JTE20120121 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120121$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120121$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aNA737.P39 =082 04$a725/.092/2$223 =100 1\$aLee, Tai-Kuang,$eauthor. =245 10$aPressure Distribution of Dynamic Water Penetration Tests for Curtain Walls /$cTai-Kuang Lee, Chien-Yuan Kuo, Austin D. E. Pan, Yi-Chao Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aA wind generator is used for producing a wind stream equivalent to the required wind velocity pressure for dynamic water penetration tests for curtain walls. A two-phase experimental program was carried out. In the first stage, the calibration of the wind generator was conducted following AAMA 501.1-05 procedures. In the second stage, the dynamic pressure distribution on the surface of the test chamber for curtain walls was studied. Discussions of the experimental results are presented, as well as new design aids for curtain wall design. Some of the experimental results and conclusions could be useful in the future for comparisons between laboratories having similar electric-fan-based test systems. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCurtain wall. =650 \0$aDynamic pressures. =650 \0$aWater penetration. =650 \0$aThemes, motives. =650 \0$aVorhangwand. =650 14$aCurtain wall. =650 24$aWater penetration. =650 24$aDynamic pressures. =700 1\$aKuo, Chien-Yuan,$eauthor. =700 1\$aPan, Austin D. E.,$eauthor. =700 1\$aLi, Yi-Chao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120121.htm =LDR 03481nab a2200553 i 4500 =001 JTE20120185 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120185$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120185$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK6578 =082 04$a621.3848$223 =100 1\$aChiu, Chien-Ching,$eauthor. =245 10$aTime Domain Microwave Imaging of a Buried Homogeneous Dielectric Cylinder in a Slab Medium by Asynchronous Particle Swarm Optimization /$cChien-Ching Chiu, Chung-Hsin Huang, Ching-Lieh Li, Lung-Fai Tuen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b41 =520 3\$aA time-domain inverse scattering technique for estimating the location, shape, and permittivity of a dielectric cylinder in a slab medium is proposed. In this paper, the finite-difference time domain is employed for the analysis of the forward scattering part, and asynchronous particle swarm optimization (APSO) is applied for the reconstruction of the two-dimensional homogeneous dielectric cylinder. For the forward scattering, several electromagnetic pulses are launched to illuminate the unknown scatterers, and then the surrounding scattered electromagnetic fields are measured. In order to efficiently describe the details of the shape, a sub-gridding technique is implemented in the finite-difference time domain method. Then, the simulated electromagnetic fields are used for inverse scattering, in which APSO is employed to transform the inverse scattering problem into an optimization problem. APSO is a population-based optimization approach that aims to minimize a cost function between measurements and computer-simulated data. The numerical results presented for the two examples of scatterers under transverse-electric incidence demonstrate that the proposed method is capable of reconstructing a complicated shape with a rapid rate of convergence and robust immunity to noise. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTime domain. =650 \0$aSubgridding FDTD. =650 \0$aInverse scattering. =650 \0$aSignal processing$xMathematics. =650 \0$aImaging systems$xMathematics. =650 \0$aTime-domainanalysis. =650 14$aInverse scattering. =650 24$aTime domain. =650 24$aFDTD. =650 24$aSubgridding FDTD. =650 24$aAPSO. =700 1\$aHuang, Chung-Hsin,$eauthor. =700 1\$aLi, Ching-Lieh,$eauthor. =700 1\$aTuen, Lung-Fai,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120185.htm =LDR 03068nab a2200529 i 4500 =001 JTE20120243 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120243$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120243$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aTruong-Hong, Linh,$eauthor. =245 10$aValidating Computational Models from Laser Scanning Data for Historic Facades /$cLinh Truong-Hong, Debra F. Laefer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b55 =520 3\$aIncreasingly, remote sensing is being used as the basis for computational models. With new approaches rapidly emerging, questions arise as to how to validate and assess the resulting models, as they tend to include at least some level of geometric inexactitude. This paper proposes a set of parameters and procedures for evaluating the usefulness of computational models for structural analysis of historic facades subjected to adjacent construction work. To test the usability of such an approach, three brick buildings were scanned with a terrestrial laser scanner. The data were processed with a recently proposed set of algorithms, and the reliability of the resulting solid models was evaluated by comparing finite-element results from auto-generated solid models versus those based on measured drawings. The proposed validation process considers overall response, as well as local behavior. The results show the importance of using both conventional values and project specific parameters. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFoundation settlement. =650 \0$aGeometric validation. =650 \0$aRemote sensing. =650 \0$aSolid model generation. =650 \0$afinite element method. =650 14$aRemote sensing. =650 24$aTerrestrial laser scanning data. =650 24$aFinite-element analysis. =650 24$aFoundation settlement. =650 24$aGeometric validation. =650 24$aSolid model generation. =700 1\$aLaefer, Debra F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120243.htm =LDR 04127nab a2200565 i 4500 =001 JTE20120103 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120103$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120103$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC86.8 =082 04$a616.02/52$223 =100 1\$aThoms, Adam W.,$eauthor. =245 12$aA New Device for Simulating Athlete-to-Surface Interactions on Natural and Synthetic Turf /$cAdam W. Thoms, James T. Brosnan, Max R. Paquette, Songning Zhang, John C. Sorochan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b40 =520 3\$aNon-contact athletic injuries are the result of forces generated during athlete-to-surface interactions. Associations between playing surface conditions and injury incidence have been reported and numerous devices have been used to measure the vertical and horizontal forces occurring during athlete-to-surface interactions. However, nearly all of these instruments evaluate horizontal and vertical force separately. The objectives of this research were to (1) develop the Tennessee Athletic Field Tester (TAFT), an instrument for evaluating natural and synthetic playing surfaces that simultaneously generates realistic, peak vertical and horizontal forces that occur during athlete-to-surface interactions; (2) compare the simultaneous, peak vertical and horizontal forces measured by TAFT to values measured by an in-ground force platform at three simulated athlete weights and rates of horizontal velocity; and (3) determine the optimal rate of horizontal velocity for each simulated athlete weight to facilitate comparisons to force platform data. Peak vertical and horizontal force data were collected while operating TAFT on a force platform. The experimental design was the factorial combination of three athlete weights (75 kg, 85 kg, and 95 kg) and three horizontal velocities (500 mm s-1, 750 mm s-1, and 1000 mm s-1). At 1000 mm s-1, peak vertical force values with TAFT were greater than or equal to those captured by the force platform and similar to those reported using human subjects of similar weight. All TAFT configurations generated peak horizontal forces greater than those measured on the force platform and higher than have been observed in human subject trials. TAFT is a new instrument that generates peak vertical and horizontal forces that occur during athlete-to-surface interactions that may allow researchers to better characterize the safety of natural and synthetic turf playing surfaces. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInjury. =650 \0$aNon-contact. =650 \0$aGround reaction forces. =650 \0$aFirst aid in illness andinjury. =650 \0$aHerbs$xTherapeutic use. =650 \0$aNaturopathy. =650 14$aGround reaction forces. =650 24$aInjury. =650 24$aNon-contact. =650 24$aAthlete-to-surface interaction. =650 24$aTAFT. =700 1\$aBrosnan, James T.,$eauthor. =700 1\$aPaquette, Max R.,$eauthor. =700 1\$aZhang, Songning,$eauthor. =700 1\$aSorochan, John C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120103.htm =LDR 02821nab a2200517 i 4500 =001 JTE20120095 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120095$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120095$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519.2$223 =100 1\$aZhang, Jian-Ping,$eauthor. =245 10$aLifetime Prediction of White OLED Based on MLE Under Lognormal Distribution /$cJian-Ping Zhang, Dong-Liang Li, Wen-Li Wu, Helen Wu, Wen-Qing Zhu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aTo predict the lifetime of a white organic light-emitting diode (OLED) and reduce test time and cost, we conducted two constant stress and one step stress accelerated lifetime tests to obtain the failure time data of samples, described the lifetime distribution of white OLED with the lognormal distribution function, estimated the log mean and log standard deviation by using maximum likelihood estimation (MLE), achieved statistics and analysis of lifetime data, and developed lifetime prediction software by ourselves. Numerical results shows that white OLED lifetime follows the lognormal distribution, that the acceleration model is consistent with inverse power law, and that the acceleration parameters, which are accurately calculated, make fast estimation of white OLED lifetime possible. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLifetime prediction. =650 \0$aLognormal distribution. =650 \0$aLognormaldistribution. =650 14$aWhite OLED. =650 24$aLifetime prediction. =650 24$aLognormal distribution. =650 24$aMLE. =700 1\$aLi, Dong-Liang,$eauthor. =700 1\$aWu, Wen-Li,$eauthor. =700 1\$aWu, Helen,$eauthor. =700 1\$aZhu, Wen-Qing,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120095.htm =LDR 03013nab a2200589 i 4500 =001 JTE20120104 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120104$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120104$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA402 =082 04$a003$223 =100 1\$aLin, Chun-Yueh,$eauthor. =245 13$aAn Application of AHP and Sensitivity Analysis for Measuring the Best Strategy of Reverse Logistics :$bA Case Study of Photovoltaic Industry Chain /$cChun-Yueh Lin, Yih-Chearng Shiue. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b89 =520 3\$aThis work presents an evaluation model that adopts several important criteria based on benefits, opportunities, costs, and risks (BOCR) perspective, enabling the collecting strategy of reverse logistics (RL) of the Taiwan photovoltaic industry (TPI) supply chain is the most appropriate. Major criteria weights are analyzed using the analytic hierarchy process (AHP) and sensitivity analysis. Analysis results indicate that the proposed evaluation model enables the collecting strategy of RL in the TPI supply chain more objectively by allowing them to deploy effectively. Importantly, the proposed model can provide the TPI accreditation strategy in RL a reference material, making it highly applicable for academia and commercial purposes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBenefits. =650 \0$aCollecting strategy. =650 \0$aOpportunities. =650 \0$aReverse logistics. =650 \0$aSensitivity analysis. =650 \0$aSupply chain. =650 \0$aSensitivity theory (Mathematics) =650 \0$aSystem analysis. =650 14$aReverse logistics. =650 24$aAnalytical hierarchy process (AHP) =650 24$aSensitivity analysis. =650 24$aBenefits. =650 24$aOpportunities. =650 24$aCosts and risks (BOCR) =650 24$aSupply chain. =650 24$aCollecting strategy. =700 1\$aShiue, Yih-Chearng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120104.htm =LDR 03690nab a2200601 i 4500 =001 JTE20120001 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120001$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120001$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.7/08 s$223 =100 1\$aWen, Haifang,$eauthor. =245 10$aToward Development of a New Thermal Cracking Test Using the Dynamic Shear Rheometer /$cHaifang Wen, Sushanta Bhusal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThermal cracking is one of the primary distresses in asphalt pavements. Asphalt binder, an important component of asphaltic concrete, plays a significant role in the thermal cracking performance of asphalt pavement and should be characterized accurately for proper binder selection. The current Superpave binder specifications for low-temperature cracking, based on creep stiffness and m-values, are not applicable to modified binders. Fracture-based tests are most promising for the prediction of low-temperature cracking of binders, especially modified binders. This study develops a new performance indicator for low-temperature cracking using properties from monotonic testing at a semi-low temperature, 5°C, based on the dynamic shear rheometer (DSR). It is found that the complex shear modulus of binders does not correlate with field thermal cracking performance. Fracture energy shows a moderate correlation with field thermal cracking performance. The correlation is improved when the shear rate is increased. However, failure strain at 5°C correlates very well with field thermal cracking. In addition, failure strain is not sensitive to the shear rate at 5°C. This new test could significantly reduce the costs associated with the purchase of various types of equipment, such as that needed to conduct bending beam rheometer (BBR) or direct tension tests, and could also reduce the amount of testing time. Further study is needed to validate the findings in this study. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSuperpave. =650 \0$aFailure strain. =650 \0$aFailure stress. =650 \0$aFracture energy. =650 \0$aThermal cracking. =650 \0$aComplex shear modulus. =650 \0$aDynamic shear rheometer. =650 \0$aElastomers. =650 \0$aBridge bearings. =650 \0$aBridge design. =650 14$aSuperpave. =650 24$aThermal cracking. =650 24$aDynamic shear rheometer. =650 24$aFracture energy. =650 24$aFailure stress. =650 24$aFailure strain. =650 24$aComplex shear modulus. =700 1\$aBhusal, Sushanta,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120001.htm =LDR 03237nab a2200505 i 4500 =001 JTE20120102 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120102$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120102$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHE821 =082 04$a387.524094$223 =100 1\$aChung, Cheng-Chi,$eauthor. =245 10$aApplying Hybrid Grey Models in Analyzing Tonnage Growth Trends in Bulk Shipping Among China, Hong Kong, and Taiwan /$cCheng-Chi Chung. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b34 =520 3\$aThe development of bulk shipping is deeply affected by global economic prosperity or adversity. China, Hong Kong, and Taiwan (CH&T) are not only the main suppliers of bulk carriers (bulkers), but also the major trading countries or areas in the world. The development of deadweight tonnages (DWTs) in these areas will significantly influence global trade. This paper begins with the supply side, using the latest 15 years of statistics from the Institute of Shipping Economics and Logistics to analyze the current development status of the bulk shipping market among CH&T. Further, four GM(1,1) models of grey theory are adopted to analyze the developmental trends of bulkers. The results show that, not only has the DWTs of the world been increasing, but also that in CH&T in the past few years. Second, after China and Taiwan became members of the World Trade Organization, the number of flagging-out vessels has been increasing more rapidly than the number of national vessels. Moreover, it can be said that DWTs will increase in China and Taiwan, but decrease in Hong Kong in the coming three years in terms of the growth trend. These findings will assist bulk shipping companies in making operational strategies, and government authorities in formulating supportive shipping policies. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBulkers. =650 \0$aGrey prediction. =650 \0$aShipping policy. =650 \0$aDeadweight tonnages. =650 \0$aCoastwiseshipping. =650 \0$aTransport maritime. =650 14$aBulkers. =650 24$aDeadweight tonnages. =650 24$aGrey prediction. =650 24$aShipping policy. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120102.htm =LDR 03507nab a2200517 i 4500 =001 JTE20120182 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120182$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120182$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA445 =082 04$a666.893$223 =100 1\$aHakeem, Ibrahim,$eauthor. =245 10$aEffect of Steel Fibers and Thermal Cycles on Fracture Properties of Ultra-High-Performance Concrete /$cIbrahim Hakeem, Abul K. Azad, Shamsad Ahmad. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b26 =520 3\$aThe advent of ultra-high-performance concrete (UHPC), a new generation of cementitious material having excellent material properties, has generated a great deal of interest in the field. In this study, the fracture properties of UHPC mixtures reinforced with steel fiber (fiber content varying from 0 to 6.2 % by weight) and subjected to thermal cycles were investigated to examine the effect of heat-cool cycles. The standard prism of 100 x 100 x 400 mm3 with a central notch was used in a three-point bend test to determine fracture properties that include critical stress-intensity factor (Kic), critical crack tip opening displacement (CTODc), energy release rate, and total fracture energy. All specimens were water-cured for 28 days. Two exposure conditions were used: a 6-month thermal cycling and a 6-month laboratory exposure for further self-curing. The thermal cycling comprised heating in an oven at 60°C for 2 days and then cooling them at room temperature for the next 2 days over a period of 6 months. Test results show that UHPC reinforced with 6.2 % steel fiber exhibited excellent fracture properties with significant ductility. Both thermal cycling and prolonged self-curing of water-cured UHPC specimens enhance fracture properties because of more complete hydration of cement in UHPC. This improvement in properties signals an additional advantage of water-cured UHPC for its application in hot climatic conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture energy. =650 \0$aFracture toughness. =650 \0$aGlass fiber reinforced concrete. =650 \0$aPolypropylene. =650 \0$aFiber-reinforced concrete. =650 14$aUltra-high-performance concrete. =650 24$aFracture toughness. =650 24$aCritical stress-intensity factor. =650 24$aFracture energy. =700 1\$aAzad, Abul K.,$eauthor. =700 1\$aAhmad, Shamsad,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120182.htm =LDR 03129nab a2200553 i 4500 =001 JTE20120061 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120061$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120061$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTT713 =082 04$a646.2/044$223 =100 1\$aWu, Chia-Huang,$eauthor. =245 10$aAnalysis of the Machine Repair Models With Multi-Threshold Synchronous Vacations /$cChia-Huang Wu, Jau-Chuan Ke, Gautam Choudhury. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aIn this paper, we present an analysis of a machine repair problem with M operating machines and S standbys, in which c repairmen are responsible for supervising these machines and follow a multi-threshold, synchronous vacation policy. With such a policy, at a repair completion instant, if the number of the failed machines in the system is less than a preset threshold value, partial idle servers together take a single vacation (or leave for a random amount of time doing other secondary job). At the end of a vacation, they return to repair the failed machines (or waits for the arrival). The steady-state probabilities are solved by using the matrix-analytic method, and formulae of system performance measures are thereby obtained. A cost model is then developed to formulate an optimization problem to find the minimum cost. The direct search and quasi-Newton methods are implemented to determine the optimal number of servers, the optimal threshold policy and the optimal repair rate. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStandby. =650 \0$aQuasi-Newton method. =650 \0$aDirect search method. =650 \0$aMachine repair model. =650 \0$aMachineknitting. =650 \0$aMachinesewing. =650 \0$aSewing machines$xMaintenance andrepair. =650 14$aDirect search method. =650 24$aMachine repair model. =650 24$aQuasi-Newton method. =650 24$aSynchronous vacation policy. =650 24$aStandby. =700 1\$aKe, Jau-Chuan,$eauthor. =700 1\$aChoudhury, Gautam,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120061.htm =LDR 03623nab a2200577 i 4500 =001 JTE20120026 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120026$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120026$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD794.5 =082 04$a745.2$223 =100 1\$aAkbarnezhad, A.,$eauthor. =245 10$aAcid Treatment Technique for Determining the Mortar Content of Recycled Concrete Aggregates /$cA. Akbarnezhad, K. C. G. Ong, M. H. Zhang, C. T. Tam. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b31 =520 3\$aThe presence of old cementitious mortar in recycled concrete aggregates (RCA) has been reported to be one of the main factors contributing to a lowering of the performance of concrete made with RCA relative to those made with natural aggregates (NA). This difference in performance has been attributed to the proportion of mortar present in the RCA vis-à-vis the NA used to cast the original parent concrete. Therefore, determining the mortar content might provide an effective means of assessing the overall quality of RCA. Also, as reported in the available literature, it is essential to take into account the amount of mortar present in RCA as part of the total mortar present when designing concrete mixes cast with RCA. However, an easy-to-use standard method for accurately determining the cementitious mortar content of RCA is not available at present. In this study, an acid treatment testing method is proposed to determine the mortar content of RCA. The method is able to remove most, if not all, of the cementitious mortar and takes approximately 24 h to carry out. In addition, the effects of mortar content on properties of RCA including 24-hour water absorption, bulk density, and Los Angeles abrasion resistance were investigated. The effects of the original parent concrete strength on the relationships between mortar content and RCA properties were also investigated. The study was confined to only granitic coarse aggregates. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConcrete. =650 \0$aAggregate. =650 \0$aRecycling. =650 \0$aAcid treatment. =650 \0$aMortar content. =650 \0$aRecycling(Waste, etc) =650 \0$aIndustrial management$xEnvironmental aspects. =650 \0$aSustainable architecture. =650 14$aMortar content. =650 24$aAcid treatment. =650 24$aRecycling. =650 24$aConcrete. =650 24$aAggregate. =700 1\$aOng, K. C. G.,$eauthor. =700 1\$aZhang, M. H.,$eauthor. =700 1\$aTam, C. T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120026.htm =LDR 03326nab a2200529 i 4500 =001 JTE20120155 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120155$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120155$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC489.E53 =082 04$a616.89$223 =100 1\$aPaulin, Kendalyn,$eauthor. =245 10$aStatistical Analysis of the Stress-Energy Methodology Applied to Cushion Curve Determination /$cKendalyn Paulin, Gregory Batt, Matthew Daum. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe stress-energy method is a proposed alternative to ASTM D1596 that reduces all drop height, thickness, and static load combinations into a single equation that can be used to generate any reasonable cushion curve for a particular material. There remains a question as to how accurately the stress-energy method can predict deceleration values and whether it is statistically comparable to the method described in ASTM D1596. There are three phases to this research that attempt to determine the accuracy of the stress-energy method: gathering data using the stress-energy method and analyzing the goodness of fit of the stress-energy equation, predicting a cushion curve and observing the upper and lower bounds for a given drop height and thickness, and using ASTM D1596 to create a cushion curve with the same drop height and thickness and comparing it to the predicted cushion curve. Analyzing ten stress-energy data sets using the root mean square error in addition to the coefficient of determination provided a more thorough goodness of fit analysis. Utilizing the stress-energy method to predict cushion curves produced minimal errors and similar decelerations when compared to six actual cushion curve data sets. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCushion curves. =650 \0$aPackaging dynamics. =650 \0$aStress-energy method. =650 \0$aPSYCHOLOGY$xPsychopathology$vGeneral. =650 \0$aEnergypsychology. =650 \0$aPost-traumaticstressdisorder$xAlternative treatment. =650 14$aCushion curves. =650 24$aASTM D1596. =650 24$aStress-energy method. =650 24$aPackaging dynamics. =700 1\$aBatt, Gregory,$eauthor. =700 1\$aDaum, Matthew,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120155.htm =LDR 02979nab a2200553 i 4500 =001 JTE20120107 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2013\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20120107$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20120107$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.P6 =082 04$a620.1/16$223 =100 1\$aLindskog, Per,$eauthor. =245 13$aAn Experimental Device for Material Characterization of Powder Materials /$cPer Lindskog, Daniel C. Andersson, Per-Lennart Larsson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2013. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b50 =520 3\$aAn experimental device has been developed intended for the material characterization of powder metals. The experimental approach rests on the uniaxial (die) compaction of powders. The output is the compaction force-depth relationship together with the die wall/powder contact pressure determined at eight different points using pressure sensors placed on the die wall. The recorded data are of such high quality that it can be expected that inverse methods aiming at material characterization can be applied without numerical instability problems. Finite-element methods are used in order to verify the outcome of the experimental approach for the particular case of WC/Co powder materials mechanically described by using an advanced elasto-plastic material model with a large number of constitutive properties. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPowder materials. =650 \0$aCemented carbides. =650 \0$aExperimental device. =650 \0$aUniaxial die compaction. =650 \0$aMaterial characterization. =650 \0$aNanostructured materials. =650 \0$aPorous materials. =650 14$aExperimental device. =650 24$aUniaxial die compaction. =650 24$aMaterial characterization. =650 24$aPowder materials. =650 24$aCemented carbides. =700 1\$aAndersson, Daniel C.,$eauthor. =700 1\$aLarsson, Per-Lennart,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 41, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2013$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20120107.htm =LDR 02222nab a2200493 i 4500 =001 JTE11092J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11092J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11092J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRB150.F37 =082 04$a616/.0478$223 =100 1\$aFinney, JM.,$eauthor. =245 10$aSensitivity of Fatigue Crack Growth Prediction (Using Wheeler Retardation) to Data Representation /$cJM. Finney. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aUsing the Wheeler model for predicting fatigue crack growth as a case study, the likely errors in prediction from selecting literature calibration values are examined. From four methods of representing the same da/dN - ?K data, errors in crack life prediction up to a factor of about three were obtained. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamage tolerance. =650 \0$aModel calibrations. =650 \0$aWheeler retardation. =650 \0$aFatigue. =650 \0$aChronic fatigue syndrome. =650 14$aFatigue crack growth prediction. =650 24$aWheeler retardation. =650 24$aModel calibrations. =650 24$aDamage tolerance. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11092J.htm =LDR 03138nab a2200613 i 4500 =001 JTE11100J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11100J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11100J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ11 =082 04$a508/.1$223 =100 1\$aCammer, PA.,$eauthor. =245 10$aFederal Regulation of the Halogenated Solvents /$cPA. Cammer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThe chlorinated cleaning solvents have drawn the attention of regulatory agencies in recent years because of their popularity in a wide variety of industries. Initiation of regulatory review is sometimes viewed by chemical users and the public as the beginning of highly restrictive regulation or a ban. Consequently, an irreversible market impact can occur before a regulatory decision is made. The regulatory and market history of trichloroethylene and perchloroethylene are traced from the 1960s to the present. Current regulatory activities concerning methylene chloride, trichloroethylene, perchloroethylene, 1,1,1-trichloroethane, and trichlorotrifluoroethane (CFC-113) are reviewed, as are the prospects for future federal regulation. State regulation of the solvents also is discussed, focusing on regulation of air toxics and Proposition 65 in California and air toxics regulation in New York. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAir toxics. =650 \0$aProposition 65. =650 \0$aPerchloroethylene. =650 \0$aTrichloroethylene. =650 \0$aMethylene chloride. =650 \0$aHalogenated solvents. =650 \0$aTrichlorotrifluoroethane. =650 \0$aEnvironmental Pollutants$xtoxicity. =650 \0$aHydrocarbons,Halogenated$xtoxicity. =650 \0$aImmunity. =650 14$aHalogenated solvents. =650 24$aChlorinated cleaning solvents. =650 24$aMethylene chloride. =650 24$aTrichloroethylene. =650 24$aPerchloroethylene. =650 24$a1,1,1-trichloroethane. =650 24$aTrichlorotrifluoroethane. =650 24$aAir toxics. =650 24$aProposition 65. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11100J.htm =LDR 02362nab a2200481 i 4500 =001 JTE11095J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11095J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11095J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ11 =082 04$a508/.1$223 =100 1\$aMurphy, KP.,$eauthor. =245 10$aCFC 113 :$bA Unique Member of the Halogenated Solvent Family /$cKP. Murphy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aHalogenated fluorocarbons form a unique class of materials. One member of this class, CFC 113, has found wide application as a solvent in the electronics, metal working, and aerospace industries. Because of concerns over possible ozone depletion by certain members of the fluorocarbon family, various alternatives are being evaluated. It has been found difficult, however, to find replacements with similar properties. In the short term the conservation and recycling of CFC 113 solvents offer the best opportunity of reducing its possible impact on the environment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aOzone. =650 \0$aRecycling. =650 \0$aHydrocarbons,Halogenated$xmetabolism. =650 \0$aHydrocarbons,Halogenated$xtoxicity. =650 \0$aImmunity. =650 14$aCFC 113. =650 24$aOzone. =650 24$aRecycling. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11095J.htm =LDR 02194nab a2200481 i 4500 =001 JTE11099J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11099J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11099J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA1270.F55 =082 04$a677$223 =100 1\$aTravis, CC.,$eauthor. =245 10$aRisk Assessment for Halogenated Solvents /$cCC. Travis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aA recent development in the cancer risk area is the advent of biologically based pharmacokinetic and pharmacodynamic models. These models allow for the incorporation of biological and mechanistic data into the risk assessment process. These advances will not only improve the risk assessment process for halogenated solvents but will stimulate and guide basic research in the biological area. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPharmacodynamics. =650 \0$aPharmacokinetics. =650 \0$aTextiles. =650 \0$aInterior Design and Furnishings. =650 \0$aRisk Assessment. =650 14$aPharmacokinetics. =650 24$aPharmacodynamics. =650 24$aRisk assessment. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11099J.htm =LDR 02261nab a2200421 i 4500 =001 JTE11094J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11094J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11094J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA1242.H35 =082 04$a628.5/5$223 =100 1\$aGavlin, G.,$eauthor. =245 10$aIntroduction to Symposium on Halogenated Solvents Technology-A Look at the Future /$cG. Gavlin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWe are in the midst of a critical period in the history of industrial halogenated solvents, a history that dates back some 60 years. Accurate data on current annual use are not available to me, but it must exceed 2 million metric tons, certainly a strong measure of economic success, the ability to beat all competition based on performance, price, and, yes, safety-certainly safety from fire, the scourge of all industrial chemical operations. Furthermore, this has always been considered to have been achieved at low levels of acute toxicity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHydrocarbons, Brominated$xtoxicity. =650 \0$aPesticides$xtoxicity. =650 \0$aEnvironmental Exposure$xadverse effects. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11094J.htm =LDR 02939nab a2200493 i 4500 =001 JTE11096J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11096J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11096J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA124.T67 =082 04$a363.1/79$223 =100 1\$aJones, RE.,$eauthor. =245 10$aRecent Scientific Developments That Affect the Assessment of Risk Posed by Trichloroethylene and Perchloroethylene /$cRE. Jones, DM. Byrd. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b51 =520 3\$aTrichloroethylene (TRI) and perchloroethylene (PER) are chlorinated hydrocarbons with similar chemical and toxicological properties. Cancer bioassay results with TRI and PER have shown increased incidence of liver tumors in B6C3F1 mice. Though the exact mechanism of tumor induction caused by TRI or PER is unknown, metabolic activation is strongly implicated. The major metabolite, trichloroacetic acid (TCA), induces peroxisomal proliferation (PP) in livers of rodents. Evidence suggests that PP in the liver is linked to the development of hepatic carcinomas. Whether PP is causative or just a by-product of liver cancer is unknown, but results establish that human cells do not react to TCA as rodent cells do. The current information on pharmacokinetics and mechanism-of-action for TRI and PER do not support a concern for carcinogenicity of exposed persons, based on findings of cancer in rodents. Moreover, the findings do not suggest a need for quantitative risk assessment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPharmacokinetics. =650 \0$aPerchloroethylene. =650 \0$aTrichloroethylene. =650 \0$aTrichloroethylene$xEnvironmental aspects. =650 14$aTrichloroethylene. =650 24$aPerchloroethylene. =650 24$aPeroxisomal proliferation. =650 24$aPharmacokinetics. =700 1\$aByrd, DM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11096J.htm =LDR 03241nab a2200589 i 4500 =001 JTE11097J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11097J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11097J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA1231.A7 =082 04$a615.9/25715$223 =100 1\$aAndrews, DE.,$eauthor. =245 10$aPreventing and Coping with Water Pollution /$cDE. Andrews, DJ. Cosler. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aHalogenated organic solvents (HOS) have only recently been recognized as a major class of ground water contaminants. The mechanisms for HOS subsurface migration are discussed and the available investigative and remedial techniques summarized. HOS migration involves transport in the saturated and unsaturated zones by any of the following mechanisms: liquid HOS movement, volatilization into and diffusion through the air phase of the unsaturated zone, and aqueous phase transport. Several processes affect the migration. These include advection, dispersion, sorption/desorption, biochemical transformation, volatilization, and diffusion. With an appropriate understanding of how HOS migration occurs, an investigator can more effectively utilize available diagnostic tools such as remote sensing, geophysics, and direct measurements to ascertain the nature, extent, and impacts of a release to the environment. Cost-effective remedial solutions can then be designed and implemented. These solutions can consist of a combination of source control, recovery of "free product", soil remediation, and ground water restoration. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aTreatment. =650 \0$aMonitoring. =650 \0$aSubsurface. =650 \0$aRemediation. =650 \0$aGround water. =650 \0$aContamination. =650 \0$aWaterSupply$xanalysis. =650 \0$aWaterPollution, Chemical$xadverse effects. =650 \0$aWaterSupply$xstandards. =650 14$aHalogenated organic solvents. =650 24$aSubsurface. =650 24$aContamination. =650 24$aGround water. =650 24$aMonitoring. =650 24$aRemediation. =650 24$aTreatment. =700 1\$aCosler, DJ.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11097J.htm =LDR 02218nab a2200469 i 4500 =001 JTE11098J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11098J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11098J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD886.7 =082 04$a363.738/7$223 =100 1\$aGerard, DR.,$eauthor. =245 10$aSolving Air Pollution by Reducing Emission Losses from Solvent Vapor Cleaning Systems /$cDR. Gerard. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b1 =520 3\$aThis paper discusses design of vapor cleaning systems and how proper design can reduce solvent losses from these units. It addresses such items as proper freeboard, work openings, heat balance, compartment dimensions, covers, operational controls, and heating elements. Solvent loss mechanisms are discussed in detail, such as diffusional losses, solvent drag-out, leakage, and poor maintenance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAir pollution. =650 \0$aEmission losses. =650 \0$aAtmosphere$xResearch. =650 \0$aVehicle Emissions. =650 14$aAir pollution. =650 24$aEmission losses. =650 24$aSolvent vapor cleaning systems. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11098J.htm =LDR 03036nab a2200673 i 4500 =001 JTE11093J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11093J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11093J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.7/08 s$223 =100 1\$aBradway, DH.,$eauthor. =245 10$aDevelopment of a Method to Measure Wear on Resilient Flooring-Part II /$cDH. Bradway, WE. Irwin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aAn interlaboratory study conducted by the ASTM F06.33 Task Group on Abrasion and Wear has shown that a correlation exists between the Frick-Taber Method for measuring abrasion resistance and in situ wear. This is a verification of results obtained on European flooring reported by Otto F. V. Frick, National Institute for Material, Stockholm, Sweden. Dr. Frick developed the original grit feeding device which is now manufactured in the United States in a modified form. ASTM Subcommittee F06.30 on Resilient Flooring directed that this work be done to show that a correlation exists using the commercially available abrasion equipment on flooring manufactured in the United States. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFloors. =650 \0$aWear tests. =650 \0$aCorrelation. =650 \0$aAbrasion tests. =650 \0$aTest equipment. =650 \0$aReproducibility. =650 \0$aMechanical tests. =650 \0$aResilient floors. =650 \0$aExperimental design. =650 \0$aLaboratory accessories. =650 \0$aAbrasiontests. =650 \0$aArtificial aggregates. =650 \0$aRoad materials. =650 14$aFloors. =650 24$aResilient floors. =650 24$aMechanical tests. =650 24$aAbrasion tests. =650 24$aWear tests. =650 24$aCorrelation. =650 24$aTest equipment. =650 24$aReproducibility. =650 24$aLaboratory accessories. =650 24$aExperimental design. =700 1\$aIrwin, WE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11093J.htm =LDR 01653nab a2200409 i 4500 =001 JTE11101J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11101J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11101J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD544 =082 04$a541/.3482$223 =100 1\$aSurprenant, KS.,$eauthor. =245 10$aSummary of Symposium on Halogenated Solvents Technology-A Look at the Future /$cKS. Surprenant. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSolvents. =650 \0$aChemical kinetics. =650 \0$aFree radical reactions. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11101J.htm =LDR 02680nab a2200565 i 4500 =001 JTE11102J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1989\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE11102J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE11102J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA931 =082 04$a539.3$223 =100 1\$aGroth, HL.,$eauthor. =245 10$aApparent Stiffness of a Butt Joint with a Thick Adhesive Layer and Elastic-Plastic Adhesives /$cHL. Groth, I. Brottare. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1989. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aThe apparent stiffness of a thick adhesive layer in a butt joint is studied for adhesive materials with elastic-plastic material behavior. The finite element method was used for the determination of the joint stiffness as a function of the nominal strain. It was found that the stiffness obtained for the linear elastic case agreed with linear elastic solutions from the literature. Due to plasticity starting at the intersection of the adhesive and the adherend, the apparent stiffness of the adhesive layer decreases. The apparent stiffness reduction was not noticed below a nominal strain level of 0.5%. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStiffness. =650 \0$aButt joint. =650 \0$aPlasticity. =650 \0$aBi-material bodies. =650 \0$aStress singularity. =650 \0$aFinite element analysis. =650 \0$aElasticity. =650 \0$aAxialstrain. =650 14$aButt joint. =650 24$aStiffness. =650 24$aFinite element analysis. =650 24$aPlasticity. =650 24$aBi-material bodies. =650 24$aStress singularity. =700 1\$aBrottare, I.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 17, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1989$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE11102J.htm =LDR 02882nab a2200589 i 4500 =001 JTE12142J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12142J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12142J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA274 =082 04$a519.23$223 =100 1\$aTan, ACH,$eauthor. =245 10$aCondition Monitoring of a Water Hydraulic Cylinder by Vibration Analysis /$cACH Tan, PSK Chua, GH. Lim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aThis paper attempts to lay some groundwork on reciprocating machines with particular emphasis on a water hydraulic cylinder. The objective is to diagnose a worn-out piston seal by means of vibration analysis. Pulsation theory is used to explain the harmonics produced in reciprocating machines. The cylinder piston seal was removed to simulate actual wearing of the seal. This mod ified machine was tested for its vibration signals and compared against the "healthy condition" state under some loading. LabVIEW® was used as the software interface. Results show that removing the piston seal caused an increase in magnitude at a fundamental fault-dependant frequency in the amplitude spectra. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLeakage. =650 \0$aPulsation. =650 \0$aVibration analysis. =650 \0$aCondition monitoring. =650 \0$aFlow-induced vibration. =650 \0$aWater hydraulic cylinder. =650 \0$aStructural analysis (Engineering) =650 \0$aVibration$xMathematical models. =650 \0$aDamping (Mechanics) =650 14$aCondition monitoring. =650 24$aVibration analysis. =650 24$aWater hydraulic cylinder. =650 24$aLeakage. =650 24$aFlow-induced vibration. =650 24$aPulsation. =700 1\$aChua, PSK,$eauthor. =700 1\$aLim, GH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12142J.htm =LDR 02706nab a2200505 i 4500 =001 JTE12140J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12140J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12140J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS510 =082 04$a535.4$223 =100 1\$aMarasco, PL.,$eauthor. =245 12$aA Comparison of Two Methods for Measuring Light Scattered from Aerospace Transparencies /$cPL. Marasco. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aASTM D 1003 is often used to characterize light scattered (haze) from aerospace transparencies. However, due to the strong angular dependence of light scattered from these materials, information gathered using ASTM D 1003 is limited in determining the effect of scatter on visual performance. Another technique, one capable of measuring scattered light as a function of observation angle and illumination angle similar to ASTM E 167, is more time consuming to perform but yields information that may be better suited to visual modeling. Even though the techniques are considerably different, it is possible to compare measurements made on several samples using these two methods. This paper compares the results of measurements made using both test procedures on a number of transparent parts. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLight scatter. =650 \0$aAerospace transparencies. =650 \0$aElectromagnetic waves$xTransmission. =650 \0$aDiffraction. =650 \0$aLight$xScattering. =650 14$aLight scatter. =650 24$aHaze. =650 24$aASTM D 1003. =650 24$aASTM E 167. =650 24$aAerospace transparencies. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12140J.htm =LDR 02373nab a2200601 i 4500 =001 JTE12137J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12137J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12137J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC377 =082 04$a616.8/34$223 =100 1\$aHewitt, RL.,$eauthor. =245 10$aEffects of Fixturing Mass on Dynamic Strain Errors in Structural Fatigue Testing /$cRL. Hewitt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aImprovements in control systems have allowed significant increases in testing frequencies for full-scale aircraft structural fatigue tests. This means that it is possible to be testing at frequencies that result in significant dynamic strains, with consequent over-testing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrain. =650 \0$aControl. =650 \0$aFatigue. =650 \0$aAircraft. =650 \0$aModeling. =650 \0$aSimulation. =650 \0$aDynamic errors. =650 \0$aFull-scale testing. =650 \0$aMultiple sclerosis. =650 \0$aMultiple sclerosis$xExercise therapy. =650 14$aAircraft. =650 24$aStrain. =650 24$aDynamic errors. =650 24$aControl. =650 24$aFatigue. =650 24$aFull-scale testing. =650 24$aModeling. =650 24$aSimulation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12137J.htm =LDR 03213nab a2200565 i 4500 =001 JTE12141J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12141J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12141J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ254.5 =082 04$a621.402/3$223 =100 1\$aSivapullaiah, PV.,$eauthor. =245 10$aOptimum Lime Content for Fly Ashes and the Role of the Curing Period /$cPV. Sivapullaiah, JP. Prashanth, A. Sridharan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aThe determination of the optimum lime content of fly ash is very important to enhance its use. Recently, methods have been established to obtain the optimum lime content of fly ashes. Strength obtained at different ages becomes important for different applications. The effect of the curing period on the optimum lime content of fly ashes is not established, nor are methods available for obtaining the same. Based on detailed strength tests on different fly ashes with various lime contents after curing for different periods, it has been established that the effect of the curing period becomes important for optimum lime content of certain fly ashes depending upon their chemical composition. The optimum lime content corresponds to the production of a maximum amount of calcium silicate hydrate compounds of Type I. In addition to the strength test, the sediment volume test has also been used to study the effect of the curing period on the optimum lime content of the fly ashes. Both methods compared well and hence the simpler free swell sediment volume test may be adopted. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFly ash. =650 \0$aCuring period. =650 \0$aFree swell index. =650 \0$aPozzolanic reactivity. =650 \0$aCalcium silicate hydrate. =650 \0$aCombustion engineering. =650 14$aCalcium silicate hydrate. =650 24$aCuring period. =650 24$aFly ash. =650 24$aFree swell index. =650 24$aLime. =650 24$aPozzolanic reactivity. =650 24$aUnconfined compressive strength. =700 1\$aPrashanth, JP.,$eauthor. =700 1\$aSridharan, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12141J.htm =LDR 02682nab a2200505 i 4500 =001 JTE12143J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12143J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12143J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.87 =082 04$a006.3$223 =100 1\$aWang, HF.,$eauthor. =245 10$aFault Diagnosis Theory :$bMethod and Application Based on Multisensor Data Fusion /$cHF. Wang, JP. Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aThis article discusses the elementary theory and method of condition monitoring and fault diagnosis in complex mechanical systems, using multisensor data fusion and integration technology. The basic concept of decision-layer multi-sensor data fusion, i.e., Dempster-Shafer evidence theory, is concisely described. The algorithms and implementation of decision-layer data fusion for condition monitoring and fault diagnosis, based on Dempster-Shafer evidence theory, are studied. We present an approach to diagnose multiple faults of a working diesel engine, based on the above algorithms. The analysis results show that this approach effectively improves the accuracy and reliability of fault diagnosis of the diesel engine. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDiesel engine. =650 \0$aFault diagnosis. =650 \0$aMulti-sensor data fusion. =650 \0$aArtificial intelligence. =650 \0$aBelief functions (Probabilities) =650 14$aDiesel engine. =650 24$aFault diagnosis. =650 24$aDempster-Shafer evidence theory. =650 24$aMulti-sensor data fusion. =700 1\$aWang, JP.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12143J.htm =LDR 02998nab a2200529 i 4500 =001 JTE12136J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12136J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12136J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ254.5 =082 04$a621.402/3$223 =100 1\$aSridharan, A.,$eauthor. =245 10$aLiquid Limit Determination of Class F Coal Ash /$cA. Sridharan, NS. Pandian, PS. Prasad. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aLarge production of coal ash, a waste material, demands its bulk utilization. Bulk utilization of these ashes is possible only through geotechnical applications such as embankment construction, as a back-fill material, a subbase material, and the like. Hence their physical and engineering properties need to be determined for effective utilization. Liquid limit is one of the important physical properties. The existing popular methods of liquid limit de termination of soils, namely Casagrande's percussion method and the falling cone method, have limitations for their use in nonplastic materials like coal ash. In this paper, a new method has been proposed to determine the liquid limit of coal ash. The proposed method is based on the premise that at its liquid limit water content, soil/coal ash does not imbibe or give out any water under a particular vertical stress under the Ko condition. This vertical stress is found to be 0.9 kPa. Experimental results are presented to substantiate the proposed method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCoal ash. =650 \0$aLiquid limit. =650 \0$aGeotechnical applications. =650 \0$aCombustion engineering. =650 \0$aFly ash. =650 14$aGeotechnical applications. =650 24$aLiquid limit. =650 24$aEquilibrium water content nonplastic. =650 24$aCoal ash. =650 24$aFly ash. =700 1\$aPandian, NS.,$eauthor. =700 1\$aPrasad, PS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12136J.htm =LDR 03335nab a2200649 i 4500 =001 JTE12139J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12139J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12139J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA425 =082 04$a693/.1$223 =100 1\$aAbdel-Halim, MAH,$eauthor. =245 10$aAssessment of Misalignments in Some Selected Buildings in Jordan and Their Structural Effects /$cMAH Abdel-Halim, MT. Obaidat. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b9 =520 3\$aA field survey was performed to assess horizontal and vertical misalignments and their structural effects in some selected buildings in Irbid City, Jordan. Fifty-two building units were selected as representative of the construction practice of residential buildings in Jordan after the Gulf War during the nineties. Buildings in the inventory were low-rise with one to four stories above ground. Story height ranged typically from 2.80 to 3.30 m. Field measurements for misalignments in the exterior elements of twentyone buildings were collected. Twelve of these buildings have concrete-backed stone masonry walls that serve as bearing walls, and nine buildings have skeletons which serve as reinforced concrete frames in-filled with hollow concrete blocks. Also, field measurements for misalignments in the interior elements of thirty-one buildings with skeletons of reinforced concrete frames filled in with hollow concrete blocks have been collected using the concept of the intersection algorithm. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStandards. =650 \0$aTolerances. =650 \0$aIntersection. =650 \0$aMisalignments. =650 \0$aMasonry blocks. =650 \0$aMasonry stones. =650 \0$aStatic actions. =650 \0$aConcrete construction. =650 \0$aSurveying instruments. =650 \0$aConcrete blocks. =650 \0$aBricks$xCongresses. =650 \0$aConcrete blocks$xCongresses. =650 14$aMisalignments. =650 24$aIntersection. =650 24$aSurveying instruments. =650 24$aStatic actions. =650 24$aConcrete construction. =650 24$aMasonry blocks. =650 24$aMasonry stones. =650 24$aTolerances. =650 24$aStandards. =700 1\$aObaidat, MT.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12139J.htm =LDR 02388nab a2200565 i 4500 =001 JTE12138J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12138J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12138J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8/5$223 =100 1\$aCooley, LA.,$eauthor. =245 10$aEvaluation of Density Gradients in Loaded Wheel Tester Samples /$cLA. Cooley, PS. Kandhal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b3 =520 3\$aThe Asphalt Pavement Analyzer is a tool used to estimate the rutting potential of hot mix asphalt (HMA). This device is essentially the second generation of the Georgia Loaded Wheel Tester. It measures rutting potential by applying a moving wheel load to the surface of an HMA sample through a pressurized linear hose. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRutting. =650 \0$aHot mix asphalt. =650 \0$aAsphalt pavement. =650 \0$aDensity gradient. =650 \0$aAsphalt. =650 \0$aBituminous pavements. =650 \0$aPavement components. =650 14$aAsphalt pavement analyzer. =650 24$aAPA. =650 24$aDensity gradient. =650 24$aHot mix asphalt. =650 24$aRutting. =650 24$aSuperpave gyratory compactor. =650 24$aAsphalt vibratory compactor. =700 1\$aKandhal, PS.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12138J.htm =LDR 03213nab a2200505 i 4500 =001 JTE12135J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12135J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12135J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1075 =082 04$a621.8/9$223 =100 1\$aPandian, NS.,$eauthor. =245 10$aAngle of Internal Friction for Pond Ashes /$cNS. Pandian, A. Sridharan, S. Srinivas. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b8 =520 3\$aThermal power stations use pulverized coal as fuel, producing enormous quantities of ash as a waste product of combustion. Nearly 800 million metric tons of ash is produced each year all over the world. In India, presently 97 million metric tons of ash is produced annually by power stations. The problem of ash disposal is a difficult one due to the limited availability of vacant space around the power plants. In view of the large quantities of ash, its bulk utilization is essential, which is possible only through geotechnical applications such as embankments, back-fill material, subbase material, and the like. For the above applications, one of the important engineering properties is the angle of internal friction, which is determined either by box shear or triaxial shear tests. This paper examines the angle of repose of pond ashes and its relation with the angle of internal friction, using direct shear tests. Determination of the angle of repose is an easy and quick procedure for cohesionless materials. The angles of repose of sand and of quarry dust also are examined for comparison purposes. A relationship between angle of internal friction for materials in the loose, dry condition and the angle of repose is established. Further, a simpler method of measurement of the angle of repose is proposed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFly ash. =650 \0$aParticle size. =650 \0$aAngle of repose. =650 \0$aSurface preparation. =650 14$aAngle of internal friction. =650 24$aAngle of repose. =650 24$aParticle size. =650 24$aFly ash. =700 1\$aSridharan, A.,$eauthor. =700 1\$aSrinivas, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12135J.htm =LDR 02800nab a2200505 i 4500 =001 JTE12145J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12145J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12145J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD71.8 =082 04$a543.00141$223 =100 1\$aBritton, PW.,$eauthor. =245 10$aMethod-Specific Precision and Bias Relationships Developed from Data Submitted During USEPA Wastewater Laboratory Performance Evaluation Studies /$cPW. Britton. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aThis paper documents the process used the United States Environmental Protection Agency (USEPA) to estimate the mean and standard deviation of data reported by in-control wastewater laboratories during Water Pollution (WP) studies. This process is then applied to the data reported for each specific sample, analyte, and method in ten WP studies and linear relationships between the mean response and true analyte concentration, and between the interlaboratory standard deviation of responses and true analyte concentration, are presented. Such relationships can be invaluable as background information for anyone who must conduct an interlaboratory study using the same methods to analyze similar interference-free samples, or who must evaluate the analytical quality of such data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAnalytical quality. =650 \0$aPerformance evaluation. =650 \0$aInterlaboratory studies. =650 \0$aQuality assurance. =650 \0$aScience. =650 14$aWastewater analytical methods. =650 24$aInterlaboratory studies. =650 24$aStatistical relationships. =650 24$aAnalytical quality. =650 24$aPerformance evaluation. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12145J.htm =LDR 03046nab a2200577 i 4500 =001 JTE12132J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12132J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12132J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7870.15 =082 04$a621.381/046$223 =100 1\$aKolay, PK.,$eauthor. =245 10$aEffect of Zeolitization on Compaction, Consolidation, and Permeation Characteristics of a Lagoon Ash /$cPK. Kolay, DN. Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b30 =520 3\$aA common method of disposing of ash generated from coal-fired thermal power plants is wet disposal, where the ash is mixed with water to make a slurry and is disposed of in ash ponds or lagoons. Such a disposal system allows for ash-water interaction, and alkalis present in the ash react with water, leading to the formation of ash zeolites. Formation of zeolites alters the overall properties of the ash. Controlled laboratory experiments have been conducted on a lagoon ash to determine the effects of zeolitization on its physico-chemico-mineralogical properties. Further investigations have been carried out to demonstrate the effect of zeolitization of the ash on its geotechnical properties such as its compaction, consolidation, and permeation characteristics. Such a study is required for bulk utilization of the ash (as a fill material) where compaction, consolidation, and permeation properties are most important. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aZeolites. =650 \0$aCompaction. =650 \0$aLagoon ash. =650 \0$aPermeability. =650 \0$aConsolidation. =650 \0$aCharacterization. =650 \0$aMiniature compactor. =650 \0$aElectronics$xMaterials$xPermeability. =650 14$aLagoon ash. =650 24$aCharacterization. =650 24$aZeolites. =650 24$aCompaction. =650 24$aMiniature compactor. =650 24$aConsolidation. =650 24$aPermeability. =700 1\$aSingh, DN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12132J.htm =LDR 03103nab a2200589 i 4500 =001 JTE12133J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12133J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12133J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a624.1/71$223 =100 1\$aShindo, Y.,$eauthor. =245 10$aFinite Element Analysis and Small Punch Testing for Determining the Cryogenic Fracture Toughness of Austenitic Stainless Steel Welds /$cY. Shindo, K. Horiguchi, T. Sugo, Y. Mano. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b17 =520 3\$aThe small punch (SP) test has been used successfully to characterize the elastic-plastic fracture toughness (JIC) of structural alloys and weldments for superconducting magnets in fusion energy systems with thin plate specimens of 10 by 10 by 0.5 mm. This study was performed to demonstrate the feasibility of performing SP tests on austenitic stainless steels and their welds at liq uid helium temperature (4 K). Correlations between SP energy, equivalent fracture strain, and JIC were assessed. All JIC data were obtained using 25 mm thick compact specimens that followed the standard test method for JIC. A finite element analysis was also performed to convert the experimentally measured load-displacement data into useful engineering information. The maximum strain en ergy density was calculated and correlated with JIC. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWelds. =650 \0$aCryomechanics. =650 \0$aFracture toughness. =650 \0$aSmall punch testing. =650 \0$aLiquid helium temperature. =650 \0$afinite element analysis. =650 \0$aStructural analysis (Engineering) =650 14$aCryomechanics. =650 24$aFinite element analysis. =650 24$aSmall punch testing. =650 24$aAustenitic stainless steels. =650 24$aWelds. =650 24$aFracture toughness. =650 24$aLiquid helium temperature. =700 1\$aHoriguchi, K.,$eauthor. =700 1\$aSugo, T.,$eauthor. =700 1\$aMano, Y.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12133J.htm =LDR 03096nab a2200577 i 4500 =001 JTE12134J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12134J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12134J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP968 =082 04$a668.3$223 =100 1\$aSrivastava, V.,$eauthor. =245 10$aExperimental Evaluation of the Dynamic Shear Strength of Adhesive-Bonded Lap Joints /$cV. Srivastava, A. Shukla, V. Parameswaran. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aAn experimental method utilizing a novel specimen geometry was developed to determine dynamic shear strength of adhesive-bonded lap joints using the classical Split Hopkinson Pressure Bar (SHPB) technique in compression. The specimens were loaded dynamically at four different loading rates, and the transmitted load through the joint was obtained from the time-resolved strain history assuming one-dimensional stress wave propagation. The shear strength of the joint was determined from the maximum transmitted load, assuming the load was transferred predominantly as shear load through the adhesive-bonded joint. The shear strength of a lap joint bonded using a general purpose epoxy adhesive was obtained at loading rates varying from quasi-static to 2300 N/µs. The results indicate that as the loading rates are increased to 1000 N/µs the shear strength of the particular adhesivebonded lap joint increases to three times its static value, after which it stabilizes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aLap joint. =650 \0$aStress wave. =650 \0$aLoading rate. =650 \0$aHopkinson bar. =650 \0$aImpact loading. =650 \0$aAdhesive shear strength. =650 \0$aAdhesives. =650 \0$aJoints (Engineering) =650 14$aLap joint. =650 24$aAdhesive shear strength. =650 24$aHopkinson bar. =650 24$aImpact loading. =650 24$aLoading rate. =650 24$aStress wave. =700 1\$aShukla, A.,$eauthor. =700 1\$aParameswaran, V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12134J.htm =LDR 02698nab a2200517 i 4500 =001 JTE12144J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2000\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12144J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12144J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD565 =082 04$a541.3/72$223 =100 1\$aSivapullaiah, PV.,$eauthor. =245 10$aConsolidation Behavior of Bentonite in Electrolyte Solutions /$cPV. Sivapullaiah, S. Savitha. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2000. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aVolume change behavior of clays in different pore fluids is very important in their use as compacted clay liners for landfills. The present study brings out the variations in the consolidation behavior of bentonite compacted at Proctor's optimum conditions in different electrolyte solutions. Qualitatively the behavior can be explained using diffuse double layer theory. Existing methods to calculate theoretically e-log p curves based on this theory have been referred to the theoretical curves that agree closely with experimental curves. Clay properties, which are critical in the theoretical prediction of the curves, have been identified. However, the effect of potassium ions, which link bentonite clay particles, cannot be assessed by diffuse double layer theory. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aBentonite. =650 \0$aElectrolytes. =650 \0$aConsolidation. =650 \0$aDouble layer theory. =650 \0$aInterfaces (Physical sciences) =650 14$aBentonite. =650 24$aClay. =650 24$aConsolidation. =650 24$aDouble layer theory. =650 24$aElectrolytes. =700 1\$aSavitha, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 28, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2000$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12144J.htm =LDR 02988nab a2200529 i 4500 =001 JTE10658J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10658J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10658J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHV5824.W6 =082 04$a362.29/82/0820973$223 =100 1\$aMcLellan, DL.,$eauthor. =245 10$aFailure Load Criteria for Two Collinear Cracks in a Finite Width Strip /$cDL. McLellan, UG. Goranson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThe failure load characteristics of finite width strips containing eccentrically located collinear cracks have been determined for a variety of crack combinations. In addition to single cracks, the three cases of two edge cracks of unequal lengths, one edge crack with one internal crack, and two internal cracks have been investigated and analyzed. Combined with the confirmed behaviors for the center crack, the single edge crack, and the symmetrical double edge crack, criteria have been developed to characterize the failure loads for each case. Two internal cracks are described by an elliptical failure load surface with limits of single eccentrically located cracks. The elliptical failure load surface also applies to the case of one edge crack with one internal crack. Two edge cracks demonstrate behaviors which are described by a hyperbolic failure load surface, and are limited by the single edge crack condition. The axis of symmetry for this type of surface is the symmetrical double edge crack behavior. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCracks. =650 \0$aCollinear cracks. =650 \0$aResidual strength. =650 \0$aFailure load surfaces. =650 \0$aCrack(Drug) =650 \0$aCrack. =650 \0$aCrackCocaine. =650 14$aCracks. =650 24$aCollinear cracks. =650 24$aResidual strength. =650 24$aFailure load surfaces. =700 1\$aGoranson, UG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10658J.htm =LDR 02173nab a2200517 i 4500 =001 JTE10654J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10654J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10654J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a620.136$223 =100 1\$aHalsted, LE.,$eauthor. =245 12$aA Simple Accelerated Strength Test for Portland Cements /$cLE. Halsted. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA simple accelerated test for measuring the strengths of portland cements is presented. The test uses 2-in. (50-mm) mortar cubes, cured in a standard cement testing autoclave. With this method it is possible to accurately predict the 28-day cube strengths in two days. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAutoclaving. =650 \0$aPortland cements. =650 \0$aAccelerated tests. =650 \0$aMechanical properties. =650 \0$aPortland cement. =650 \0$aConcrete. =650 \0$aAsphalt concrete. =650 14$aPortland cements. =650 24$aAccelerated tests. =650 24$aAutoclaving. =650 24$aMechanical properties. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10654J.htm =LDR 02414nab a2200553 i 4500 =001 JTE10659J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10659J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10659J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP1117 =082 04$a303.48/3$223 =100 1\$aFindley, WN.,$eauthor. =245 13$aAn Extensometer for Circumferential Strains /$cWN. Findley, RM. Reed. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aAn instrument is described for measuring circumferential strains in plastic specimens of circular cross section. It consists of four direct-current differential transformers (DCDTs) suitably mounted on an invar ring. The DCDTs probe the position of the surface of the specimen at opposite ends of two mutually perpendicular diameters. Examples of performance are given for creep of a thin-walled tube of polyurethane. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aStrains. =650 \0$aExtensometers. =650 \0$aCircumferential strain. =650 \0$aDifferential transformers. =650 \0$aPlastics. =650 \0$aPlastics industry and trade. =650 14$aExtensometers. =650 24$aStrains. =650 24$aPlastics. =650 24$aCreep. =650 24$aCircumferential strain. =650 24$aDifferential transformers. =700 1\$aReed, RM.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10659J.htm =LDR 03409nab a2200745 i 4500 =001 JTE10662J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10662J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10662J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA645 =082 04$a620.136$223 =100 1\$aRosskopf, PA.,$eauthor. =245 10$aEffect of Various Accelerating Chemical Admixtures on Setting and Strength Development of Concrete /$cPA. Rosskopf, FJ. Linton, RB. Peppler. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aA study of the rate of hardening of concretes which contain inorganic accelerators demonstrates the superior performance of calcium chloride. However, there are significant changes in the compressive strength of concretes at various ages when accelerators are employed. Calorimetric studies of cement mortars show the advantages as an accelerator that calcium chloride maintains over other inorganic salts. Also, calorimetric tests demonstrate what appears to be different mechanisms of acceleration between different kinds of accelerators. Differential thermal analysis (DTA) techniques were applied to a study of the effect of calcium chloride and calcium formate on the early stages of hydration of a cement. DTA patterns show definite differences between the function of the accelerators. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHydration. =650 \0$aAdmixtures. =650 \0$aRetardation. =650 \0$aHalogen salts. =650 \0$aOrganic salts. =650 \0$aInorganic salts. =650 \0$aHeat measurement. =650 \0$aPortland cements. =650 \0$aCalcium chlorides. =650 \0$aCompressive strength. =650 \0$aHardening (materials) =650 \0$aAccelerating (chemistry) =650 \0$aConcretes. =650 \0$aBuilding laws. =650 14$aConcretes. =650 24$aAdmixtures. =650 24$aHardening (materials) =650 24$aCompressive strength. =650 24$aAccelerating (chemistry) =650 24$aPortland cements. =650 24$aOrganic salts. =650 24$aInorganic salts. =650 24$aHalogen salts. =650 24$aCalcium chlorides. =650 24$aHeat measurement. =650 24$aDifferential thermal analysis. =650 24$aHydration. =650 24$aRetardation. =700 1\$aLinton, FJ.,$eauthor. =700 1\$aPeppler, RB.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10662J.htm =LDR 02545nab a2200649 i 4500 =001 JTE10656J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10656J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10656J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK4660 =082 04$a671.4$223 =100 1\$aStarr, CD.,$eauthor. =245 10$aLife Testing of Enclosed Heating Elements /$cCD. Starr. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aLife tests of 80Ni-20Cr, 70Ni-30Cr, and 35Ni-30Cr-35Fe alloys were conducted in enclosed elements. The life to burnout in accelerated tests at double the rate power, 500 W, gave a life of about 500 h, while tests at rated power, 250 W, were stopped after 20,000 h. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWire. =650 \0$aLife tests. =650 \0$aResistance. =650 \0$aCyclic tests. =650 \0$aHeating coils. =650 \0$aQuality control. =650 \0$aMagnesium oxides. =650 \0$aAccelerated tests. =650 \0$aNickel chromium alloys. =650 \0$aTubes, Steel$xWelding$xStandards. =650 \0$aStainless steel$xWelding$xStandards. =650 \0$aNickel-chromium alloys$xWelding. =650 14$aLife tests. =650 24$aNickel chromium alloys. =650 24$aNickel chromium iron alloys. =650 24$aHeating coils. =650 24$aAccelerated tests. =650 24$aCyclic tests. =650 24$aQuality control. =650 24$aMagnesium oxides. =650 24$aResistance. =650 24$aWire. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10656J.htm =LDR 02633nab a2200589 i 4500 =001 JTE10661J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10661J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10661J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD181.C2 =082 04$a546/.393/24$223 =100 1\$aKantro, DL.,$eauthor. =245 10$aTricalcium Silicate Hydration in the Presence of Various Salts /$cDL. Kantro. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aThe hydration of tricalcium silicate (C3S) in the presence of various salts has been investigated by means of conduction calorimetry. The salts used have been classified into four groups on the basis of their reactions with C3S. The temperature dependence of hydration has been examined for C3S by itself and in the presence of four salts. The apparent activation energy varies with extent of hydration, decreasing initially to a nearly constant value, and falling off again as diffusion control sets in. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCalorimeters. =650 \0$aPortland cements. =650 \0$aActivation energy. =650 \0$aCalcium chlorides. =650 \0$aCalcium silicates. =650 \0$aAccelerating (chemistry) =650 \0$aCalciumaluminate. =650 \0$aCalciumsilicates. =650 \0$aHydration. =650 \0$aPortland cement. =650 14$aCalcium silicates. =650 24$aCalcium chlorides. =650 24$aHydration. =650 24$aCalorimeters. =650 24$aActivation energy. =650 24$aAccelerating (chemistry) =650 24$aPortland cements. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10661J.htm =LDR 03529nab a2200637 i 4500 =001 JTE10652J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10652J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10652J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA645 =082 04$a620.136$223 =100 1\$aWills, MH.,$eauthor. =245 10$aEarly Assessment of Concrete Quality by Accelerating Compressive Strength Development with Heat (Results of ASTM's Cooperative Test Program) /$cMH. Wills. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aRapid concrete construction practices have led to increasing pressure to assess the quality of concrete at a very early age.Therefore, a cooperative test program was conducted among nine laboratories to evaluate several existing test procedures involving the use of either hot water, boiling water, or the heat of hydration of portland cement to provide heat necessary to accelerate the compressive strength development of concrete.Depending upon which procedure was employed, the amount of acceleration ranged from 1.1 to 2.5 times the strength developed after the same period of moist curing.Statistical analyses of the data justified adoption of a standard method that can be used to judge the quality of concrete soon after mixing.This method involves three procedures of accelerated curing which are limited to concrete made with the same materials and tested by the same laboratory.It has been designated ASTM C 684-74 (Making, Accelerated Curing, and Testing of Concrete Compression Test Specimens) Use of it, under the conditions stated therein, results in as reliable an evaluation of the quality of the concrete at one or two days of age as compared to that measured at 28 days of age according to ASTM C 31-69 (Making and Curing Concrete Test Specimens in the Field) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aWater. =650 \0$aCuring. =650 \0$aBoiling. =650 \0$aHeating. =650 \0$aStandards. =650 \0$aPortland cements. =650 \0$aHeat of hydration. =650 \0$aCompressive strength. =650 \0$aAccelerating (chemistry) =650 \0$aConcretes. =650 \0$aBuilding laws. =650 14$aConcretes. =650 24$aCompressive strength. =650 24$aAccelerating (chemistry) =650 24$aCuring. =650 24$aPortland cements. =650 24$aHeating. =650 24$aHeat of hydration. =650 24$aBoiling. =650 24$aWater. =650 24$aStandards. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10652J.htm =LDR 02642nab a2200577 i 4500 =001 JTE10655J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10655J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10655J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a380.5$223 =100 1\$aBlachère, JR.,$eauthor. =245 10$aFreezing and Thawing Tests and Theories of Frost Damage /$cJR. Blachère, JE. Young. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aCyclic freezing and thawing tests on structural clay materials are reported. These results and those of recent studies on the freezing of water in consolidated porous materials and the theories of frost damage are used to discuss the mechanisms of pressure generation and relief mechanism. It is concluded that the major mechanisms of stress generation and relief during the freezing of water in porous materials may be different for small or large cooling rates, and that it is probable that freezing and thawing tests can be accelerated, although it should be done with great caution. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDamage. =650 \0$aMelting. =650 \0$aFreezing. =650 \0$aFrost effects. =650 \0$aPorous materials. =650 \0$aStructural clay products. =650 \0$aPavements$xFrost damage. =650 \0$aSoil freezing. =650 \0$aFrost heaving. =650 14$aFreezing. =650 24$aMelting. =650 24$aStructural clay products. =650 24$aPorous materials. =650 24$aFrost effects. =650 24$aDamage. =700 1\$aYoung, JE.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10655J.htm =LDR 02765nab a2200601 i 4500 =001 JTE10657J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10657J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10657J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.A58 =082 04$a620.1/1297$223 =100 1\$aBhattacharya, S.,$eauthor. =245 12$aA New Method of Detecting Fatigue Crack Propagation in Ferromagnetic Specimens /$cS. Bhattacharya, K. Schröder. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aThis paper describes a new method for detecting fatigue crack growth in ferromagnetic specimens. This method is similar to the Barkhausen effect type of measurement, where discontinuous voltage pulses are induced in a pickup coil surrounding a specimen when the specimen is magnetized slowly. As a fatigue crack grows, similar voltage pulses are generated. Simultaneous display of the Barkhausen-type magnetic signals and the acoustic emission signals during fatigue crack propagation show that they are correlated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMagnetic signals. =650 \0$aAcoustic emission. =650 \0$aBarkhausen effect. =650 \0$aCrack propagation. =650 \0$aFatigue (materials) =650 \0$aNondestructive tests. =650 \0$aSignal to noise ratio. =650 \0$aFerromagnetic materials. =650 \0$aNanocrystals. =650 14$aFatigue (materials) =650 24$aCrack propagation. =650 24$aFerromagnetic materials. =650 24$aBarkhausen effect. =650 24$aMagnetic signals. =650 24$aAcoustic emission. =650 24$aNondestructive tests. =650 24$aSignal to noise ratio. =700 1\$aSchröder, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10657J.htm =LDR 02779nab a2200589 i 4500 =001 JTE10660J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10660J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10660J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP884.A3 =082 04$a620.1/36$223 =100 1\$aSkalny, J.,$eauthor. =245 10$aMechanisms of Acceleration by Calcium Chloride :$bA Review /$cJ. Skalny, JN. Maycock. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b57 =520 3\$aCalcium chloride (CaCl2) is a well-known accelerator of the hydration of concrete. Its activity is very complex, and a meaningful mechanistic interpretation requires an assessment of the effect of CaCl2 on each of the individual clinker mineral components. This paper reviews the considerable literature associated with hydration acceleration of calcium silicates, aluminates, and ferrites in the presence of CaCl2. It attempts to cover all of the most meaningful data and observed effects and to relate these effects to various proposed mechanisms. Where appropriate, the reviewed work is critiqued, and suggestions for potentially important new fields of research are offered. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCements. =650 \0$aClinker. =650 \0$aConcretes. =650 \0$aHydration. =650 \0$aCalcium chlorides. =650 \0$aReaction mechanisms. =650 \0$aAccelerating (chemistry) =650 \0$aConcrete$xAdditives. =650 \0$aCalcium chloride. =650 14$aCalcium chlorides. =650 24$aAccelerating (chemistry) =650 24$aHydration. =650 24$aCements. =650 24$aConcretes. =650 24$aClinker. =650 24$aReaction mechanisms. =700 1\$aMaycock, JN.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10660J.htm =LDR 02435nab a2200577 i 4500 =001 JTE10653J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1975\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE10653J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE10653J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1540 =082 04$a621.36/75$223 =100 1\$aGoldberg, JL.,$eauthor. =245 10$aHolographic Interferometry for Measuring Swelling of Hardened Concrete /$cJL. Goldberg, KM. O'Toole, H. Roper. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1975. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b5 =520 3\$aHolographic interferometry is used to study the deformation of one surface of a concrete test specimen while water is allowed to diffuse into the body of the material. The potential of this new approach for examining the dynamic behavior of swelling concrete is demonstrated by applying the technique to two hardened concrete test specimens made with different aggregate materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSwelling. =650 \0$aConcretes. =650 \0$aShrinkage. =650 \0$aAggregates. =650 \0$aDeformation. =650 \0$aInterferometers. =650 \0$aHolography. =650 14$aConcretes. =650 24$aHolography. =650 24$aSwelling. =650 24$aInterferometers. =650 24$aShrinkage. =650 24$aDeformation. =650 24$aAggregates. =700 1\$aO'Toole, KM.,$eauthor. =700 1\$aRoper, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 3, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 1975$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE10653J.htm =LDR 03424nab a2200565 i 4500 =001 JTE12548J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12548J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12548J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE5091 =082 04$a625.7$223 =100 1\$aParker, J.,$eauthor. =245 10$aComparison of Methods for Measuring Moisture Content of Aggregate and Asphalt-Aggregate Paving Mixtures /$cJ. Parker, ER. Brown. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aResidual moisture in hot asphalt-aggregate paving mixtures is a function of aggregate type, environmental conditions, and production rate. This moisture is detrimental to pavement performance. Residual moisture can be controlled, but a simple method is needed to measure the moisture content of asphalt-aggregate paving mixtures during the construction process. Currently the only standardized method for determining moisture content of asphalt-aggregate mixtures is the distillation procedure (ASTM D 1461), a method generally too cumbersome for routine production testing and hence not used in field laboratories. Moisture content measurements on a variety of materials (aggregates and asphalt-aggregate mixtures) with the distillation procedure and with conventional and microwave ovens for drying were compared and analyzed. Drying with a microwave or conventional oven gives slightly higher moisture contents than the distillation procedure. Efficiency of drying is apparently the primary reason for the differences. Considering the magnitude of the observed differences in measured moisture content and the relative difficulty of the D 1461 test procedures, the microwave method is recommended for routine moisture content determination for asphalt-aggregate mixtures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMicrowave. =650 \0$aDistillation. =650 \0$aTest methods. =650 \0$aConvention oven. =650 \0$aMoisture content. =650 \0$aAsphalt concrete$xMoisture$xTesting. =650 \0$aAsphalt concrete$xMixing$xTesting. =650 \0$aPavements, Asphalt$xAdditives$xTesting. =650 14$aAsphalt-aggregate paving mixture. =650 24$aMoisture content. =650 24$aTest methods. =650 24$aDistillation. =650 24$aMicrowave. =650 24$aConvention oven. =700 1\$aBrown, ER.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12548J.htm =LDR 03367nab a2200553 i 4500 =001 JTE12547J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12547J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12547J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a620.1/127$223 =100 1\$aTan, S-A,$eauthor. =245 10$aNondestructive Density Measurements of Cylindrical Specimens by Gamma-Ray Attenuation /$cS-A Tan, T-F Fwa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b7 =520 3\$aNondestructive density measurement of cylindrical specimens in the laboratory has several important applications. Many specimens in civil engineering laboratory testing are usually in the form of cylinders; undisturbed soil samples and field cores of concrete and asphaltic materials are primary examples. This paper describes a nondestructive laboratory technique for density measurement that can achieve a 95% confidence limit on the order of ± 0.01 g/cm3 for a useful range of density from 0.8 to 2.7 g/cm3, relevant to the above materials. The technique uses a 5 milliCurie (mCi) Cesium 137 source with a scintillation detector and counter assembly to record the radiation transmitted through the specimen. This is converted to a density value by calibration to an empirical radiation attenuation law. The principles of the method are described with consideration to the variables of the measuring system and the specimen geometry. It is shown that for solid cylindrical specimens of the materials tested, the radiation attenuation law is satisfied to a very high degree. From the law, a diameter ratio to count ratio relationship is established. Thus detailed calibration is only necessary for specimens of one diameter to determine the density of specimens of other diameters. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGamma-rays. =650 \0$aDensity measurement. =650 \0$aLaboratory apparatus. =650 \0$aNondestructive tests. =650 \0$aRadiation attenuation. =650 \0$aNondestructive testing. =650 \0$aQuality control. =650 \0$aEngineering inspection. =650 14$aNondestructive tests. =650 24$aGamma-rays. =650 24$aRadiation attenuation. =650 24$aDensity measurement. =650 24$aLaboratory apparatus. =700 1\$aFwa, T-F,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12547J.htm =LDR 02667nab a2200517 i 4500 =001 JTE12541J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12541J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12541J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/66$223 =100 1\$aPellicane, PJ.,$eauthor. =245 10$aMechanical Behavior of Nailed Joints with Various Side Member Materials /$cPJ. Pellicane. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b15 =520 3\$aResearch was conducted to define and compare the mechanical behavior of nailed joints connecting solid wood to eleven commonly used side member products frequently used in construction. Two hundred twenty eight (228) joints were laterally loaded to the allowable load defined by the National Design Specifications, unloaded to zero, then loaded to failure. Solid-sawn Douglas-fir and Engelmann spruce 2 x 4 nominal dimension lumber was used as the main members, while side member materials consisted of southern pine and Douglas-fir plywood of two thicknesses, oriented strand board (OSB), hardboard, particleboard, waferboard, insulation board, gypsum board, and western red cedar solid wood siding. Nail sizes were 6d and 8d common wire nails. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStrength. =650 \0$aLoad-slip. =650 \0$aNailed joints. =650 \0$aStrains and stresses. =650 \0$aSteel$xFracture. =650 \0$aMetals$xFracture. =650 \0$aFracturemechanics. =650 14$aNailed joints. =650 24$aStrength. =650 24$aLoad-slip. =650 24$aSolid and composite side members. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12541J.htm =LDR 02319nab a2200541 i 4500 =001 JTE12546J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12546J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12546J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a621.48/35$223 =100 1\$aGradin, PA.,$eauthor. =245 14$aThe Influence of Friction on the Compliance and Crack Work Rate of an End Notched Flexure Specimen /$cPA. Gradin, CG. Gustafson, M. Hojo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b6 =520 3\$aThe influence of friction on the compliance and crack work release rate of an end notched flexure (ENF) specimen is investigated.The analysis includes asymmetric ENF configurations (i.e., when the crack is not on the specimen center line) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFriction. =650 \0$aCompliance. =650 \0$aEnd notched flexure test. =650 \0$aDelamination crack growth. =650 \0$aFracture toughness. =650 \0$aNondestructive testing. =650 14$aEnd notched flexure test. =650 24$aFriction. =650 24$aDelamination crack growth. =650 24$aCrack work release rate. =650 24$aCompliance. =700 1\$aGustafson, CG.,$eauthor. =700 1\$aHojo, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12546J.htm =LDR 02082nab a2200421 i 4500 =001 JTE12552J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12552J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12552J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aNA105 =082 04$a720.28/8$223 =100 1\$aDonaldson, B.,$eauthor. =245 10$aConcise Encyclopedia of Building and Construction Materials /$cB. Donaldson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis is a good refernce book for very technical information on buliding material. I am not sure who the audience is except that it must be very broad. Since the emphasis is quite technical, I assume the audience is manufacturers, materials scientist, and laboratory testing people. This is a book which would be of great interest to architects or specifiers. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCivil engineering, surveying and building. =650 \0$aBuilding construction and materials. =650 \0$aConservation of buildings and building materials. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12552J.htm =LDR 02704nab a2200553 i 4500 =001 JTE12543J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12543J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12543J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.72 =082 04$a620.1/12$223 =100 1\$aSare, IR.,$eauthor. =245 10$aDesign and Analysis of Jaw Crusher Gouging Abrasion Tests /$cIR. Sare, AG. Constantine. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aASTM Standard Practice G 81-83 describes a laboratory procedure for determining the relative gouging abrasion resistance of materials in a jaw crusher. The authors have found a number of problems associated with the test procedure, particularly in respect of its inefficiency, the fact that it yields biased estimates of the wear parameter, and its lack of facility for assessing the significance of differences between test results. An alternative methodology for conducting the tests and for analyzing the data is proposed, and it is shown, by example, how substantially more information can be obtained from tests results than has hitherto been demonstrated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJaw crusher. =650 \0$aWear testing. =650 \0$aGouging abrasion. =650 \0$aStatistical design. =650 \0$aAbrasion resistance. =650 \0$aMaterials$xTesting. =650 \0$aMechanical wear. =650 \0$aGouging Abrasion Tests. =650 14$aJaw crusher. =650 24$aGouging abrasion. =650 24$aAbrasion resistance. =650 24$aWear testing. =650 24$aStatistical design. =700 1\$aConstantine, AG.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12543J.htm =LDR 02838nab a2200577 i 4500 =001 JTE12540J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12540J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12540J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC20.7.F56 =082 04$a620.1/1230151825$223 =100 1\$aKim, H-K,$eauthor. =245 12$aA Novel Specimen Geometry for Double Shear Creep Experiments /$cH-K Kim, FA. Mohamed, JC. Earthman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (4 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aA new specimen geometry has been developed to reduce the stress concentrations at the ends of the gage section in double shear creep specimens. The purpose of the geometry is to reduce the tendency for crack formation at the gage section ends when testing creep brittle materials. A comparison of creep data indicates that the sharp corners at the ends of the gage sections of the conventional geometry has a negligible effect on the steady-state creep behavior. The results also suggest that, when a nonuniform gage section is used, the stresses redistribute during primary creep such that steady-state flow is driven by the mean shear stress over the entire gage section. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSimple shear. =650 \0$aCreep deformation. =650 \0$aStress redistribution. =650 \0$aDouble shear experiment. =650 \0$aStress-strain curves. =650 \0$aShear stress state. =650 \0$aShear strain. =650 14$aCreep deformation. =650 24$aShear stress state. =650 24$aShear strain. =650 24$aDouble shear experiment. =650 24$aSimple shear. =650 24$aStress redistribution. =650 24$aHigh temperature deformation. =700 1\$aMohamed, FA.,$eauthor. =700 1\$aEarthman, JC.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12540J.htm =LDR 02240nab a2200421 i 4500 =001 JTE12551J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12551J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12551J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aPZ7.P27653 =082 04$a813/.6$223 =100 1\$aStrauss, BM.,$eauthor. =245 10$aScience and Engineering Indicators-1989 /$cBM. Strauss. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (1 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aEvery two years the National Science Board, part of the National Science Foundation, publishes a comprehensive report containing data on the state of American science and engineering with respect to its global counterpart. This report, "Science and Engineering Indicators-1989," is the latest edition of a widely used resource in government, industry, and academia citing trends in worldwide interest in science and engineering and the relative ranking of the United States in R&D. The report also states the strengths and weaknesses of American science and technology and gives recommendations for action. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAdventure fiction. =650 \0$aSciencefiction. =650 \0$aGeneticengineering. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12551J.htm =LDR 02663nab a2200529 i 4500 =001 JTE12542J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12542J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12542J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.1633$223 =100 1\$aMcDonald, LC.,$eauthor. =245 10$aCryogenic Creep Testing /$cLC. McDonald, KT. Hartwig. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aCryogenic creep testing methods are examined and evaluated. Because of the difficulty in testing at cryogenic temperatures and the relatively low creep rates that are observed at temperatures below 77 K, cryogenic creep systems must have very sensitive strain measurement capabilities and be extremely stable. A 0.05% change in load or a 0.001 mV change in strain signal over a 200 h test can change the observed creep rate by as much as 10% in high-purity aluminum. An evaluation is made based on experiments using several different loading techniques; comparisons are made to the results of others. Discussions of various data collection methods, test fixtures, strain measurement methods, temperature control methods, and material dependencies are also included. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCreep. =650 \0$aAluminum. =650 \0$aCryogenic. =650 \0$aLow strain rate. =650 \0$aMetals$xCreep. =650 \0$aStress relaxation (Physics) =650 \0$aMetals$xCreep$xTesting. =650 14$aCreep. =650 24$aCryogenic. =650 24$aAluminum. =650 24$aLow strain rate. =700 1\$aHartwig, KT.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12542J.htm =LDR 03247nab a2200577 i 4500 =001 JTE12544J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12544J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12544J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a621.48/35$223 =100 1\$aAnderson, TL.,$eauthor. =245 10$aSpecimen Size Requirements for Fracture Toughness Testing in the Transition Region /$cTL. Anderson, RH. Dodds. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b20 =520 3\$aThe article utilizes plane strain elastic-plastic finite element analysis and a local criterion for cleavage fracture to establish specimen size requirements for the ductile-brittle transition region. Critical J and CTOD values, relative to the small-scale yielding value, were predicted as a function of specimen size, strain hardening exponent, and a/W. These analyses predict an increase in the apparent toughness with decreasing specimen size due to a loss in crack tip constraint; this effect is particularly pronounced in shallow notched specimens and low hardening materials. For deeply notched bend and compact specimens, the following size requirement must be met for critical J values for cleavage to be size independent: b,B,a>200Jc?Y where b is ligament length, B is thickness, a is crack length, and ?? is flow stress. This criterion is eight times more severe than the size requirements in ASTM E 813-87, but it is less stringent than the requirements of ASTM E 399-83. In order for a CTOD value to be nearly size independent, it must be less than 1/300 times the relevant specimen dimensions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCleavage. =650 \0$aConstraint. =650 \0$aJ integral. =650 \0$aSize effects. =650 \0$aFracture toughness. =650 \0$aNondestructive testing. =650 \0$aFinite element analysis. =650 14$aFracture toughness. =650 24$aCleavage. =650 24$aDuctile-brittle transition. =650 24$aConstraint. =650 24$aSize effects. =650 24$aJ integral. =650 24$aCrack tip opening displacement (CTOD) =650 24$aFinite element analysis. =700 1\$aDodds, RH.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12544J.htm =LDR 02541nab a2200481 i 4500 =001 JTE12550J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12550J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12550J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC689.55S45C48 1994 =082 04$a621.366 1$223 =100 1\$aOyedokun, ZO.,$eauthor. =245 10$aPulse Current Automatic Electro-Optical Characterization of the Laser Diode /$cZO. Oyedokun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b4 =520 3\$aAn automated pulse current testing of the laser diode is presented. Built around an accurate and fast rise time pulse generator and a minicomputer, it has been used to test several laser diodes to extract characteristics such as threshold current and thermal resistance. The computer-controlled pulse generator offers multivariable control of output pulse. Control and data acquisition algorithms were developed in a low level language, MACRO11, to enhance speed and resource utilization, and in FORTRAN, which facilitated the man/machine interface or manware. Continuous wave and pulse test results are compared to illustrate the heating effects. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAutomatic measurement. =650 \0$aSynchronous measurement. =650 \0$aLaserssemiconductors. =650 \0$aDiode laser. =650 \0$aSemiconductor laser diodes. =650 14$aSemiconductor laser diodes. =650 24$aAutomatic measurement. =650 24$aSynchronous measurement. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12550J.htm =LDR 02555nab a2200589 i 4500 =001 JTE12545J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12545J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12545J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA684 =082 04$a693.7$223 =100 1\$aHsieh, C.,$eauthor. =245 10$aDevelopment of Methodology for Qualifying Safety Critical A286 Threaded Fasteners /$cC. Hsieh, J. Hendrickson, R. Bamford. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aNondestructive inspection and proof test are the principal flaw screening methods used to ensure the integrity of fracture critical fasteners. However, because of the limitations of various nondestructive inspection methods and the simplicity of the proof test, the latter method has been identified as a preferred method for flaw screening of fasteners. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aProof test. =650 \0$aCold rolled. =650 \0$aFatigue life. =650 \0$aThreaded fasteners. =650 \0$aNondestructive inspection. =650 \0$aBuilding materials. =650 \0$aStainless steel. =650 \0$aCouplings, fittings, fasteners and joints. =650 \0$aBuilding science. =650 14$aThreaded fasteners. =650 24$aCold rolled. =650 24$aA286 stainless steel. =650 24$aProof test. =650 24$aFatigue life. =650 24$aNondestructive inspection. =700 1\$aHendrickson, J.,$eauthor. =700 1\$aBamford, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12545J.htm =LDR 02555nab a2200553 i 4500 =001 JTE12549J =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s1991\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE12549J$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE12549J$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL521.3 =082 04$a629.47$223 =100 1\$aHu, JM.,$eauthor. =245 10$aPlastic ? and ? Factors for Compact Tension Specimen in J-Integral Estimation /$cJM. Hu, P. Albrecht. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1991. =300 \\$a1 online resource (3 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b12 =520 3\$aThe empirical expressions for the plastic ? and ? factors adopted by ASTM in the standard test methods for Jlc and J-R curve testing (E 813 and E 1152) were determined from the results of experimental work. This note proposes instead expressions of ?p and ?p that are derived from a limit load solution. The results show that over the range of crack lengths recommended for testing in the ASTM standard test methods, a/W = 0.5 to 0.75, the proposed ?p value is 5.11 to 1.42% greater than the ASTM value, and the proposed ?p value is 12.93 to 5.82% greater. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aJ-R curve. =650 \0$aJ-integral. =650 \0$aLimit load. =650 \0$aElastoplasticity. =650 \0$aFracture mechanics. =650 \0$aCrack propagation. =650 \0$aFatigue (Materials) =650 \0$aJ integral. =650 14$aJ-integral. =650 24$aJ-R curve. =650 24$aC(T) specimen. =650 24$a? factor. =650 24$aLimit load. =700 1\$aAlbrecht, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 19, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 1991$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE12549J.htm =LDR 03214nab a2200529 i 4500 =001 JTE20130341 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20130341$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130341$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE539 =082 04$a622/.1592$223 =100 1\$aGe, Wenjie,$eauthor. =245 10$aExperimental Study on the Seismic Behaviors of HRBF400 RC Columns /$cWenjie Ge, Jiwen Zhang, Dafu Cao, Biyuan Wang, Linglong Pan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aIn order to investigate the seismic behaviors of RC columns reinforced with HRBF400 steel bar (HRBF-high strength hot rolled bars of fine grains), four rectangle cross-section HRBF400 RC columns' bending low-cycle reversed loading experiments were made. Influences of reinforcement ratio, axial compression ratio, and stirrup ratio on the seismic behaviors of HRBF400 RC columns were analyzed. Characteristic of hysteretic curve and skeleton curve are studied, and characteristic value and displacement ductility of each specimen was calculated. The results show HRBF400 RC columns have good seismic behavior. Yield load, peak load, and ductility improve with the increasing of reinforcement ratio. Columns of high compression ratio have high peak load and yield load, but their skeleton curves decrease quickly after peak load and have low ductility. Columns of low compression ratio have low peak load and yield load, but decrease gentlly after peak load and also have good ductility. Seismic behaviors and ductility of RC columns improve with the increasing of stirrup ratio. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aHRBF400. =650 \0$aConcrete column. =650 \0$aSeismic behavior. =650 \0$aSeismic prospecting. =650 \0$aSeismic reflection method. =650 14$aSeismic behavior. =650 24$aConcrete column. =650 24$aHRBF400. =700 1\$aZhang, Jiwen,$eauthor. =700 1\$aCao, Dafu,$eauthor. =700 1\$aWang, Biyuan,$eauthor. =700 1\$aPan, Linglong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 2 Special Issue on Innovative and Sustainable Technologies and Materials in Civil Engineering Infrastructures.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130341.htm =LDR 03806nab a2200541 i 4500 =001 JTE20140125 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140125$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140125$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA775 =082 04$a621.8$223 =100 1\$aNi, James C.,$eauthor. =245 10$aField Response of High Speed Rail Box Tunnel During Horizontal Grouting /$cJames C. Ni, Wen-Chieh Cheng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aThe construction of two bored tunnels passing underneath an existing high speed rail (HSR) box tunnel needed to traverse obliquely through the diaphragm wall originally used for excavation and lateral support during construction of the HSR box tunnel. An access lift shaft was constructed adjacent to the HSR box tunnel diaphragm wall to provide access for the horizontal grouting equipment used to modify the surrounding soil to have sufficient water tightness and shear strength for safe tunnel eye creation and removal of steel H-beams left within the soil mixing wall. The grout block behind the tunnel eye was constructed first, followed by a long distance (up to 52 m) horizontal grouting (LDHG) program to form the other grout block around the steel H-beams. Since the grouted area was confined by a box tunnel on top and diaphragm walls on both sides, inappropriate grouting pressure could cause significant vertical movement of the HSR box tunnel above and potentially endanger the safety of the HSR service within. The grouting program was adjusted in accordance to real time box tunnel motion as detected by electronic beam sensors along the side walls of the box tunnel. Our strategies for overcoming the challenges associated with long distance horizontal wash boring through diaphragm walls, scattered with steel H-beams, and accompanying grouting strategy will be presented in this paper. The vertical movement of the HSR box tunnel during the LDHG program was well controlled to less than 4 mm, while the maximum lateral displacement of the shaft diaphragm wall was maintained below 9 mm. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDual tube grouting. =650 \0$aSleeve pipe grouting. =650 \0$aDiaphragm wall deflection. =650 \0$aGrouting. =650 \0$aHigh Speed Rail Box Tunnel. =650 \0$aHorizontal Grouting. =650 \0$aField Response. =650 14$aLong distance horizontal grouting. =650 24$aHigh speed rail box tunnel. =650 24$aSleeve pipe grouting. =650 24$aDiaphragm wall deflection. =650 24$aDual tube grouting. =700 1\$aCheng, Wen-Chieh,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 2 Special Issue on Innovative and Sustainable Technologies and Materials in Civil Engineering Infrastructures.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140125.htm =LDR 03530nab a2200505 i 4500 =001 JTE20140136 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1503-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140136$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE228.3 =082 04$a628/.25$223 =100 1\$aYang, Shu-Rong,$eauthor. =245 10$aIdentification of Manholes Beneath Pavements Using RFID and AR Technologies /$cShu-Rong Yang, Jia-Ruey Chang, Heng-Min Lin, Kun-Hu Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b11 =520 3\$aTo reduce the danger due to uneven surfaces because of manholes, lowering manholes into road structures is a good approach to maintain the serviceability of the pavement. However, the vast expanse of road systems quite increases the complexity of manhole identifications when implementing maintenance and rehabilitation (M&R) activities. Hence, an emerging method for finding manholes beneath pavements is needed. In this study, radio frequency identification (RFID) technology is used to identify manholes beneath pavements. RFID tags with cement blocks were buried in dense-grade asphalt concrete at different depths in a metal mold and then were identified using RFID in the laboratory. This study developed an easy-to-use program on an RFID reader to identify RFID tags on-site. The RFID tags attached to covers of manholes beneath pavements can be easily monitored by the program. Augmented reality (AR) technology can aid users in manipulating virtual objects in real environments. This study developed a mobile manhole monitoring system (MMS) and a web-based MMS. The location and information of manholes can be transmitted from the web-based MMS through the Internet and be shown on the mobile MMS based on the AR technology. The time and costs of manhole identification can be significantly decreased and pavement maintenance activities may be implemented in a more timely fashion by using RFID and AR technologies. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aAugmented reality (AR) =650 \0$aManholes. =650 \0$aPavements$xTesting. =650 \0$aNondestructive testing. =650 14$aManholes. =650 24$aRadio frequency identification (RFID) =650 24$aAugmented reality (AR) =700 1\$aChang, Jia-Ruey,$eauthor. =700 1\$aLin, Heng-Min,$eauthor. =700 1\$aLin, Kun-Hu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 2 Special Issue on Innovative and Sustainable Technologies and Materials in Civil Engineering Infrastructures.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140136.htm =LDR 03869nab a2200553 i 4500 =001 JTE20140030 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1503-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140030$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.705 S$223 =100 1\$aYao, Jialiang,$eauthor. =245 10$aEffect of Different Interlayers of Cement Concrete Pavements on Vibration and Anti-Erosion of Bases /$cJialiang Yao, Congshi Wu, Xianglong Liu, Keke Feng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b19 =520 3\$aThis paper presents an experimental study in which laboratory tests were conducted to investigate how the different interlayers (between the pavement surface slabs and the bases) could improve the performances of vibration response and anti-erosion of the bases. In the tests for vibration response of the bases, geotextile and rubber sheet were used as the interlayers, and the micro-seismic testing system was employed to characterize the vibration response of bases of concrete pavements beneath different interlayers under impact loading. The vibration test results indicated that under the same impact loading, compared with the bases without an interlayer atop, vector sum of the maximum vibration velocity of the bases beneath a rubber sheet interlayer and two layers of geotextile interlayer decreased by 35 % and 80 %, respectively; and vector sum of their maximum vibration displacement decreased by 18 % and 26 %, respectively. In the laboratory tests for anti-erosion, the bases with geotextile or emulsified asphalt slurry seal as the interlayer atop were tested for performances of resisting water erosion via a self-made testing apparatus. The anti-erosion test results indicated that, under the same other conditions, compared with the bases without an interlayer atop, the erosion rate (after 12 min of testing) of the bases with geotextile or emulsified asphalt slurry seal as interlayers atop decreased by 99 % or 59 %, respectively. The interlayer has the effects of damping vibration and resisting water erosion on the pavement base. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aInterlayer. =650 \0$aCement concrete pavement. =650 \0$aPavements, Soil-cement$xErosion. =650 \0$aCement composites$xErosion. =650 \0$aPavements$xLive loads$xErosion. =650 \0$aPavements, Concrete$xErosion. =650 14$aCement concrete pavement. =650 24$aBase. =650 24$aInterlayer. =650 24$aLaboratory test for vibration response. =650 24$aLaboratory test for anti-erosion. =700 1\$aWu, Congshi,$eauthor. =700 1\$aLiu, Xianglong,$eauthor. =700 1\$aFeng, Keke,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 2 Special Issue on Innovative and Sustainable Technologies and Materials in Civil Engineering Infrastructures.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140030.htm =LDR 03201nab a2200553 i 4500 =001 JTE20140025 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140025$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140025$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT50 =082 04$a620.0044$223 =100 1\$aCui, Xinzhuang,$eauthor. =245 10$aExperimental Study of the Effect of RCC Specimen Size and Crack Depth Ratio on Double-K Fracture Parameters /$cXinzhuang Cui, Jiong Zhang, Fei Hou, Zhijun Gao, Zengtang Wang, Wei Sui. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b22 =520 3\$aWhen the height of roller compacted concrete (RCC) specimen is less than 400 mm, the specimen size and crack depth ratio will affect the double-K fracture parameters. In this paper, two groups of RCC specimens with different specimen size and crack depth ratio were investigated and the wedge splitting method was employed. Double-K fracture parameters were calculated employing the double-K fracture theory of concrete. It is indicated that when the crack depth ratio, ?, increased from 0.4 to 0.6, the unstable fracture toughness, KICun, increases, while the initial fracture toughness, KICini, decreases. The crack depth ratio, ?, has a continuous effect on KICini, however the effect on KICun decreases with the increase of ?. When the height of the specimen, h, is less than 300 mm, the effect of specimen size on KICun is significant, but it decreases when h is greater than 300 mm and less than 500 mm. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSpecimen size. =650 \0$aCrack depth ratios. =650 \0$aWedge splitting test. =650 \0$aMaterials Testing. =650 \0$aLCSH: Materials Testing. =650 14$aWedge splitting test. =650 24$aSpecimen size. =650 24$aCrack depth ratios. =650 24$aDouble-K fracture parameters. =700 1\$aZhang, Jiong,$eauthor. =700 1\$aHou, Fei,$eauthor. =700 1\$aGao, Zhijun,$eauthor. =700 1\$aWang, Zengtang,$eauthor. =700 1\$aSui, Wei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 2 Special Issue on Innovative and Sustainable Technologies and Materials in Civil Engineering Infrastructures.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140025.htm =LDR 04733nab a2200697 i 4500 =001 JTE20140097 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140097$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140097$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.8/4$223 =100 1\$aMráz, Václav,$eauthor. =245 10$aExperimental Assessment of Fly-Ash Stabilized and Recycled Mixes /$cVáclav Mráz, Jan Valentin, Jan Suda, Lubomír Kopecký. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aThe use of fly-ash stabilizers, materials from fluidized combustion fly-ash, and other solid coal-burning residues, which are called coal combustion by-products (CCB), have good potential for application in subgrade structures and roadbed materials of roads as well as in the structural pavement layers. One of the many factors limiting the application of some CCB sorts is the relatively low resistance in repetitive contact with water, volumetric changes, and the risk of partly unsatisfactory hygienic and environmental parameters. With respect to the aforementioned negative characteristics of CCB, which occurred primarily under the repetitive impact of water and freezing, the experimental examination focused on improving CCB resistance to frost and water, verification of volumetric changes, and improvement of pozzolana characteristics of CCB by increasing the percentage of fine particles in the original material (e.g., by means of mechanical and/or chemical activation, including combination of both types). At the same time, the road construction industry strives to find a suitable substitute for the traditionally applied hydraulic binders as well as expand the existing base of the binders applied. The experience with using CCB as a binder or binder component has not been as extensive so far as to allow any generalisation of conclusions. Therefore, the possibilities of applying alternative additives as a replacement for the binders traditionally applied have been researched. Another application of the coal combustion by-products tested was in cold recycling mixes. In this case, the fly-ash from fluidized combustion is used as a substitute for the hydraulic binder. The fly-ash tested was subjected to mechanical activation, while the parameters of the mix under scrutiny reflected the impact on the strength and deformation parameters of the mix; last but not least, the water susceptibility indicator was also monitored. From the environmental perspective of practical applicability of the mixes a chemical analysis and leaching tests have been done. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFly-ash. =650 \0$aLeaching tests. =650 \0$aChemical analysis. =650 \0$aRoadbed structures. =650 \0$aHigh energy milling. =650 \0$aCold recycling mixes. =650 \0$aCompressive strength. =650 \0$aFluidized-bed fly-ash. =650 \0$aFly ash. =650 \0$aAdmixtures. =650 \0$aMixdesign. =650 \0$aTest procedures. =650 \0$aWaste products as road materials. =650 14$aFly-ash. =650 24$aFluidized-bed fly-ash. =650 24$aMechanical and chemical activation. =650 24$aHigh energy milling. =650 24$aCold recycling mixes. =650 24$aRoadbed structures. =650 24$aFly-ash stabilized material. =650 24$aChemical analysis. =650 24$aLeaching tests. =650 24$aCompressive strength. =700 1\$aValentin, Jan,$eauthor. =700 1\$aSuda, Jan,$eauthor. =700 1\$aKopecký, Lubomír,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 2 Special Issue on Innovative and Sustainable Technologies and Materials in Civil Engineering Infrastructures.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140097.htm =LDR 03333nab a2200541 i 4500 =001 JTE20140066 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1503-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140066$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD173 =082 04$a628.5/03$223 =100 1\$aNam, Boo Hyun,$eauthor. =245 10$aEvaluation of the Use of Recycled Concrete Aggregate in French Drain Systems /$cBoo Hyun Nam, Zachary R. Behring, Jinyoung Kim, Manoj Chopra, John Shoucair, Chul-Soo Park. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aRecycled concrete aggregate (RCA) is often used as a replacement for virgin aggregate in road foundations (base course), embankments, hot-mix asphalt, and Portland cement concrete. However, the use of RCA in exfiltration drainage systems, such as French drains, is still uncommon. The primary concerns with using RCA as drainage media are excessive fines and calcite precipitation that can cause a reduction in permeability performance. This study investigates the potential benefits of RCA as drainage material. This paper presents and discusses: (1) the results of a nationwide survey on current practices and policies, (2) physical and chemical properties, (3) effective fine-removing methods, (4) re-cementation potential, (4) permeability (under varied fine content), and (5) long-term drainage performance of RCA as drainage material. Test results indicate that RCA No. 4 gradation does not restrict the flow of water, but the RCA fines being generated during aggregate handling process (e.g., stockpiling, placing and transporting) may cause clogging buildup over time. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aClogging. =650 \0$aRecycledAggregate(RA) =650 \0$aRecycledAggregateConcrete(RAC) =650 \0$aNaturalAggregateConcrete(NAC) =650 \0$aPermeability. =650 14$aRecycled concrete aggregate. =650 24$aPermeability. =650 24$aClogging. =700 1\$aBehring, Zachary R.,$eauthor. =700 1\$aKim, Jinyoung,$eauthor. =700 1\$aChopra, Manoj,$eauthor. =700 1\$aShoucair, John,$eauthor. =700 1\$aPark, Chul-Soo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 2 Special Issue on Innovative and Sustainable Technologies and Materials in Civil Engineering Infrastructures.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140066.htm =LDR 02964nab a2200529 i 4500 =001 JTE20140123 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1503-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140123$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTG335 =082 04$a624/.4$223 =100 1\$aWang, J. F.,$eauthor. =245 10$aEvaluation of Long Multi-Span Steel U-Shaped Girder During Incremental Launching Construction /$cJ. F. Wang, J. P. Lin, X. L. Fan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b10 =520 3\$aDue to the low stiffness of the steel U-shaped girders of composite structure during incremental launching construction, special measures should be taken before the installation of the concrete deck. In this paper, the structural performance of steel U-shaped girder during launching construction was evaluated. The geometric configuration of the steel U-shaped girder was analyzed via transfer matrix method firstly. Then a local stress controlling strategy was developed based on a comprehensive finite element analysis of local stress characteristics. The comparison between predictions and in situ measurements of a large bridge project indicated the validity and accuracy of the proposed method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aComposite structures. =650 \0$aTransfer matrix method. =650 \0$aGeometric configuration. =650 \0$aConcrete bridges$xDesign and construction. =650 \0$aBox girder bridges$xDesign and construction. =650 \0$aIron and steel bridges$xDesign and construction. =650 14$aIncremental launching construction. =650 24$aGeometric configuration. =650 24$aComposite structures. =650 24$aTransfer matrix method. =700 1\$aLin, J. P.,$eauthor. =700 1\$aFan, X. L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 2 Special Issue on Innovative and Sustainable Technologies and Materials in Civil Engineering Infrastructures.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140123.htm =LDR 03186nab a2200505 i 4500 =001 JTE20140079 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140079$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140079$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.8/5$223 =100 1\$aChen, Shih-Huang,$eauthor. =245 10$aEffect of Film Thickness and Voids in Mineral Aggregate in Basic Oxygen Furnace Slag Dense-Graded Asphalt Concrete /$cShih-Huang Chen, Jyh-Dong Lin, Daud Huang, Ching-Tsung Hung. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b16 =520 3\$aThis research is focused on how the volumetric properties and performance tests for asphalt concrete are influenced by the 100 % replacement of coarse natural aggregates with basic oxygen furnace (BOF) slag. A statistical analysis was conducted to explore whether the replacement of coarse natural aggregate with basic oxygen furnace slag would increase the moisture sensitivity and reduce the strength of asphalt concrete. According to the results of the mixture design, except for the basic oxygen furnace slag asphalt mixture with upper gradation curve, the film thicknesses are from 6 to 9 ?m. However, performance tests, especially the moisture sensitivity and creep test, show that the lack of film thickness and void in mineral aggregate did not adversely affect the durability of asphalt concrete. Based on the results of the mixture design and the performance tests, complete replacement of coarse natural aggregates with basic oxygen furnace slag in asphalt concrete is considered feasible and worthy of further study. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFilm thickness. =650 \0$aAsphalt concrete. =650 \0$aBasic oxygen furnace slag. =650 \0$aPavements, Asphalt concrete. =650 14$aBasic oxygen furnace slag. =650 24$aFilm thickness. =650 24$aAsphalt concrete. =700 1\$aLin, Jyh-Dong,$eauthor. =700 1\$aHuang, Daud,$eauthor. =700 1\$aHung, Ching-Tsung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 2 Special Issue on Innovative and Sustainable Technologies and Materials in Civil Engineering Infrastructures.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140079.htm =LDR 02904nab a2200505 i 4500 =001 JTE20140126 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1503-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140126$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT50 =082 04$a620.0044$223 =100 1\$aWu, Jason Y.,$eauthor. =245 10$aExperimental Study of Geobagged Reservoir Siltations for Backfill Applications /$cJason Y. Wu, Yijian Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b28 =520 3\$aInfrastructure sustainability has become a major global concern. Massive reservoir siltations (RS) have seriously disrupted the service of many reservoirs worldwide. The dredged siltations are difficult to stockpile, or dispose of, because of their high water content and soft nature. This study explores a novel approach using RS to produce controlled low-strength materials (CLSM), reinforced with geobags that are used for storage and backfill applications. Test results have shown that, initially, geobags provided a significant contribution to the strength improvement of an RS-based CLSM. However, effective reinforcement appears to be highly dependent upon the type of geotextile and the original strength of the RS-CLSM. The results show a promising solution for reusing reservoir siltations and ensuring a sustainable approach for the mitigation of a silted reservoir. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aGeobag. =650 \0$aReservoir siltation. =650 \0$aMaterials Testing. =650 \0$aLCSH: Materials Testing. =650 \0$aReservoir. =650 14$aReservoir siltation. =650 24$aControlled low-strength material. =650 24$aCLSM. =650 24$aGeobag. =700 1\$aLin, Yijian,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 2 Special Issue on Innovative and Sustainable Technologies and Materials in Civil Engineering Infrastructures.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140126.htm =LDR 03317nab a2200529 i 4500 =001 JTE20140085 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1503-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140085$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA438 =082 04$a620.1/35$223 =100 1\$aLiao, Wen-Cheng,$eauthor. =245 10$aCrack Opening Evaluation and Sustainability Potential of Highly Flowable Strain-Hardening, Fiber-Reinforced Concrete (HF-SHFRC) /$cWen-Cheng Liao, Shih-Ho Chao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b14 =520 3\$aHighly flowable, strain-hardening fiber-reinforced concrete (HF-SHFRC) has good workability in the fresh state, and it exhibits the strain-hardening and multiple-cracking characteristics of high-performance, fiber-reinforced cementitious composites in the hardened state. HF-SHFRC can be easily manufactured and delivered by ready-mix trucks for cast-on-the-job sites. Structural large-scale test results from several research programs also showed that HF-SHFRC is effective in increasing shear strength, displacement capacity, and damage tolerance in members subjected to large inelastic deformations. The results of two tests, a long prismatic tensile test with continuous reinforcement and an in-plane pure shear panel test, are summarized in this paper. Relative to conventional concrete, HF-SHFRC not only demonstrates much better mechanical performance, but also presents reduced crack potential and excellent crack width control. These characteristics of HF-SHFRC can further diminish the need for repairs, rehabilitation, and maintenance after extreme loading events and give infrastructure a longer service life, which will eventually lower the life-cycle cost. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCrack opening. =650 \0$aSustainability. =650 \0$aCement composites$xMechanical properties. =650 \0$aStrain hardening. =650 \0$aReinforced concrete. =650 14$aSCC. =650 24$aFRC. =650 24$aHPFRCC. =650 24$aStrain hardening. =650 24$aSustainability. =650 24$aCrack opening. =700 1\$aChao, Shih-Ho,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 2 Special Issue on Innovative and Sustainable Technologies and Materials in Civil Engineering Infrastructures.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140085.htm =LDR 03679nab a2200601 i 4500 =001 JTE20140059 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1503-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140059$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.85 ASPH$223 =100 1\$aYao, Zhanyong,$eauthor. =245 10$aMix Proportion Design and Mechanical Properties of Recycled PET Concrete /$cZhanyong Yao, Xiaomeng Zhang, Zhi Ge, Zhuang Jin, Jie Han, Xianghong Pan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b35 =520 3\$aThe mix proportion and mechanical properties of polyethylene terephthalate (PET) concrete were studied by orthogonal test. PET concrete was produced by mixing melted PET with aggregate and mineral admixtures. The effects of several factors on the properties of PET concrete were investigated. These factors included: (1) coarse aggregate type, (2) mineral materials, (3) PET and mineral/aggregate (PETAM/AG) ratio, (4) sand ratio, (5) PET/mineral (PET/MA) ratio, and (6) maximum particle size of coarse aggregate. The results showed that the most important factor was PETAM/AG, followed by sand ratio and PET/MA. Samples with 10 mm coarse aggregate had the highest compressive strength of 36 MPa. The compressive strength decreased 8.6 and 37 % as the coarse aggregate maximum particle sizes changed from 10 to 4.75 and 13 mm, respectively. There was no significant difference in flexural strength when the sand ratio changed from 35 to 68 %. The strength of PET concrete with basalt was higher than that of concrete with limestone. The concrete containing fly ash and 5 % talc had the highest strength followed by concrete with fly ash, Portland cement (PC), fly ash with 5 % asphalt, without any mineral. The best mix proportion of PET concrete was PETAM/AG of 1:3, sand ratio of 35 % and PET/fly ash of 2:1. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aPET concrete. =650 \0$aMix proportion. =650 \0$aOrthogonal test. =650 \0$aFlexural strength. =650 \0$aCompressive strength. =650 \0$aAsphaltconcrete. =650 \0$aPavements, Asphaltconcrete. =650 \0$aMixdesign. =650 14$aPET concrete. =650 24$aMix proportion. =650 24$aCompressive strength. =650 24$aFlexural strength. =650 24$aOrthogonal test. =700 1\$aZhang, Xiaomeng,$eauthor. =700 1\$aGe, Zhi,$eauthor. =700 1\$aJin, Zhuang,$eauthor. =700 1\$aHan, Jie,$eauthor. =700 1\$aPan, Xianghong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 2 Special Issue on Innovative and Sustainable Technologies and Materials in Civil Engineering Infrastructures.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140059.htm =LDR 03540nab a2200601 i 4500 =001 JTE20140083 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140083$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140083$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a620.1/127$223 =100 1\$aDai, Kaoshan,$eauthor. =245 10$aApplication of the Surface Wave Survey Method on Multi-Scale Engineering Problems :$bLaboratory and Field Testing Case Studies /$cKaoshan Dai, Xuehang Song, Xiaofeng Li, Zhenhua Huang, Yongdong Pan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b34 =520 3\$aThe geometric dispersion of surface waves offers the feature to infer the properties of a medium. The surface wave survey method is under continuous evolution and its applications include the noninvasive characterization of a medium at a small scale and the earthquake geotechnical survey at a large scale. Despite the significant difference in scales, these applications generally utilize the propagation of the surface waves along the boundary of a layered medium. This paper discusses standard steps involved in surface wave surveys. Two application case studies are conducted and presented in detail. In the small scale laboratory application case, a nondestructive testing (NDT) methodology is proposed for the coating investigation using laser interferometric measurements of surface waves. In the large scale field application, an accelerometer-based passive surface wave survey is designed for earthquake geotechnical engineering site characterization. Finally, recommendations for practical application of surface waves in multi-scale engineering problems are presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSurface wave. =650 \0$aAccelerometer. =650 \0$aLaser interferometer. =650 \0$aSite characterization. =650 \0$aMicrotremor measurement. =650 \0$aNondestructive testing. =650 \0$aMaterials$xTesting. =650 \0$aWave Survey Method. =650 14$aSurface wave. =650 24$aNondestructive testing. =650 24$aLaser interferometer. =650 24$aAccelerometer. =650 24$aSite characterization. =650 24$aMicrotremor measurement. =700 1\$aSong, Xuehang,$eauthor. =700 1\$aLi, Xiaofeng,$eauthor. =700 1\$aHuang, Zhenhua,$eauthor. =700 1\$aPan, Yongdong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 2 Special Issue on Innovative and Sustainable Technologies and Materials in Civil Engineering Infrastructures.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140083.htm =LDR 04118nab a2200577 i 4500 =001 JTE20130305 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1503-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130305$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.85$223 =100 1\$aSingh, Dharamveer,$eauthor. =245 10$aApplication of Intelligent Compaction Technology for Estimation of Effective Modulus for a Multilayered Asphalt Pavement /$cDharamveer Singh, Fares Beainy, Sesh Commuri, Musharraf Zaman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b38 =520 3\$aIn this paper, a procedure for estimation of effective modulus of a multilayered hot mix asphalt (HMA) pavement using intelligent compaction (IC) is investigated. The study is conducted during the construction of an interstate highway (I-35) in Norman, OK. A complete coverage of the level of compaction of each of the asphalt pavement layers was recorded using the intelligent asphalt compaction analyzer (IACA). The collected IACA data allow determination of the level of compaction (density) at any selected location, for each layer, and provided a set of global positioning system (GPS) coordinates. Calibration procedures have previously been tested and validated by the authors to estimate the density of different types of pavements from IACA data. In this paper, a different calibration procedure is used to measure the dynamic modulus instead of the density of a pavement using IACA. Considering the IACA estimated density, the dynamic modulus of each of the selected locations for an individual pavement layer was measured from laboratory developed master curves. Thereafter, an effective modulus of the three-layer pavement system was calculated for all of the selected locations using Odemark's method. The proposed technique was verified by conducting falling-weight deflectometer (FWD) tests at these selected locations. Analyses of the results show that the proposed intelligent compaction technique may be promising in estimating the effective modulus of the pavement layers in a non-destructive manner. In addition, the Witczak model was used to estimate moduli of each of the pavement layers. The comparison of the Witczak model with FWD revealed that the model over-predicted the modulus significantly. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStiffness. =650 \0$aWitczak model. =650 \0$aIntelligent compaction. =650 \0$aPavements, Asphalt concrete$xCracking. =650 \0$aPavements, Concrete$xMaintenance and repair. =650 \0$aCrack and seat treatment. =650 \0$aPortland cement concrete. =650 \0$aPavement maintenance. =650 \0$aHot mix paving mixtures. =650 14$aIntelligent compaction. =650 24$aStiffness. =650 24$aFWD. =650 24$aWitczak model. =700 1\$aBeainy, Fares,$eauthor. =700 1\$aCommuri, Sesh,$eauthor. =700 1\$aZaman, Musharraf,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 2 Special Issue on Innovative and Sustainable Technologies and Materials in Civil Engineering Infrastructures.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130305.htm =LDR 03443nab a2200541 i 4500 =001 JTE20140039 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1503-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140039$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA775 =082 04$a624.1/5$223 =100 1\$aXu, Changjie,$eauthor. =245 10$aBearing Capacity Estimation of Soil Under a Constructed Building by Rayleigh Wave Method /$cChangjie Xu, Qizhi Chen, Qingsong Feng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aIt is always difficult to test the bearing capacity of soil under constructed buildings. Thus, the adoption of the Rayleigh wave method to address this problem is investigated in this study. The fundamental of the Rayleigh wave velocity method in geological engineering is initially presented. The in situ shear wave velocity can be obtained by Rayleigh wave method. Rayleigh wave velocity and soils static load tests are conducted on several different kinds of soil. Thus, the fitting formula between shear wave velocity and soil bearing capacity under specific soil conditions is determined. A reconstruction engineering project that uses the Rayleigh wave velocity method to test the bearing capacity of soil under a constructed building is then studied. Rayleigh wave velocity tests are conducted based on this fitting formula to analyze the soil bearing capacity. The reconstruction is proven to be successful by settlement observation. The fitting formula between shear wave velocity and soil bearing capacity are probably different for various kinds of soil. Therefore, the application of the wave velocity test method in detecting the soil bearing capacity of a constructed building has to be studied before it can be popularized. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aConstructed building. =650 \0$aRayleigh wave method. =650 \0$aSoil bearing capacity. =650 \0$aFoundations. =650 \0$aSoil mechanics. =650 \0$aBearing capacity. =650 \0$aSoil penetration test. =650 14$aSoil bearing capacity. =650 24$aRayleigh wave method. =650 24$aConstructed building. =650 24$aNondestructive examination. =700 1\$aChen, Qizhi,$eauthor. =700 1\$aFeng, Qingsong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 2 Special Issue on Innovative and Sustainable Technologies and Materials in Civil Engineering Infrastructures.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140039.htm =LDR 02810nab a2200505 i 4500 =001 JTE20140087 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140087$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140087$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTG326 =082 04$a624/.257$223 =100 1\$aMartins, João,$eauthor. =245 10$aComparison between Laboratory and Field Stiffness by Wave Measurements /$cJoão Martins, A. Gomes Correia. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b35 =520 3\$aThe present work aims to establish a relationship between field and laboratory moduli obtained from mechanical wave measurements. Spectral analysis of surface waves was performed on a clayey sand trial layer during tests in a full-scale trial. Laboratory triaxial tests involving S-wave measurements with bender elements and accelerometers were conducted on specimens under similar conditions, and the shear modulus was determined. Both laboratory and field methodologies for the determination of the shear modulus were based on S-wave propagation through the tested material; thus they involved similar stress and strain levels. A reasonable relationship was observed between field and laboratory moduli, taking into account field conditions (moisture content and void ratio) and stress state. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aStiffness. =650 \0$aBender elements. =650 \0$aWave measurements. =650 \0$aShear modulus. =650 14$aStiffness. =650 24$aWave measurements. =650 24$aSASW. =650 24$aBender elements. =650 24$aShear modulus. =700 1\$aGomes Correia, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 2 Special Issue on Innovative and Sustainable Technologies and Materials in Civil Engineering Infrastructures.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140087.htm =LDR 03382nab a2200565 i 4500 =001 JTE20140107 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1503-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140107$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a620.1/36$223 =100 1\$aLee, Ming-Ju,$eauthor. =245 10$aStudy of Steam and Microwave Curing of Concretes Containing Slag, Fly Ash, or Silica Fume /$cMing-Ju Lee, Ming-Gin Lee, Yung-Chih Wang, Yishuo Huang, Wei-Chien Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b13 =520 3\$aThis study investigates the effects of steam and microwave curing on concretes containing fly ash, blast-furnace slag, or silica fume. Two steam curing treatments, four microwave curing times, and four types of concrete mix were used in this study. The test results indicated that microwave heating could further increase the compressive strength of mortar and concrete. Pozzolanic reaction of silica fume, fly ash, and blast-furnace slag was observed to be further promoted by steam-microwave curing. Mortar and concrete samples with 10 % silica fume added responded well to microwave curing. The strength gain development of mortar and concrete appeared to level off after 40 min of microwave curing. Thus, a 40-min microwave heating time appeared to be the optimal time for energy saving consideration. The microwave-cured concrete did not show an increase in permeability relative to the concrete that was steam-cured, but showed an increase in strength. Thus, the microwave techniques could provide the advantage of quick and uniform heating for curing of cement mortar and concrete. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aSteam curing. =650 \0$aMicrowave heating. =650 \0$aCompressive strength. =650 \0$aConcrete construction. =650 \0$aConcrete$xCuring. =650 \0$aFly ash. =650 \0$aSlag. =650 14$aMicrowave heating. =650 24$aSteam curing. =650 24$aCompressive strength. =650 24$aChloride electrical penetrability. =700 1\$aLee, Ming-Gin,$eauthor. =700 1\$aWang, Yung-Chih,$eauthor. =700 1\$aHuang, Yishuo,$eauthor. =700 1\$aWang, Wei-Chien,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 2 Special Issue on Innovative and Sustainable Technologies and Materials in Civil Engineering Infrastructures.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140107.htm =LDR 03749nab a2200553 i 4500 =001 JTE20140086 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1503-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140086$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA7 =082 04$a620$223 =100 1\$aQian, Zhen-Dong,$eauthor. =245 10$aThree-Dimensional Discrete Element Modeling of Crack Development in Epoxy Asphalt Concrete /$cZhen-Dong Qian, Jiang-Yang Wang, Lei-Lei Chen, Lin-Bing Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b21 =520 3\$aCracking in epoxy asphalt concrete (EAC) used for a steel bridge wearing course has always been a major cause of structural and functional deterioration of this material, particularly in cold climate. Therefore, it is important to understand the complex fracture behavior of this heterogeneous mixture, which is composed of irregularly shaped and randomly distributed aggregates surrounded by asphalt mastics. A three-dimensional (3D) fracture model independent of laboratory, based on the discrete element method (DEM), is reconstructed using a randomly generating algorithm to investigate the fracture behavior. A bilinear cohesive-softening model is implemented into the DEM framework to simulate the crack initiation and propagation in EAC. Several experimental tests are performed to obtain input parameters of materials for numerical models. The simulation results of a single-edge notched beam test agree well with experimental results and accurately capture the stress distribution and development of fracture zone. The modeling technique herein provides insight into the progressive cracking process; 3D visualization of crack trajectories also demonstrates the influence of heterogeneity on crack path. The 3D user-defined microstructural DEM fracture model is capable of giving a realistic cracking process of quasi-brittle materials such as EAC and can help us better understand various fracture mechanisms through numerical simulations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aFracture. =650 \0$aCrack development. =650 \0$aEpoxyresins. =650 \0$aPavements,Epoxy-asphaltconcrete. =650 \0$aEpoxy Asphalt Concrete. =650 14$aEpoxy asphalt concrete. =650 24$aThree-dimensional discrete element method. =650 24$aSingle-edge notched beam test. =650 24$aDigital image correlation system. =650 24$aFracture. =650 24$aCrack development. =700 1\$aWang, Jiang-Yang,$eauthor. =700 1\$aChen, Lei-Lei,$eauthor. =700 1\$aWang, Lin-Bing,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 2 Special Issue on Innovative and Sustainable Technologies and Materials in Civil Engineering Infrastructures.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140086.htm =LDR 03752nab a2200613 i 4500 =001 JTE20140060 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1503-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140060$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE5092.I8 =082 04$a625.795$223 =100 1\$aMoghal, Arif Ali Baig,$eauthor. =245 10$aCompressibility and Durability Characteristics of Lime Treated Expansive Semiarid Soils /$cArif Ali Baig Moghal, Ali Abdul Kareem Obaid, Talal O. Al-Refeai, Mosleh Ali Al-Shamrani. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b25 =520 3\$aThe current study evaluates the role of lime and the curing period on the compressibility and durability characteristics of two expansive semiarid soils samples originating from Saudi Arabia. The compressibility behavior of these soil samples was evaluated using a range of loading periods of time. Starting with a minimum practicable loading period of 0.5 h, the loading periods were progressively increased to 1, 2, 4, 8, and 24 h. It has been observed that the addition of lime significantly reduces the compressibility behavior of both the selected soils. The study shows that, for a given consolidation pressure increment, an increase in the duration of loading time produces a moderate increase in the final equilibrium void ratio values. In order to evaluate the durability characteristics, lime leachability tests (amount of lime that is converted into soluble form by dissociation into calcium and hydroxyl ions) were conducted on compacted specimens at varying lime contents on samples cured for 1, 7, 14, and 28 days. Analysis of the soil samples subject to increasing periods of curing time show a considerable decrease in the concentration of calcium. This is due to the transformation of amorphous lime into a stable crystalline form, which leads to the formation of pozzolanic compounds. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDurability. =650 \0$aCementation. =650 \0$aCuring period. =650 \0$aCompressibility. =650 \0$aLime leachability. =650 \0$aPozzolanic compounds. =650 \0$aSoil stabilization. =650 \0$aLiming ofsoils. =650 \0$aFreeze thawdurability. =650 \0$aLimefly ash. =650 14$aCompressibility. =650 24$aDurability. =650 24$aLime leachability. =650 24$aCuring period. =650 24$aCementation. =650 24$aPozzolanic compounds. =700 1\$aKareem Obaid, Ali Abdul,$eauthor. =700 1\$aAl-Refeai, Talal O.,$eauthor. =700 1\$aAl-Shamrani, Mosleh Ali,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 2 Special Issue on Innovative and Sustainable Technologies and Materials in Civil Engineering Infrastructures.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140060.htm =LDR 03122nab a2200601 i 4500 =001 JTE20140082 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1503-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140082$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA7 =082 04$a620$223 =100 1\$aKazemian, Sina,$eauthor. =245 14$aThe Effect of Cement-Sodium Silicate Grout Compounds on Void Ratio and the Coefficient of Secondary Compression of Treated Fibrous Peat /$cSina Kazemian, Hossein Moayedi, Mansour Mosallanezhad. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b24 =520 3\$aPeats have low shear strength and high deformation characteristics. Peat is a naturally occurring material that is extremely soft with a high moisture content and exists in an unconsolidated state. The conventional binders used are cementitious materials, and the introduction of a new binder, sodium silicate, with other additives gives a better output than the conventional peat treatment. This article describes a laboratory study on the effect of different compounds of cement-sodium silicate grout on void ratio and the coefficient of secondary compression of fibrous peat. It is shown that by increasing the amount of sodium silicate (within 2.5 %), cement, and kaolinite in treated peat, we were able to decrease the mentioned properties of treated peat. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCement. =650 \0$aKaolinite. =650 \0$aVoid ratio. =650 \0$aFibrous peat. =650 \0$aSodium silicate. =650 \0$aSoil stabilization. =650 \0$aPortlandcement. =650 \0$aLime. =650 \0$aPhosphoric acid. =650 \0$aSodiumsilicate. =650 14$aFibrous peat. =650 24$aCoefficient of secondary compression. =650 24$aVoid ratio. =650 24$aCement. =650 24$aSodium silicate. =650 24$aKaolinite. =700 1\$aMoayedi, Hossein,$eauthor. =700 1\$aMosallanezhad, Mansour,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 2 Special Issue on Innovative and Sustainable Technologies and Materials in Civil Engineering Infrastructures.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140082.htm =LDR 03424nab a2200601 i 4500 =001 JTE20130325 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1503-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20130325$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.85$223 =100 1\$aZak, Josef,$eauthor. =245 10$aPoisson's Ratio of Hot Asphalt Mixtures Determined by Relaxation and Small Amplitude Oscillation Test /$cJosef Zak, Jiri Stastna, Jiri Vavricka, Kristyna Milackova, Lukas Kasek, Ludo Zanzotto. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b27 =520 3\$aOne of the basic material characteristics of solids is Poisson's ratio. Its exact knowledge, including its dependence on time, allows us to model the effect of load, with given boundary conditions, on the behavior of material under consideration. Poisson's ratio, or rather the relationship between the longitudinal and transverse strain, has an important implication in engineering mechanical applications (assessment of pavement structure performance). Nowadays, Poisson's ratio is usually used as a constant, based on an incorrect assumption that a hot asphalt mix is a linear elastic material. This paper reports Poisson's ratio as a function of time determined from the relaxation and small amplitude oscillation tests on cylindrical specimens. A hot asphalt mix is considered homogeneous isotropic material and linear theory of viscoelasticity is applied for the experimental determination of the lateral contraction ratio. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aRelaxation. =650 \0$aAsphalt mixture. =650 \0$aPoisson's ratio. =650 \0$aPavements, Asphalt concrete$xCracking. =650 \0$aPavements, Concrete$xMaintenance and repair. =650 \0$aCrack and seat treatment. =650 \0$aPortland cement concrete. =650 \0$aPavement maintenance. =650 \0$aHot mix paving mixtures. =650 14$aAsphalt mixture. =650 24$aPoisson's ratio. =650 24$aRelaxation. =650 24$aSmall amplitude oscillation. =700 1\$aStastna, Jiri,$eauthor. =700 1\$aVavricka, Jiri,$eauthor. =700 1\$aMilackova, Kristyna,$eauthor. =700 1\$aKasek, Lukas,$eauthor. =700 1\$aZanzotto, Ludo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 2 Special Issue on Innovative and Sustainable Technologies and Materials in Civil Engineering Infrastructures.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20130325.htm =LDR 03176nab a2200565 i 4500 =001 JTE20140080 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1503-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140080$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA787 =082 04$a624.1/58$223 =100 1\$aZhao, Xueliang,$eauthor. =245 10$aMacro- and Meso-scale Mechanical Behavior of Caissons During Sinking /$cXueliang Zhao, Jian Xu, Baogang Mu, Bing Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b18 =520 3\$aCaissons are often used as the foundation of important structures. The sinking process of a caisson has a significant effect on its serviceability. In this study, laboratory experiments and numerical simulations were performed to study the macro- and meso-scale mechanical behaviors of caissons during sinking. Earth pressures near the toe of the caisson during sinking were measured. Particle movements and coordinate numbers were investigated to explain the distribution of earth pressure on the caisson from the meso-scale viewpoint. The region affected by the sinking process was fitted by a parabolic function. Soil arching and rotation of principal stress were found to be the important mechanisms affecting the mechanical behaviors of caissons during sinking. A numerical solution is proposed and is shown to offer a good approximation of the earth pressure on a caisson. The results of this paper are supposed to be useful for the design and construction of caissons in practice. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aCaisson. =650 \0$aSinking. =650 \0$aEarth pressure. =650 \0$aMacro- and meso-scale. =650 \0$aPiling (Civil engineering) =650 \0$aShaftsinking. =650 \0$aCaissons. =650 \0$aConcrete piling. =650 14$aCaisson. =650 24$aSinking. =650 24$aMacro- and meso-scale. =650 24$aEarth pressure. =700 1\$aXu, Jian,$eauthor. =700 1\$aMu, Baogang,$eauthor. =700 1\$aLi, Bing,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 2 Special Issue on Innovative and Sustainable Technologies and Materials in Civil Engineering Infrastructures.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140080.htm =LDR 04362nab a2200637 i 4500 =001 JTE20140052 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2014\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE1503-EB$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140052$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA705 =082 04$a624.151$223 =100 1\$aWang, Mingwu,$eauthor. =245 10$aMicrostructure and Unsaturated Geotechnical Properties of Net-like Red Soils in Xuancheng, China /$cMingwu Wang, Peng Xu, Jian Li, Shuai Qin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2014. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b46 =520 3\$aThis study aimed at proper characterization of the microstructure and unsaturated properties of undisturbed red soil with white net-like veins from the Chenshan laterite section in Xuancheng City, China. The chemical composition and micromorphology of the white veins and red matrix were studied using a scanning electron microscope, an energy dispersive spectrometer, and digital image processing. Then a series of soil-water characteristic curves (SWCCs) and shear strength experiments were performed on undisturbed net-like red soils using triaxial stress path testing, and empirical expressions commonly adopted for geotechnical engineering applications were used to represent measured SWCCs. A detailed comparison of microstructures in undisturbed soils and on failure planes was undertaken. The results showed that the white veins and red matrix clearly appeared as distinct features at both macro and micro levels. More quartz amassed in the white vein, and more intense depletion of Fe oxide occurred in the red matrix. Measured SWCCs at drying and wetting behaved with hydraulic hysteresis. Change in the axial strain did not match that in the volumetric strain. The stress-strain curve obtained from the unsaturated triaxial shearing test showed the characteristic of strain softening; the peak deviator stress increased with increments of the confining pressure and suction. Pores less than 5 ?m2 in size were much more common on the shear failure plane than in the undisturbed soil, whereas pores larger than 50 ?m2 were fewer. The major axial angle of soil pores showed a dominant orientation after shearing. In addition, the roundness and fractal dimension of pore outlines on the shear failure plane were greater than those in the undisturbed soil. These results reveal that microstructure and suction play important roles in the unsaturated mechanical behaviors of net-like red soil. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aMicrostructure. =650 \0$aUnsaturated soil. =650 \0$aNet-like red soil. =650 \0$aTriaxial shear test. =650 \0$aGeotechnical property. =650 \0$aEngineering geology. =650 \0$aSoils. =650 \0$aRocks. =650 \0$aCivil engineering. =650 \0$aGeotechnical engineering. =650 \0$aRock mechanics. =650 \0$aSoil mechanics. =650 14$aUnsaturated soil. =650 24$aMicrostructure. =650 24$aSoil-water characteristic curve. =650 24$aTriaxial shear test. =650 24$aNet-like red soil. =650 24$aGeotechnical property. =700 1\$aXu, Peng,$eauthor. =700 1\$aLi, Jian,$eauthor. =700 1\$aQin, Shuai,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 2 Special Issue on Innovative and Sustainable Technologies and Materials in Civil Engineering Infrastructures.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140052.htm =LDR 03885nab a2200601 i 4500 =001 JTE20140084 =003 IN-ChSCO =005 20161219061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 161219s2015\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20140084$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20140084$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL270 =082 04$a629.24/82$223 =100 1\$aChen, Albert Y.,$eauthor. =245 10$aAmbulance Service Area Considering Disaster-Induced Disturbance on the Transportation Infrastructure /$cAlbert Y. Chen, Ting-Yi Yu, Tsung-Yu Lu, Wen-Ling Chuang, Jihn-Sung Lai, Chin-Hsun Yeh, Yen-Jen Oyang, Mathew Heui-Ming Ma, Wei-Zen Sun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2015. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references$b41 =520 3\$aThe effectiveness of emergency medical services (EMS) depends on the existing infrastructure and allocation of medical resources. The response time for ambulances is in general considered a critical factor to the survival of EMS patients. EMS is a challenging task due to the spatial distribution of the population and geographical layout in the urban area. The spatial configuration of ambulance fleets and hospitals should be assessed to provide an efficient service. Additionally, EMS plays a critical role in disaster situations. In this research, the effect of disasters is considered as the disturbance to the EMS system. The objective of this research is to assess the service area of EMS after a disaster. In this study, the deviation of service area before and after the disaster on the transportation infrastructure is evaluated. Multi-layer perceptron (MLP) was used to predict EMS demand in usual conditions, and a loss estimation tool is used to model the disaster triggered demand. Given the usual and disaster triggered EMS demand, location of ad hoc EMS facilities were determined using cluster analysis, and the reachability of the facilities to individual demand points were evaluated using service area analysis. The proposed approach serves as an assessment methodology and also a planning tool for the preparedness of future disaster occurrences. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed December 19, 2016. =650 \0$aDisaster. =650 \0$aTransportation. =650 \0$aMulti-layer perceptron. =650 \0$aTire pressure gages. =650 \0$aTires$vDesign. =650 14$aEmergency medical services. =650 24$aTransportation. =650 24$aGeographic information system. =650 24$aDisaster. =650 24$aMulti-layer perceptron. =700 1\$aYu, Ting-Yi,$eauthor. =700 1\$aLu, Tsung-Yu,$eauthor. =700 1\$aChuang, Wen-Ling,$eauthor. =700 1\$aLai, Jihn-Sung,$eauthor. =700 1\$aYeh, Chin-Hsun,$eauthor. =700 1\$aOyang, Yen-Jen,$eauthor. =700 1\$aHeui-Ming Ma, Mathew,$eauthor. =700 1\$aSun, Wei-Zen,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 43, Issue 2 Special Issue on Innovative and Sustainable Technologies and Materials in Civil Engineering Infrastructures.$dWest Conshohocken, Pa. :$bASTM International, 2015$x1945-7553$yJTEVAB =856 40$uhttp://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140084.htm =LDR 02889nab a2200409 i 4500 =001 JTE20170463 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170463$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170463$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK153 =082 04$a621.382$223 =100 1\$aDoley, Jyoti K.,$eauthor. =245 10$aA Comparative Study on Formability of a Different Thickness FSWed AA 5052 Blank by Conventional and EM Forming /$cJyoti K. Doley, Sachin D. Kore. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aDifficult-to-weld aluminum alloys of different thicknesses in thin sheets of 1mm to 1.5mm are welded by Friction Stir Welding and then mechanically analyzed. Successful welds are obtained at constant tool spindle speed of 1,500r/min and at two tool traverse speeds of 68mm/min and 93mm/min. All the specimens failed at the weld region during tensile testing. Microstructure analysis suggests dynamic recrystallization with a finer grain size at the weld nugget and ductile modes of failure during tensile fracture with sharp sheared dimples at fracture surface. The welded blanks of AA 5052 H32 were then formed by an Electromagnetic Forming (EMF) process to characterize the forming behavior by high velocity forming. Furthermore, the EMF process was compared to a quasi-static forming process. It and a formability analysis were done in terms of a Limit Dome Height test and Forming Limit Diagram. It was found that the formability of welded blanks increases considerably with the EMF process, against the conventional process. However, the tensile strength of the welded blanks was lower than that of base materials, and hence, formability showed the same trend. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aElectromagnetic interference$xTesting. =700 1\$aKore, Sachin D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170463.htm =LDR 03283nab a2200421 i 4500 =001 JTE20180319 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180319$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180319$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620.1126$223 =100 1\$aJerina, K. L.,$eauthor. =245 10$aA Precision Statement for Fatigue of Solid Round Wire /$cK. L. Jerina, M. R. Mitchell. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aASTM E2948,Standard Test Method for Conducting Rotating Bending Fatigue Tests of Solid Round Fine Wire, is a procedure for rotating bending fatigue tests of fine wire to obtain the fatigue strength for metallic materials at a specified life in the fatigue regime where the strains are predominately and nominally linear elastic. This method is limited to the fatigue testing of small diameter solid round wire subjected to constant amplitude, completely reversed, periodic strain. The methodology can be useful in assessing the effects of inclusions, melt technique, and cold work processing. Data obtained in accordance with ASTM E2948 is subject to variability because of many factors. An inter-laboratory study (ILS) was performed to assess variability of the data and to develop a precision statement for ASTM E2948. Ten laboratories participated in the ILS. The samples consisted of two materials, Nitinol and 35N LT. Each material was supplied from a single lot from a single manufacturer. Samples were tested at three different strain amplitudes with ten replicates at each strain level. Variability of the resulting data was quantified as reproducibility limits, between laboratory variability, and repeatability limits, within laboratory variability. A precision statement for ASTM E2948 was formulated based on the reproducibility and repeatability limits determined from the inter-laboratory study. The viability of the limits is assessed with Monte Carlo simulations. Alternative methods of analysis using nonparametric statistics and bootstrap methods are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aStrains and stresses$xTesting. =650 \0$aMaterials$xFatigue$xTesting. =700 1\$aMitchell, M. R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180319.htm =LDR 04464nab a2200409 i 4500 =001 JTE20170273 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170273$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170273$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7875 =082 04$a621.381$223 =100 1\$aPrabhu, S. R. Boselin,$eauthor. =245 10$aA Review on Evaluation of Wireless Medical Monitoring Schemes and Analysis over Shared Operating Frequency Bands /$cS. R. Boselin Prabhu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWireless technology greatly created a transformation in healthcare and thereby removed the usage of cables, which were typically employed as an interweave amid hospital patients, thereby enabling the whole thing from remote access to connectivity amid monitoring devices. Numerous portable medical gadgets integrate wireless technology that might result in risks for life-support gadgets and similar applications. For ensuring amenability and preventing interferences, a need to validate the medical device with electromagnetic compatibility standards becomes mandatory. Protective patient privacy is deemed to be an energetic characteristic towards isolated patient monitoring schemes. Considering the rise in the quantity of feasible wireless medicinal products, they engage different wireless standards, and measured data have been transported at dissimilar rates. Thus, the foremost significant movement is towards supplementing the quantity of integration in wireless medical monitoring schemes. Similarly, the applications of implantable and ingestible wireless medical approaches are becoming increased, as they offer access to data collecting and data which was previously dreadful. Hence, there becomes a bigger possibility of improving the exactness of wireless positioning arrangements. In this article, a review on the evaluation of wireless medical monitoring schemes and analysis over shared operating frequency bands has been evaluated in a state-of-art manner; thereby, every structure has the potential to assist doctors for improving the dominance in lives of patients, thus application developments are properly discussed for progressing with these implements. Every device considered in this article is identical with each other in their elementary contrivances. However, they get fine-tuned in service towards different applications. Hence, every device entailed here is positioned to fit within the operating frequencies, either at 2.4GHz or 3.1GHz to 10.6GHz. A brief review has been made on these upcoming and prevailing strategies, like a wireless blood pressure cuff, wireless oximeter, wireless electrocardiogram monitoring, wireless electroencephalography headset, wireless glucometer, wireless blood pressure monitoring system, wireless alcoholmeter, wireless capsule camera, wireless triangulating position of objective instruments, wireless sensor network-based monitoring scheme, wireless posture monitoring scheme, wireless acceleration sensor, wireless gait analysis arrangement, wireless telemetry strain gauging humerus implant, wireless monitoring using a microelectromechanical system and application-specific integrated circuit, wireless telemetry stress monitoring knee implant, and wireless protein detection device. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aMicroelectromechanical systems. =650 \0$aMicrotechnology. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170273.htm =LDR 03441nab a2200445 i 4500 =001 JTE20180496 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180496$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180496$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.85$223 =100 1\$aHassan, Wahid,$eauthor. =245 10$aAcoustic Absorption Analysis and Modeling of Asphalt Mixtures /$cWahid Hassan, Emad Kassem, Mohammad Al-Assi, Okan Sirin, Md. Ohiduzzaman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aHighway traffic noise is a major environmental issue all over the world. This is particularly annoying to residents who live nearby major transportation corridors. Noise pollution adversely affects the quality of their life. It also causes sleep disturbance and anxiety. The most commonly used noise abatement technique is the use of noise barrier walls, which is costly and not always effective. Reducing the tirepavement noise at the source is a viable alternative to cut down the noise level. This study examined the use of an impedance tube to measure the acoustic absorption of asphalt mixtures in the laboratory. The effect of various parameters on the acoustic absorption was investigated including aggregate gradation, aggregate type, binder type, percent air voids, and specimen thickness. In addition, factors that could affect the acoustical performance of asphalt mixtures after pavement construction were also investigated including air void structure, surface texture, temperature, and surface conditions. Percent air voids and layer thickness were found to have a significant influence on the acoustic absorption of asphalt mixtures. An analytical model was proposed to estimate the acoustic absorption coefficient of asphalt mixtures during the design stage. A good correlation was found between predicted and measured absorption coefficients in the laboratory. In addition, a double-layer system of asphalt mixtures was found to be effective in providing improved acoustical performance that overcomes the issues associated with the use of open-graded friction course as a wearing surface. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aAsphalt emulsion mixtures$xEvaluation. =700 1\$aEmad Kassem,$eauthor. =700 1\$aAl-Assi, Mohammad,$eauthor. =700 1\$aSirin, Okan,$eauthor. =700 1\$aOhiduzzaman, Md.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180496.htm =LDR 03506nab a2200433 i 4500 =001 JTE20170590 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170590$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170590$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ820 =082 04$a333.92$223 =100 1\$aPragaspathy, S.,$eauthor. =245 10$aAn Experimental Validation on Adaptive Controllers in Tracking and Smoothening of Wind Power for a Variable-Speed System /$cS. Pragaspathy, B. Anand. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (30 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe ever-increasing demand for conventional energy sources has driven society toward more research and development in alternate energy resources and the importance of a sustainable environment. Among renewable resources, wind energy plays a prominent role as a source of electrical energy and has emerged as one of the leading green energy technologies with an annual average growth rate of 30 % across the globe. Though the impact has a clear vision when compared to previous decades, its aftereffect concerning the quantity and quality of power output receives a significant amount of interest on the wind energy scenario. This article presents an advanced control strategy to extract possible peak power and to explore fluctuation as less controlled output for a permanent magnet synchronous generatorbased variable-speed wind turbine system through adaptive peak power tracking controllers. A substantial voltage of ripple magnitude is derived to suppress the double line frequency ripples that exist between the dc-dc and dc-ac converters. The significant harmonic disorders are analyzed using Fast Fourier Transformation, and the elimination of the same is ensured by introducing appropriate harmonic trap filters. The output power is exercised accordingly with the help of a standalone energy storage unit and thereby power management is performed for the proposal. The control strategy ensures the appropriate selection of power source selection controllers, and the analysis reveals the prominent working of a standalone energy storage system in the typical area of requirements. The experimental validation is made with the prototype model from the laboratory experimentation, which is identical to the simulation platform. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aWind power. =650 \0$aWind power$xResearch. =650 \0$aSustainable development. =700 1\$aAnand, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170590.htm =LDR 03089nab a2200433 i 4500 =001 JTE20180244 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180244$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180244$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.5 =082 04$a624.1514$223 =100 1\$aShao, Shuai,$eauthor. =245 10$aAnisotropic Strength Characteristics of Loess under Three-Dimensional Stress Conditions /$cShuai Shao, Sheng-jun Shao, Ping Xu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTo study the failure conditions of anisotropic loess in the principal stress space, a series of true triaxial tests were performed on loess sampled in the Bailu Plateau of Xian, as loess deposits have a strong cross-anisotropic structure. The cuboid specimens of the prepared samples were cut along the vertical and horizontal directions to enable testing in any sector of the three-dimensional principal stress space. The shear strength laws of the pq planes with different intermediate principal stress ratios corresponding to different principal stress spaces were revealed. The failure surface was assumed to be symmetric with respect to the vertical axis of the principal stress space octahedral plane, which varies as a function of the Lode angle. On the same octahedral plane, the shear strength of a specimen, as the major stress, is applied along the vertical direction and is larger than that along the horizontal direction. Failure surfaces in all sectors are ellipses, which are symmetric with respect to the vertical axis, and the loess structure is not damaged under the stress conditions of true triaxial compression. Once the structure was damaged, the failure surface of the cross-anisotropic loess on the octahedral planes presented as a circle or a curved triangle as the average principal stress increased. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aShear strength of soils$xTesting. =650 \0$aTechnology. =700 1\$aShao, Sheng-jun,$eauthor. =700 1\$aXu, Ping,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180244.htm =LDR 02835nab a2200433 i 4500 =001 JTE20170226 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170226$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170226$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a100$223 =100 1\$aVennapusa, Pavana K. R.,$eauthor. =245 10$aAssessment of Support Conditions of Concrete Pavement Using FWD Deflection Basin Data /$cPavana K. R. Vennapusa, Yang Zhang, David J. White. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aResults from a field forensic investigation conducted using a falling weight deflectometer (FWD) and visual observations on a jointed concrete pavement that showed premature distresses are presented in this article. At the time of testing, the pavement was six years old and was supported on a crushed limestone granular base underlain by cohesive natural or fill subgrade. The primary objective of the field investigation was to assess whether the foundation support conditions contributed to the distresses observed. FWD tests were conducted on 140 panels over an 830-m-long section of which 25 panels showed distress. The FWD deflection basin data was used to calculate several index parameters, which showed statistically significant differences between the cracked and the uncracked slabs, which suggests that the foundation layer properties were comparatively weaker under the cracked slabs. Visual observations showed that some of the distresses were related to potential lateral movement of the slopes next to the pavement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aPavements, Concrete$xTesting. =650 \0$aPavements$xDesign and construction. =700 1\$aZhang, Yang,$eauthor. =700 1\$aWhite, David J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170226.htm =LDR 03093nab a2200445 i 4500 =001 JTE20160147 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160147$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160147$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401.3 =082 04$a620.1122$223 =100 1\$aHindman, Daniel P.,$eauthor. =245 10$aBending and Shear Stiffness of Cross-Laminated Timber Using a Variable Span Bending Test /$cDaniel P. Hindman, John C. Bouldin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCross-laminated timber (CLT) is a novel wood product composed of lumber layers adhered orthogonally to create a two-way composite plate. The orthogonal orientation of the layers creates bending stiffness in both in-plane directions. However, compared to a solid wood beam, the orthogonal orientation of CLT reduces the shear stiffness in the longitudinal direction. Compared to a solid wood beam of the same material, shear deformation in CLT increases by approximately 30 %. Test methods to evaluate the shear stiffness terms of CLT beams are needed. This article examined two possible methods to obtain the bending and shear stiffness terms of CLT beams: (1)a simultaneous solution of the beam formulas currently tested in the product standard for CLT and (2)a regression method for variable span beams. Both methods produced similar bending and shear stiffness results. The use of a wide range of length-to-depth (L/d) ratios is recommended, with a minimum L/d value less than 10:1. Different loading configurations can be incorporated into the regression method provided that the regression terms are kept consistent. The simultaneous solution is of particular interest since no additional testing is needed beyond the current beam configurations in the CLT product standard. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aBuilding materials$xService life. =650 \0$aComposite materials. =650 \0$aLumber$xTesting. =650 \0$aBuilding materials. =700 1\$aBouldin, John C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160147.htm =LDR 03490nab a2200457 i 4500 =001 JTE20170123 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170123$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170123$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aWang, Chao,$eauthor. =245 10$aCharacterizing the Temperature Effects on Rutting and Fatigue Properties of Asphalt Binders Based on Time-Temperature Superposition Principle /$cChao Wang, Yang Wang, Yangzhou Chen, Aboelkasim Diab, Zhanping You. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe objective of this article is to investigate the effects of temperature on rutting and fatigue cracking resistance of asphalt binders based on the time-temperature superposition principle (TTSP) In this study, the TTSP approach was employed to interpret the results of multiple stress creep recovery (MSCR) and linear amplitude sweep (LAS) tests for both neat and styrene-butadiene-styrene (SBS)modified asphalt binders. The higher stress level of 3.2kPa in the standard MSCR test procedure was extended to 10 and 15kPa to verify the stress sensitivity of the nonrecoverable compliance (Jnr) A loading duration of 5 minutes in the standard LAS test was extended to 10 and 15 minutes to develop the fatigue failure criterion at different conditions. The results demonstrate that the time-strain curves of the neat binder during the MSCR tests under different temperatures can be unified into a single strain master curve using the TTSP shift factors, based on which the predictiveJnrshowed good agreement with the measured values. This TTSP-based analysis approach does not work well for the MSCR results of the SBS-modified binder at high temperatures. However, the fatigue failure criterion determined from the LAS tests under different temperatures was verified to be successfully constructed into a single failure criterion according to the TTSP approach for both the neat and SBS-modified binders. Therefore, only an additional caution is raised for the TTS-based analysis on rutting resistance of the modified binder in a high temperature range. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aAsphalt concrete$xTesting. =650 \0$aAsphalt concrete$xMixing. =700 1\$aWang, Yang,$eauthor. =700 1\$aChen, Yangzhou,$eauthor. =700 1\$aDiab, Aboelkasim,$eauthor. =700 1\$aYou, Zhanping,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170123.htm =LDR 03587nab a2200445 i 4500 =001 JTE20180585 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180585$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180585$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA467 =082 04$a620.16$223 =100 1\$aSivan, Shiril,$eauthor. =245 10$aComparison of ASTM F2129 and ASTM F746 for Evaluating Crevice Corrosion /$cShiril Sivan, Elnaz Rahman, Jason D. Weaver, Matthew Di Prima. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCrevice corrosion is one of the major mechanisms that drives implant failure in orthopedic devices that have modular interfaces. Despite the prevalence of crevice corrosion in modular interfaces, very little is known with regards to the susceptibility of different material combinations to participate in crevice corrosion. In this study, we compare two electrochemical methods, ASTM F2129,Standard Test Method for Conducting Cyclic Potentiodynamic Polarization Measurements to Determine the Corrosion Susceptibility of Small Implant Devices, and a modified version of ASTM F746,Standard Test Method for Pitting or Crevice Corrosion of Metallic Surgical Implant Materials, in their ability to induce crevice corrosion. Four commonly used metals, 316 stainless steel, commercially pure titanium (Ti grade 2), Ti-6Al-4V (Ti grade 5), and cobaltchromiummolybdenum per ASTM F1537,Standard Specification for Wrought Cobalt-28Chromium-6Molybdenum Alloys for Surgical Implants (UNS R31537, UNS R31538, and UNS R31539), were used to form crevices with a rod and washer combination. As a control, the metal rod materials were tested alone in the absence of crevices using ASTM F2129 and the modified ASTM F746 method. As another control to determine if crevices formed with polymeric materials would influence crevice corrosion susceptibility, experiments were also conducted with metal rods and polytetrafluorethylene washers. Our results revealed more visible corrosion after ASTM F2129 than ASTM F746. Additionally, ASTM F746 was found to falsely identify crevice corrosion per the critical pitting potential when visual inspection found no evidence of crevice corrosion. Hence, ASTM F2129 was found to be more effective overall at evaluating crevice corrosion compared to ASTM F746. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aSteel$xCorrosion. =650 \0$aSteel$xSurfaces. =700 1\$aRahman, Elnaz,$eauthor. =700 1\$aWeaver, Jason D.,$eauthor. =700 1\$aDi Prima, Matthew,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180585.htm =LDR 02262nab a2200421 i 4500 =001 JTE20180351 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180351$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180351$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGB609.2 =082 04$a624.15$223 =100 1\$aZisman, E. D.,$eauthor. =245 10$aDetermination of Sinkhole Activity in Granular Sediments in West-Central Florida /$cE. D. Zisman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA new method is presented for determining the presence of sinkhole activity using the current (2017) Florida statute. The new method uses a modified raveling index (modified with normalized N-values) for verification of sinkhole activity together with consideration of other non-sinkhole causes of building distress. In addition, the problems associated with detecting cover collapse and cover subsidence sinkholes are also considered. Difficulties in applying the Florida statute are also discussed, and recommendations for improvement of the statute are provided. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aSinkholes. =650 \0$aSubsidences (Earth movements) =650 \0$aEarth movements and building. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180351.htm =LDR 02279nab a2200421 i 4500 =001 JTE20170396 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170396$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170396$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a624.18340287$223 =100 1\$aGke, H. Sleyman,$eauthor. =245 10$aA Functional Bleeding Test Apparatus for Concrete /$cH. Sleyman Gke, zge Andi-ak?r. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aBleeding is one important indicator that is related to the physical and mechanical properties of fresh and hardened concrete. Standards generally prefer methodologies that are similar to one another to measure the bleeding of fresh concrete. The preferred test apparatus used in the standards is troublesome because it requires a manual test procedure and repeated measurements until final setting of the fresh concrete. The functional bleeding test apparatus presented in this study will ease test performance and eliminate the faults caused by the test procedure and the experimenter. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aConcrete$xTesting. =650 \0$aConcrete construction$xTesting. =700 1\$aAndi-ak?r, zge,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170396.htm =LDR 02782nab a2200445 i 4500 =001 JTE20160521 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160521$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160521$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA274.42 =082 04$a519.23$223 =100 1\$aCao, Yu,$eauthor. =245 10$aDynamic Testing and Analysis of Poissons Ratio of Lumbers Based on the Cantilever-Plate Bending Mode Shape Method /$cYu Cao, Minmin Li, Zheng Wang, Yunlu Wang, Zizhen Gao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this work, a method for dynamic testing of Poissons ratio of dimension lumber was proposed, based on the strain oscillation curve of first-order bending vibration of a cantilever plate. The method is efficient and convenient with good repeatability and high accuracy. Poissons ratios along grain and across grain (?, L, R,,,,,, and ?, R, L,,,,,,, respectively) on radial sections (LR section) and across grain (?, R, T,,,,,, ) on transverse sections of Sitka Spruce specimens were measured. The results show that the Poissons ratio along grain on the LR section ?, L, R,,,,,, is one order higher than that across grain on the LR section ?, R, L,,,,,, . Additionally, the accuracy of the elastic modulus of cantilever plate specimens calculated by theoretical equations of cantilever beam was analyzed. For cantilever plate of Sitka Spruce with an aspect ratio of four, the error of elastic modulus calculated with the cantilever formula is 0.7 %. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aPoisson processes. =700 1\$aLi, Minmin,$eauthor. =700 1\$aWang, Zheng,$eauthor. =700 1\$aWang, Yunlu,$eauthor. =700 1\$aGao, Zizhen,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160521.htm =LDR 02813nab a2200445 i 4500 =001 JTE20180198 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180198$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180198$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP1180.P68 =082 04$a668.4234$223 =100 1\$aGms, Beril Eker,$eauthor. =245 10$aDynamical Mechanical Properties of Polypropylene Composites Filled with Olive Pit Particles /$cBeril Eker Gms, zlem Yagci, Duygu Ceylan Erdogan, Mnir Tasdemir. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWood Polymer Composites (WPCs) have attracted attention in recent years because of growing ecological, social, and economic awareness. This study focuses on polymer composites filled with olive pit particles. In the present study, the test specimens were prepared with different ratios of mixtures that contain polypropylene (PP), olive pit particles in four different concentrations (5.0, 10.0, 15.0, and 20.0wt%), and maleic anhydride as modifier. The mechanical, thermal, and viscoelastic properties of the WPC were obtained using Dynamic Mechanic Analyzer test equipment and a thermogravimetric differential thermal analyzer. Fourier transform infrared spectroscopy was carried out in order to determine the chemical bonds of these materials. The specimens were also characterized by scanning electron microscopy. The results of the study demonstrated that olive pit particles could be used as reinforcement for PP because of their good thermal and mechanical effects. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aPolypropylene. =650 \0$aReinforced plastics. =700 1\$azlem Yagci,$eauthor. =700 1\$aErdogan, Duygu Ceylan,$eauthor. =700 1\$aTasdemir, Mnir,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180198.htm =LDR 03833nab a2200433 i 4500 =001 JTE20170229 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170229$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170229$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1075 =082 04$a621.890202$223 =100 1\$aKatpatal, Dhananjay C.,$eauthor. =245 10$aEffect of CuO Nanoparticles on Rheological Behavior of ISO VG46, Jatropha Oil, and Their Blend /$cDhananjay C. Katpatal, Atul B. Andhare, Pramod M. Padole. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (23 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article presents experimental results on the mixing of CuO nanoparticles in ISO VG 46 oil, Jatropha oil, and a blend of the two oils. Initially, blend oil was prepared by mixing ISO VG46 and Jatropha oil in a fixed proportion. This blending caused a reduction in the viscosity of the oil mix as compared to the ISO VG46 oil. Therefore, to bring the viscosity of the blend oil to the level of the ISO VG46 oil, various concentrations of CuO nanoparticles were added to the blend to prepare stable nano-blend oils. The stability of the blend oil, ISO VG46, and Jatropha oil-based nano-lubricants was checked by measuring viscosity at regular intervals of time, and it is observed that stability decreases with the increase of CuO loading in base fluid. Viscosity values of nano-blend oils for various concentrations of CuO ranging from 0 to 3wt. % were measured. These values were compared to the viscosity values of ISO VG46 and Jatropha oil-based nano-lubricants with the same CuO concentrations. About 19, 17, and 20 % enhancement in viscosity was observed in the blend oil, ISO VG46 oil, and Jatropha oil-based nano-lubricants, respectively, for 3wt. % concentrations of CuO at 30C. The nano-blend oil showed inferior performance up to 2wt. % concentration of CuO in the entire temperature range (30 to 60C) The viscosity of the nano-blend oil dispersing with 3wt. % concentration matched well with the viscosity of ISO VG46 mineral oil. Furthermore, the experimental viscosity data of all the types of nano-lubricants are compared to the different viscosity models, and it is observed that the viscosity of the nano-lubricants closely matched with a viscosity model available in the literature. It is observed from viscosity sensitivity analysis that viscosity is more sensitive to greater concentration. The studies on the effects of nanoparticles concentration on density and friction coefficients revealed that the addition of nanoparticles in base oils had a small impact on pumping power. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aLubrication and lubricants. =650 \0$aLubrication and lubricants$xTesting. =700 1\$aAndhare, Atul B.,$eauthor. =700 1\$aPadole, Pramod M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170229.htm =LDR 02436nab a2200409 i 4500 =001 JTE20170531 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170531$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170531$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD9156.J8 =082 04$a338.17354$223 =100 1\$aGopinath, P.,$eauthor. =245 10$aEffect of Jute Reinforcement Parameters on Mechanical Properties of Composite Structures /$cP. Gopinath, P. Suresh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this study, yarn finenesses that are used in the fabric preform, fabric preform density, and preform laying angle were taken as the three important variables, and then the range of the process parameter was also selected based on the pilot run. These selected process parameters and their three different ranges were selected to conduct the experiments. In pure jute composites, the measured properties of tensile strength, flexural strength, and compression strength were very high in the plain-woven composites. This is ascertained through verification of experiments by producing a new sample. Through signal-to-noise ratio analysis, the research found that an optimum flexural value of 85.6822MPa is obtained by maintaining the process parameter pattern as A1B1C1. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aJute fiber. =700 1\$aSuresh, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170531.htm =LDR 02641nab a2200445 i 4500 =001 JTE20170579 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170579$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170579$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC191 =082 04$a620.1123$223 =100 1\$aGao, Chenghui,$eauthor. =245 10$aEffect of Sample Tilt on Spherical Indentation of an Elastic Solid /$cChenghui Gao, Ligang Yao, Rongye Zheng, Ming Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe effect of sample tilt in spherical indentation is studied by recourse to three-dimensional finite element simulation of the loading process. An elastic solid subjected to a rigid spherical indenter is considered under either frictionless or infinitely frictional contact condition. It is found the contact boundary is not parallel with the tilted surface, and the tilt angle of the contact boundary is smaller than the sample tilt angle. The side force is prominent for frictionless contact, and the ratio of side force to normal force increases with the sample tilt angle because of a larger unbalanced displacement field. Nevertheless, the ratio of side force to normal force is relatively small for infinitely frictional contact because the displacement distribution is controlled by the nonslip condition and almost balanced irrespective of sample tilt. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aElastic solids$xTesting. =650 \0$aElasticity. =700 1\$aLigang Yao,$eauthor. =700 1\$aRongye Zheng,$eauthor. =700 1\$aMing Liu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170579.htm =LDR 02872nab a2200445 i 4500 =001 JTE20170545 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170545$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170545$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN775 =082 04$a669.7$223 =100 1\$aKumar, G. B. Veeresh,$eauthor. =245 10$aEffect of Tungsten Carbide Reinforcement on the Aluminum 6061 Alloy /$cG. B. Veeresh Kumar, R. Pramod, P. S. Shivakumar Gouda, C. S. P. Rao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAluminum matrix composites are often preferred in automotive, aerospace, and ship building owing to their enhanced properties over conventional engineering aluminum alloys. In this article, the results of the investigations on the mechanical properties and sliding wear behavior of aluminumtungsten carbide (WC) composites are presented and discussed. Metal matrix composites of Al6061 containing different percentages of WC were prepared by powder metallurgy techniques. All testing was conducted according to ASTM standards. The dry sliding wear tests were conducted at a constant velocity and load varying from 10 to 40N. The composite density was found to increase with greater filler contents and is further in agreement with the values of theoretical density. The Brinell hardness and ultimate tensile strength of the composites increased with a greater ceramic phase and decreased filler size, with a decrease of percentage elongation. The dry sliding wear of the composites with WC reinforcement displayed the greater resistance to wear. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aAluminum alloys. =650 \0$aAluminum alloys$xTesting. =700 1\$aPramod, R.,$eauthor. =700 1\$aGouda, P. S. Shivakumar,$eauthor. =700 1\$aRao, C. S. P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170545.htm =LDR 03133nab a2200433 i 4500 =001 JTE20170090 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170090$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170090$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD79.T38 =082 04$a543.26$223 =100 1\$aHan, Sangyoung,$eauthor. =245 10$aEffects of Geometric Design on Early-Age Thermal Behavior of Drilled Shaft /$cSangyoung Han, Adrian M. Lawrence, Mang Tia, Michael Bergin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article presents an investigation on the early-age thermal behavior of drilled shafts with different geometric dimensions through numerical analysis. Finite-element models by using DIANA software were developed to analyze the thermal behavior of drilled shafts. In order to validate the finite-element model, four concrete drilled shafts were constructed and evaluated under Florida conditions for monitoring their actual thermal behavior. The calculated temperatures from the analytical model matched well with the measured values from the constructed shafts. All the drilled shafts with a diameter greater than 1.83m (6ft) produced a high maximum temperature and a maximum temperature differential which failed the allowable temperature set by the American Concrete Institute and the Florida Department of Transportation to prevent thermal cracking. Also, it was found that the dimension of the drilled shaft had the greatest influence on the maximum temperature inside a shaft. Analysis was performed to investigate whether the use of drilled shafts with a centroid void in the shaft could reduce the maximum temperature and maximum temperature differential. The results indicated that this is a viable alternate shaft design for controlling the maximum temperature and maximum temperature differential in concrete drilled shafts at an early age. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aThermal analysis. =700 1\$aLawrence, Adrian M.,$eauthor. =700 1\$aTia, Mang,$eauthor. =700 1\$aBergin, Michael,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170090.htm =LDR 03116nab a2200445 i 4500 =001 JTE20170711 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170711$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170711$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a624$223 =100 1\$aJiang, Jiwang,$eauthor. =245 10$aEffects of Loading Rate and Temperature on Cracking Resistance Characteristics of Asphalt Mixtures Using Nonnotched Semicircular Bending Tests /$cJiwang Jiang, Qiao Dong, Fujian Ni, Yanjing Zhao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this study, the effects of loading rate and temperature on the cracking resistance of asphalt mixtures under static loading were examined by a nonnotched, semicircle bending test. Twenty-four test conditions combined by eight loading rates (0.1, 0.75, 3, 7.5, 15, 30, 50, and 80mm/min) and three temperatures (10C, 0C, and 15C) were selected to be conducted using one stone matrix asphalt mixture. Five cracking parameters, namely, peak force (Fmax), peak displacement (Dp), work of before-cracking (Wc), cracking failure displacement (Dcf), and work of cracking failure (Wcf), were proposed in order to evaluate the cracking resistance of asphalt mixtures. According to the results of this study, the cracking failure mode of asphalt mixtures can be divided into three conditions: brittle cracking, flexible damage, and fall in between. For the test condition of a higher loading rate and lower temperature, the cracking failure mode would be closer to brittle cracking. Both loading rate and temperature influence the test results of all cracking parameters in different ways. According to the statistical analysis, peak force is sensitive to loading rate, and the displacement and energy parameters are sensitive to temperature variation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aAsphalt concrete$xCracking. =650 \0$aAsphalt concrete$xFatigue. =700 1\$aDong, Qiao,$eauthor. =700 1\$aNi, Fujian,$eauthor. =700 1\$aZhao, Yanjing,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170711.htm =LDR 02970nab a2200433 i 4500 =001 JTE20170074 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170074$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170074$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA434 =082 04$a537.24$223 =100 1\$aDey, Gopinandan,$eauthor. =245 10$aElectrical Conductivity, Dielectric Permittivity, and Degree of Saturation of Cement Mortar at Low Radio Frequencies /$cGopinandan Dey, Abhijit Ganguli, Bishwajit Bhattacharjee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe relationship between the electrical properties and the degree of moisture saturation (DoS) in cement-based materials is a topic of interest with regard to material durability. In this article, an impedance-based approach is presented to characterize the electrical properties as a function of DoS using simplified instrumentation and a new measurement technique. The variation of the real and imaginary parts of the impedance is investigated for saturated and partially saturated conditions at electromagnetic radio frequencies (RF) between 100500kHz. Mortar prism samples with water to cement ratios (w/c) of 0.60 and 0.70 are used. A circuit model is proposed to explain the behavior and to calculate the bulk conductivity and permittivity for various saturation degrees. The bulk conductivity of the material is found to follow a systematic pattern for various DoS and at different excitation frequencies, which facilitates the establishment of an empirical quantitative relationship between conductivity and the DoS. Moreover, the enhancement of bulk permittivity at low RF is noticed, and its variation for various DoS is investigated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aCement$xElectric properties. =650 \0$aDielectrics. =700 1\$aGanguli, Abhijit,$eauthor. =700 1\$aBhattacharjee, Bishwajit,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170074.htm =LDR 03476nab a2200433 i 4500 =001 JTE20180336 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180336$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180336$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P58 =082 04$a620.19204292$223 =100 1\$aUyor, U. O.,$eauthor. =245 10$aEnhanced Thermal and Mechanical Properties of Polymer Reinforced with Slightly Functionalized Graphene Nanoplatelets /$cU. O. Uyor, A. P. I. Popoola, O. M. Popoola, V. S. Aigbodion. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSlightly oxidized graphene nanoplatelets (GNPs) were functionalized using 3-hydroxytyramine hydrobromide. The functionalized GNPs, denoted as fGNPs, were examined using Fourier transform infrared and a Raman spectrometer, which revealed a slight reduction in the sp2network domain compared with unmodified GNPs. Compared with previous reports on functionalized highly oxidized graphene, the degree of the sp2structural destruction was less, as revealed by Raman analysis. The aim was to address the challenges of high agglomeration of graphene in polymer matrix and high destruction of graphenes conjugal structure during functionalization, which deteriorates graphenes excellent properties and makes it less effective in improving the polymers properties. This was achieved by slight functionalization of GNPs because they contained little oxygen functional groups. In this study, a thermal conductivity increase of about 295 % was recorded when 6.67wt. % fGNPs were incorporated into the poly(vinylidene fluoride) (PVDF) matrix. Also, with 3.34wt. % of the GNPs composite, the tensile strength and Youngs modulus were measured with an increase of about 64 % and 100 %, respectively. The enhanced properties of the polymer nanocomposites were due to better dispersion of fGNPs and interaction with the polymer matrix compared to unfunctionalized GNPs composites as was indicated by a scanning electron microscope. The composites were prepared by solution blending and melt compounding process. Such composites can find application in automobile and aerospace industries in which good mechanical and thermal properties are required. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aPolymers$xMechanical properties. =700 1\$aA. P. I. Popoola,$eauthor. =700 1\$aPopoola, O. M.,$eauthor. =700 1\$aAigbodion, V. S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180336.htm =LDR 03589nab a2200421 i 4500 =001 JTE20170605 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170605$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170605$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.85$223 =100 1\$aSaride, Sireesh,$eauthor. =245 10$aEstimation of Service Life of Geosynthetic-Reinforced Asphalt Overlays from Beam and Large-Scale Fatigue Tests /$cSireesh Saride, V. Vinay Kumar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (24 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this study, an attempt has been made to develop a model to predict the service life of geosynthetic-reinforced hot mix asphalt (HMA) overlay placed over distressed pavements based on fatigue behavior observed in beam and large-scale tests. A two-stage detailed experimental program was designed to understand the fatigue behavior and reinforcement effects of asphalt overlays reinforced with geosynthetic interlayers. During the first stage, small-scale beam flexural fatigue tests were conducted on the HMA overlays to understand the reflection cracking and deformation behaviors with the aid of digital image correlation (DIC) techniques. During the second stage, the fatigue behavior of overlays was evaluated under repeated load tests on large-scale pavement sections built over a weak subgrade in a large test tank. Two types of geosynthetic interlayers, namely, polyester grid coated with polymer modified binder (PE) and a glass-grid composite (GGC) with different tensile strength and strain characteristics, were employed. The beam flexural fatigue test results along with DIC data indicated that the geosynthetic-interlayers have effectively minimized the crack propagation into overlays even under unconfined conditions. Whereas, for the same permanent deformation, the large-scale test sections sustained a higher number of load repetitions, reaching 100-fold, because of the presence of a base course structural support. A simple model to estimate the service life of the geosynthetic asphalt overlays has been proposed based on the beam fatigue tests viz. normalized complex modulus cycles and a corresponding number of load repetitions for a prescribed rutting. Overall, for a vertical deformation of about 7.5mm, it is estimated that GGC and PE interlayers would give a service life of 4.1 and 2.9years, respectively, in real field scenarios. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aAsphalt. =650 \0$aAsphalt$xTesting. =700 1\$aVinay Kumar, V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170605.htm =LDR 03646nab a2200445 i 4500 =001 JTE20180385 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180385$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180385$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA419 =082 04$a620.12$223 =100 1\$aKhoshbakht, N.,$eauthor. =245 10$aEvaluation of ASTM D5764 Dowel Connection Tests for Laminated Veneer Bamboo (LVB) /$cN. Khoshbakht, P. L. Clouston, S. R. Arwade, A. C. Schreyer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe ASTM D5764 standard,Standard Test Method for Evaluating Dowel-Bearing Strength of Wood and Wood-Based Products, for testing dowel connections provides a procedure for measuring the dowel bearing strength of wood and wood-based products. Laminated veneer bamboo (LVB) is a new building product that is employed in similar sizes and applications as dimensional lumber. Being new, more research is needed to understand the key factors and fundamental failure mechanisms that occur in LVB dowel connections to help ensure safe standards for further LVB product adoption and design. This study develops three-dimensional bilinear finite element models for half- and full-hole specimens in accordance with ASTM D5764 when loaded in compression parallel to the grain. The models simulate LVB fracture initiation due to shear stresses in the dowel joint by incorporating frictional stresses in the contact region between a steel bolt and LVB. The model also predicts displacement at failure, which is validated through comparison with experimental results: the material fails at 1 and 1.18mm displacement loading parallel to the grain for half- and full-hole specimens, respectively. It is found that, despite the higher load-bearing capacity (strength) of the half-hole specimen, both specimens fail at approximately the same displacement because of in-plane shear stresses. This article clarifies the complex interactive state of in-plane shear, tension perpendicular to the grain, and compression parallel-to-grain stresses using the TsaiWu failure criterion in the critical zone beneath the bolt hole for half- and full-hole specimens. These findings suggest that care should be taken to select a test method that captures the performance of LVB dowel joints because of different failure mechanisms that occur for full- and half-hole specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aWood. =650 \0$aWood$xTesting. =700 1\$aClouston, P. L.,$eauthor. =700 1\$aArwade, S. R.,$eauthor. =700 1\$aSchreyer, A. C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180385.htm =LDR 02780nab a2200421 i 4500 =001 JTE20170053 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170053$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170053$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a624.18340287$223 =100 1\$aJomaah, Muyasser Mohammed,$eauthor. =245 10$aEvaluation of Structural Lightweight Concrete Produced Utilizing Crushed Medical Solid Waste Materials /$cMuyasser Mohammed Jomaah, Hanadi Abdulhakem Abdulazez, Shamsad Ahmad. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn the reported study, lightweight concrete mixtures were prepared by utilizing different dosages of crushed medical solid waste as a partial replacement of normal coarse aggregate. An additive was used to ensure a good bond between plastic waste particles and other concrete ingredients. A slump test was conducted on each mixture to measure the workability. Specimens were prepared to evaluate their density, compressive strength, splitting tensile strength, modulus of rupture, and modulus of elasticity. The properties of the developed concrete mixtures were compared with those of the reference concrete mixture prepared without any waste material. The unit weight, workability, and mechanical properties of the developed concrete decreased significantly with the increasing quantity of medical solid waste. However, because of the reduced unit weight of the developed concrete, a mixture with 50 to 75 % plastic materials can be used as a structural lightweight concrete. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aConcrete$xTesting. =700 1\$aAbdulazez, Hanadi Abdulhakem,$eauthor. =700 1\$aAhmad, Shamsad,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170053.htm =LDR 02602nab a2200433 i 4500 =001 JTE20170569 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170569$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170569$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a621.483320287$223 =100 1\$aKemparaju, H. R.,$eauthor. =245 10$aExperimental Investigations on Free Vibration of Plates /$cH. R. Kemparaju, Prasanta Kumar Samal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this article, the natural frequencies, damping ratios, and damping constants of plates in different materials such as Steel, Aluminum, and Copper, with different boundary conditions like clamped-clamped-clamped-clamped (CCCC), clamped-clamped-clamped-free (CCCF), clamped-clamped-free-free (CCFF), clamped-free-free-free (CFFF) and free-free-free-free (FFFF), have been experimentally investigated. Natural frequencies obtained experimentally are compared to the natural frequencies obtained from numerical analysis using finite element analysis package ANSYS. The effects of different parameters like density, boundary conditions, and fixed edge length on free vibration characteristics of the plates are discussed. The damping ratios are determined experimentally, and the effect of boundary conditions on the damping ratio is also discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aFracture mechanics. =650 \0$aMaterials$xTesting. =650 \0$aPlates, Iron and steel$xTesting. =700 1\$aSamal, Prasanta Kumar,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170569.htm =LDR 03065nab a2200469 i 4500 =001 JTE20180548 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180548$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180548$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aLi, Feng,$eauthor. =245 10$aExperimental Study on Heat-Reflective Epoxy Coatings Containing Nano-TiO2 for Asphalt Pavement Resistance to High-Temperature Diseases and CO/HC Emissions /$cFeng Li, Siqi Zhou, Yuchuan Du, Xingyi Zhu, Jing Yu, Kangyu Fu, Zhenglong Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe experimental study and an optimized formulation heat-reflective coating has been studied with epoxy resin as the matrix resin and nano titanium dioxide (TiO2) as the functional filler for asphalt pavement to deal with high-temperature diseases and carbon monoxide (CO) and hydrocarbon (HC) emissions from automobile exhaust. The mass ratio of the epoxy resin: diluent: curing agent: nano-TiO2: and ferric oxide was determined to be 100: 24: 36: 6.4: 0.3. Under the irradiation of the tungsteniodine lamp, the epoxy coatings can reduce the surface temperature of the asphalt pavement to 57.9C, whereas the reference surface temperature reaches 71.3C. The epoxy coatings exhibited excellent wear resistance after 3h of testing on a rutting machine. Furthermore, the CO/HC decomposition effect on the epoxy coatings has also been investigated, with a maximum decomposition rate of 19.3 % at 50C and an ultraviolet intensity of 2,770?W/cm2. The epoxy coatings have been proven to be a good solution for high-temperature disease and excessive CO/HC emissions from asphalt pavements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aAsphalt concrete$xTesting. =700 1\$aZhou, Siqi,$eauthor. =700 1\$aDu, Yuchuan,$eauthor. =700 1\$aZhu, Xingyi,$eauthor. =700 1\$aYu, Jing,$eauthor. =700 1\$aFu, Kangyu,$eauthor. =700 1\$aYang, Zhenglong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180548.htm =LDR 03003nab a2200409 i 4500 =001 JTE20170247 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170247$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170247$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA419 =082 04$a620.12$223 =100 1\$aWang, Jieying,$eauthor. =245 10$aField Monitoring of Vertical Movement in a Six-Story Wood-Frame Building in Coastal British Columbia /$cJieying Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aVertical movement was monitored for 24 months in a six-story wood-frame residential building in the coastal climate of British Columbia, Canada, from construction to service. The work was part of a long-term study to assist in the design of mid-rise wood-frame buildings. Displacement sensors were installed from the first floor to the top floor in a party wall, a hallway wall, and an interior partition wall, plus in the bottom two floors of an exterior wall to measure vertical movement, after the roof sheathing was installed. In addition, sensors were installed in the party wall and the exterior wall on the first floor to measure the moisture content of the wood, together with sensors for measuring environmental conditions in service. It was found that downward vertical movement, i.e., building shortening, occurred from construction to service and leveled off after a period of about 17 months. From the top of sill plates to the underside of roof trusses, the shortening reached approximately 34mm at the party wall, 35mm at the hallway wall, and 37mm at the interior partition wall. The average shortening amount of 35mm exceeded the predicted shrinkage amount based on a commonly used calculation method by about 25 %. The effects of loads on vertical movement should be taken into account in the design of mid-rise wood-frame construction. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aWood. =650 \0$aWood$xTesting. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170247.htm =LDR 03002nab a2200421 i 4500 =001 JTE20170263 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170263$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170263$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a620.136$223 =100 1\$aNi, Sheng-Huoo,$eauthor. =245 10$aHHT-Based CEEMD to Improve an Impact Echo Test /$cSheng-Huoo Ni, Ji-Lung Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAn impact echo (IE) test is a common, low-strain integrity test used to evaluate the thickness and inner condition of concrete plates. The vibration signal propagating along the thickness of a plate is of concern. However, the measured signal includes other waves, such as surface waves, reflective waves, noises from the environment, and so on. These unwanted signals affect the detection of plate integrity. The HilbertHuang transform (HHT), which is based on complementary ensemble empirical mode decomposition (CEEMD), has been found to distinguish and interpret IE signals effectively. This method breaks signals down into several meaningful ingredients called intrinsic mode functions (IMFs) CEEMD can also substantially reduce mode mixing and the final residue. The critical parameters of CEEMD are studied by coherence in the frequency domain, and their performance is demonstrated in this study. A Hilbert spectrum analysis is also proposed to distinguish various types of IE signals and enhanced to explain its properties. After obtaining the IMF of the echo wave, the corresponding frequency of the peak magnitude could be used to calculate the interface position. In addition, an approach is also proposed to calculate the depth interface using the IMF phase information, and the result shows that it can be evaluated successfully. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aConcrete$xEvaluation. =650 \0$aConcrete. =700 1\$aLi, Ji-Lung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170263.htm =LDR 02837nab a2200421 i 4500 =001 JTE20170419 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170419$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170419$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ930 =082 04$a621.8672$223 =100 1\$aGarca, David Becerril,$eauthor. =245 10$aLeakage Performance of Joints in Gravity Flow Pipes Subjected to Shear Force, Angular Misalignment, and Diameter Deformation /$cDavid Becerril Garca, Ian D. Moore. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCurrent standards for quality control testing of joints in gravity flow pipelines specify tests that do not evaluate conditions that have been registered in full-scale laboratory tests and are estimated using simplified design equations, particularly the shear forces transferred across the joint. In this research study, the leakage performance of joints in reinforced concrete, corrugated high-density polyethylene, and corrugated steel pipelines is evaluated when joints are subjected to expected service conditions. To do this, a testing apparatus that is capable of applying expected demands in a controlled fashion while the pipeline is subjected to internal or external fluid pressures was developed. It was observed that shear force and diameter changes controlled the leakage resistance of those joints, and that some were more susceptible to leakage when subjected to internal pressure compared to external pressure. The results are used to establish recommendations regarding test procedures of joints for culverts and other gravity flow applications. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aPipe$xTesting. =650 \0$aPipelines$xDesign and construction. =700 1\$aMoore, Ian D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170419.htm =LDR 03180nab a2200481 i 4500 =001 JTE20170429 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170429$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170429$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS228.9 =082 04$a671.52$223 =100 1\$aBabu, K. Kamal,$eauthor. =245 10$aMicrostructure Evaluation on Friction Stir Welding of Cryorolled 2219 Aluminum Alloy /$cK. Kamal Babu, K. Panneerselvam, P. Sathiya, A. Noorul Haq, S. Sundarrajan, P. Mastanaiah, C. V. Srinivasa Murthy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article presents a study of friction stir welding (FSW) on cryorolled (CR) AA2219 alloy using a hexagonal pin tool with different set of process parameters. Normally, AA2219 alloy is difficult to weld, but it is possible to get a defect-free, sound weldment with a solid-state welding technique (FSW) compared to traditional welding methods. Here, among the 9 weld joints, the weld made on CR AA2219 by the hexagonal pin tool with 1,000r/min tool rotational speed at 25mm/min welding speed and 3 axis inclination exhibited better tensile strength, impact toughness, hardness, and corrosion resistance. It was confirmed by microscopy analysis that the ultrafine grains structure and dissolution of Al2Cu were present at the weld zone. The fine dimple morphology was found at the fracture surface area of weldment. Also, the X-ray Diffraction (XRD) and energy-dispersive X-ray results showed that the intensity of Al2Cu was decreased at the weld portion for the CR AA2219. Dissolution of precipitates resisted the flow of electrons and delivered good resistance against corrosion. Corroded portion surface topography was analyzed, and pit details were measured. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aAluminum alloys$xWelding. =650 \0$aFriction welding. =700 1\$aPanneerselvam, K.,$eauthor. =700 1\$aSathiya, P.,$eauthor. =700 1\$aNoorul Haq, A.,$eauthor. =700 1\$aSundarrajan, S.,$eauthor. =700 1\$aMastanaiah, P.,$eauthor. =700 1\$aSrinivasa Murthy, C. V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170429.htm =LDR 03237nab a2200421 i 4500 =001 JTE20170398 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170398$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170398$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD9545 =082 04$a333.82$223 =100 1\$aZhang, Bo,$eauthor. =245 10$aMultiscale Experiments and Multifractal Analysis of Bituminous Coals: Dominant Pore Properties for Gas Permeability /$cBo Zhang, Jie Zhu, Yaodong Jiang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe pore characteristics of coal are highly correlated with gas permeability. In this study, multifractal analysis based on mercury intrusion porosimetry (MIP) was used to investigate the pore spatial distributions and heterogeneity of pore size distributions (PSDs) of three sister coal samples collected from the Xin Zhouyao mine in China. The mercury intrusion data, under pressures of over 10MPa, were corrected in combination with the gas adsorption results. All CT images were processed by using the Image-Pro Plus (IPP) software (Media Cybernetics, Inc., Rockville, MD) The pore volume percentage information obtained from the MIP was found to be coincident with the 3D reconstructions. Seepage experiments were also carried out under different gas pressures to analyze the effect of the pore parameters on permeability. The results from these experiments showed that for the three coal samples, the degree of clustering of the pores is the dominant factor for permeability and should be the first factor considered. Variations of?(q, ?) versus?indicated that the PSDs of coals have multifractal behavior. Multifractal analysis was suggested by the extracted parameters from the PSDs, including the capacity dimensionD0, the information dimensionD1, the correlation dimensionD2, the widths of the right sideD0D10, and of the left sideD10D0ofDqspectra, and the widths of left side?0?q+and right side?0?qof thef(?) spectrum. These parameters were further discussed to evaluate the permeability. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aCoal$xEvaluation. =700 1\$aZhu, Jie,$eauthor. =700 1\$aJiang, Yaodong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170398.htm =LDR 03551nab a2200433 i 4500 =001 JTE20180332 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180332$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180332$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH9031 =082 04$a693.893$223 =100 1\$aNobari, Omid,$eauthor. =245 10$aOptimal Point-to-Point Path Planning of Manipulator by Using Vibration Damping Optimization Algorithm and Game Theory Method /$cOmid Nobari, Arash Nobari, Reza Eslamipoor. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (22 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this article, designing an optimal path in two forms of point-to-point is investigated. In the first case, the optimal path planning and determination of the load-carrying capacity of a manipulator in a point-to-point and open-loop case is studied. In the second case, the path-planning problem and maximum load-carrying capacity of manipulators are investigated in a closed-loop point-to-point case. Designing an optimal path in a point-to-point and open-loop case is studied using a vibration damping optimization algorithm. In order to design the controller in the closed-loop case, the game theory approach, which is a generalized form of nonlinear optimum control, is used. In this method, in addition to considering the dynamics of the manipulator, the dynamics of the driving system are also considered. Moreover, the method is able to investigate the effects of the disturbances introduced by the driving system. In the proposed method, the voltage of engines and system disturbances are considered as the players. The optimum strategy of players is calculated based on the Nash equilibrium strategy, and the optimum value of control inputs is determined using an iterative algorithm based on solving Riccati equations. The problem of designing a controller is proposed in the form of a differential game problem with zero sum. The results indicate that for a fixed-base two-link manipulator, the design of the controller based on a differential game made it possible to control the effect of system disturbances so that the load-carrying capacity experienced small changes compared to the desired case and without system disturbances resulting from the data obtained from point-to-point and open-loop cases. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aDampness in buildings$xPrevention. =650 \0$aDampness in buildings. =650 \0$aDwellings$xMaintenance and repair. =700 1\$aNobari, Arash,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180332.htm =LDR 03010nab a2200421 i 4500 =001 JTE20180157 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180157$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180157$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.85$223 =100 1\$aLi, Qiang,$eauthor. =245 10$aPerformance Evaluation of Warm-Mix Recycled Asphalt Binders after Long-Term Aging /$cQiang Li, Zhuoyu Zhang, Shuai Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study evaluates the pavement performance evolution of warm-mix recycled asphalt binders during the secondary service period. Warm-mix recycled asphalt binders with various long-term aging levels and recycling plans were produced by the laboratory simulation method. Conventional physical properties tests, the dynamic shear rheometer test, and the bending beam rheometer test were conducted to measure the performance of recycled binders. Effects of the aging level and recycling plan on the resistance to rutting, fatigue cracking, and low temperature cracking were investigated by statistical methods. It was found that after secondary long-term aging, recycled binders are more resistant to rutting, while they are less resistant to fatigue and low temperature cracking. The modified aging kinetic model can be used to accurately characterize the effect of secondary aging time on rutting or fatigue factors for recycled binders. The resistance of aged binders to fatigue and low temperature cracking is obviously improved by adding the warm mix asphalt additive. By comparison, using styrene butadiene rubber latex enhances the binder performance in almost all aspects. The aging level has a more significant effect than the recycling plan for all performance parameters. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aAsphalt emulsion mixtures$xEvaluation. =700 1\$aZhang, Zhuoyu,$eauthor. =700 1\$aZhang, Shuai,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180157.htm =LDR 02746nab a2200409 i 4500 =001 JTE20170135 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170135$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170135$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE75 =082 04$a557.3$223 =100 1\$aArifuzzaman, Md.,$eauthor. =245 10$aPlane Stress/Strain Compressive Behavior of Perlite Composite Foam /$cMd Arifuzzaman, Ho Sung Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe novel mechanical behavior of perlite/sodium silicate composite foam, a type of syntactic foam made of non-spherical particles, subjected to compression is studied in relation to plane stress and plane strain conditions. Plane stress and plane strain conditions were conceptualized and experimentally verified using various specimen sizes with aspect ratios ranging from 0.25 to 1.5 for compressive strength and modulus. Two distinctive sets of compression properties dependent on plane stress/strain were produced for practical characterization. The greatest compressive strength occurring under plane strain dominant condition was experimentally found to be ~50 % greater than the lowest value occurring under plane stress dominant condition. The greatest compressive modulus occurring under plane stress dominant condition was also experimentally found to be ~ 200 % greater than the lowest value occurring under plane strain dominant condition. A new failure mode under plane strain dominant condition for perlite foam was found to be the progressive densification of individual perlite particles. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aPerlite. =700 1\$aKim, Ho Sung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170135.htm =LDR 03247nab a2200409 i 4500 =001 JTE20170592 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170592$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170592$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a624.18340287$223 =100 1\$aHuang, Haisheng,$eauthor. =245 10$aPrediction Adequacy of Creep of Recycled Concrete Influenced by the Water Absorption in Recycled Aggregates /$cHaisheng Huang, Jianlan Zheng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA recycled concrete aggregate (RCA) has much higher water absorption content compared to a natural aggregate and could significantly influence the creep properties and durability of concrete. This article investigates the influence of RCA and its water absorption content on the creep properties of concrete and develops a model to predict the creep of recycled aggregate concrete (RAC) Two types of RCA obtained from the lab and field with different water absorption contents were used to prepare RAC. RCAs were mixed with natural aggregates at four replacement ratios (0, 50 %, 70 %, and 100 %) Creep and shrinkage tests were conducted to measure the specific total creep, specific basic creep, coefficients of total creep and basic creep, and shrinkage of sealed and unsealed concrete specimens subjected to sustained compression loads. The existing total creep model was modified by considering the influence of water absorption of residual mortar in RCAs, and a new model was calibrated and verified with experimental data. The results show that both the total and basic creep of RAC increased with the RCA replacement ratio and the water absorption of RCA. The total creep values of RAC were much higher than the basic creep values of RAC. Type II RCA, with RCA that had a higher water absorption, produced higher creep values than Type I RCA. The modified total creep model presented high accuracy in predicting the total creep of RAC, and thus may be potentially used to predict total creep of RAC when mixed with dry RCAs in practice. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aConcrete$xTesting. =700 1\$aZheng, Jianlan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170592.htm =LDR 02852nab a2200409 i 4500 =001 JTE20170433 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170433$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170433$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK5103.2 =082 04$a621.382$223 =100 1\$aVelumani, R.,$eauthor. =245 10$aPrudent Automatic Falls Detection by Analyzing the Carrier State Information Signal Using Wi-Fi Devices /$cR. Velumani, M. Vijayakumar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis research article paves a way to rescue the elderly as soon as possible, thereby potentially saving the life of the person and reducing the costs borne by the sufferer. It has become very common for persons above the age of sixty to fall. An effective prevention and rescue operation is needed to ensure the life of older people. An automatic fall detection method is proposed by analyzing the channel state information (CSI) of the signal generated in the environment where the elderly live using commonly available Wi-Fi devices. The amplitude and phase of the CSI can be studied via Wi-Fi devices. The human activity is recognized based on the amplitude and phase difference of the receiving antenna. The features for actual fall and fall-like activities or pseudo fall are identified by considering the trivial power decline ratio (PDR) drafted in terms of the frequency and time domain of the waveform using a support vector machine. The performance of the proposed system is analyzed based on a confusion matrix for the false positive ratio and compared with a real time fall detection method designed using an ultrasonic array sensor. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aWireless communication systems. =700 1\$aVijayakumar, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170433.htm =LDR 03235nab a2200457 i 4500 =001 JTE20170519 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170519$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170519$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTG305 =082 04$a624.25$223 =100 1\$aZhuo, Weiding,$eauthor. =245 10$aSeismic Evaluation of Precast Piers with Different Rebar Strength Based on Characterized Resilience Parameters /$cWeiding Zhuo, Zhao Liu, Zhiqi He, Jiandong Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe use of precast pier segments is an integral part of many accelerated bridge construction efforts. To effectively compensate for the adverse effect caused by the concrete discontinuity between precast segments, replacing conventional rebar with high-strength steel (HSS) rebar can be an alternative to this issue. However, the primary interest in design practice is how to evaluate the seismic performance of precast piers with different rebar strength. To this end, a seismic evaluation method based on the four characterized resilience parameters was developed, which related to energy consumption, stiffness degradation, residual displacement, and drift capacity. According to the physical significance of the parameters, their desired expectations were expounded. In order to investigate the impact of rebar strength, an experimental program of the two precast piers was conducted, and the hysteretic curves were obtained. By comparatively analyzing the envelope curves of the two precast piers, the characterized resilience parameters were calculated and evaluated. It conclusively showed that the precast pier with HSS rebar was better than the one with conventional rebar at large. The proposed method based on the characterized resilience parameters is an effective tool to evaluate the seismic performance of bridge piers. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aPrecast concrete construction$xTesting. =650 \0$aConcrete bridges$xEvaluation. =650 \0$aConcrete bridges$xTesting. =700 1\$aLiu, Zhao,$eauthor. =700 1\$aHe, Zhiqi,$eauthor. =700 1\$aZhang, Jiandong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170519.htm =LDR 03474nab a2200421 i 4500 =001 JTE20170588 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170588$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170588$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD79.T38 =082 04$a543.26$223 =100 1\$aZarr, Robert R.,$eauthor. =245 10$aSensitivity Analysis of Factors Affecting the Calibration of Heat-Flow-Meter Apparatus /$cRobert R. Zarr, Sergio A. Carvajal, James J. Filliben. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (24 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe analysis and results of a sensitivity study of four procedural variables on the calibration response of two commercial heat-flow-meter apparatuses in conformance with ASTM Test Method C518,Standard Test Method for Steady-State Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus, are presented. The apparatuses ranged in plate size from 305mm by 305mm to 610mm by 610mm and were calibrated using Standard Reference Materials 1450c, Fibrous Glass Board, and 1453, Expanded Polystyrene Board, Issued by the National Institute of Standards and Technology. A major objective of the study is to rank the relative importance of the factors and interactions affecting the calibration of the apparatus. Seventy-six runs were conducted under input conditions that varied the mean temperatures from 17C to 30C, temperature differences from 17K to 30K, heat flow up or down across the specimen thickness, and different circulation bath temperatures. For each apparatus and SRM, the experiment followed a full factorial design for the four factors and included three interspatial replicates to assess for temporal drift. The study revealed that mean temperature and heat flow direction were the two most important test method factors affecting the calibration of both apparatuses. Although the temperature effect was the same for both apparatuses, the heat flow direction effect was found to be instrument dependent. The study also found that the calibration factor for each apparatus was affected by the reference material utilized for calibration. Empirically derived predictive models for each apparatus SRM combination are presented covering the experimental region defined by the input test conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aThermal analysis. =700 1\$aCarvajal, Sergio A.,$eauthor. =700 1\$aFilliben, James J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170588.htm =LDR 02961nab a2200433 i 4500 =001 JTE20160506 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160506$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160506$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.5 =082 04$a624.1514$223 =100 1\$aShao, Sheng-jun,$eauthor. =245 10$aShear Band Formation and Strength of Loess in True Triaxial Tests /$cSheng-jun Shao, Fei Chen, Shuai Shao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study presents experimental results from a strength test of loess from Chinas Xian Bailu plateau. The measurements were made with a true triaxial apparatus. Some explored characteristics were shear stress ratio, intermediate principal strain and volumetric strain changing with major principal strain, and strength criteria on the meridian and octahedral planes. The failure strength and the strain and shear band models of loess specimens were analyzed. The results clearly show shear bands in the loess specimens under true triaxial principal stresses. Softening of intact loess occurred under low confining pressure and small intermediate principal stressb-values. Hardening occurred under greater confining pressure and intermediate principal stress parameters. Structural soil mass adjacent to the shear band demonstrated a relative sliding movement and development of a shear band. The strength line on the meridian plane was linear, and the strength curve on the octahedral plane was a curved-edge-triangle shape consistent with Lades strength criterion. The complex pattern of the shear-bandinduced failure mode is attributable to the structural characteristic of natural loess and the loading conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aShear strength of soils$xTesting. =650 \0$aTechnology. =700 1\$aChen, Fei,$eauthor. =700 1\$aShao, Shuai,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160506.htm =LDR 02445nab a2200421 i 4500 =001 JTE20170427 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170427$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170427$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN775 =082 04$a669.7$223 =100 1\$aSu, Sichao,$eauthor. =245 10$aStudy on Damage Mechanism of Ultrasonic Radiation Rod in Aluminum Alloy Casting /$cSichao Su, Xiaoqian Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aUltrasound has been applied to aluminum alloy casting to improve the properties of the alloy. However, the damage caused by the ultrasonic radiation rod seriously affects the continuous and steady propagation of ultrasonic waves in the molten aluminum. In this work, a 34-mm long and 20-mm thick titanium alloy plate was cut from the intermediate position of a radiation rod that had been severely eroded. Thereafter, 24 specimens were cut from the titanium alloy plate, and their damage interface was observed by scanning electron microscopy. The results show that the damage of the radiation rod is mainly caused by the ultrasonic cavitation effect and chemical reaction, which provides theoretical guidance for the protection of the radiation rod. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aAluminum alloys. =650 \0$aAluminum alloys$xTesting. =700 1\$aLi, Xiaoqian,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170427.htm =LDR 02854nab a2200421 i 4500 =001 JTE20170283 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170283$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170283$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aZ103 =082 04$a621.3$223 =100 1\$aSathiyamurthi, P.,$eauthor. =245 10$aTesting and Analysis of Chen Chaotic Mapping for Speech Cryptography /$cP. Sathiyamurthi, S. Ramakrishnan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe attempts to improve the security of the speech signals are increasing with new encryption schemes. Many recent researches of speech encryption algorithms have been increasingly based on chaotic systems, but the drawbacks of weak security and small key space in one-dimensional chaotic cryptosystems are conspicuous. In this article, a new speech encryption scheme is used. It employs one of the three-dimensional chaotic systems to encrypt a source signal by permutations, thereby confusing the relationship between the cipher signal and the plain signal. A higher-order polynomial equation and rotating matrix are used to strengthen the proposed method. It significantly increases the resistance to attacks. The proposed system has the advantages of smaller iteration times and bigger key space. The system has entertained high-security analysis such as the signal-to-noise ratio, peak signal-to-noise ratio, auto correlation, key sensitivity analysis, number of sample change rate, unified average changing intensity, and histogram analysis. The analysis results illustrate that the proposed system is highly efficient and robust to threats. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aCryptography. =650 \0$aCryptography$xData processing. =700 1\$aRamakrishnan, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170283.htm =LDR 03769nab a2200481 i 4500 =001 JTE20180295 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180295$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180295$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA805 =082 04$a624.193$223 =100 1\$aLuo, Y. B.,$eauthor. =245 10$aThe Energy-Saving of Urban Tunnel Ventilation Based on the Investigation of the Annual Discount Rate of CO Baseline Emission in City of Shenzhen /$cY. B. Luo, J. X. Chen, W. W. Liu, X. Y. Zhang, P. L. Sun, T. Z. Liu, X. B. Bu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTunnel ventilation problems and energy-saving issues are key factors that have restricted the development of highway tunnels, especially in the context of urban tunnels. In this article, a detailed field measurement was carried out from March 29th to September 16th, 2014, in four typical urban tunnels: Henglongshan Tunnel, Cejiexian Tunnel, Jiuweiling Tunnel, and Dameisha Tunnel in Shenzhen, China. Against this backdrop, the main objective of this article was to optimize the urban tunnel ventilation design system via back calculating a reasonable discount rate of carbon monoxide (CO) baseline emission in the basis of measurement results of traffic flow, air velocity, and CO concentrations within the unban tunnels in Shenzhen. Measurement results reveal that traffic flow in urban tunnels increased to the design level, even beyond the design values. Air velocities in four tunnels were found to be lower than 5ms1and fluctuated widely during the day. Furthermore, the CO concentration peaks of the Henglongshan Tunnel, Cejiexian Tunnel, Jiuweiling Tunnel, and Dameisha Tunnel stood at 17cm3m3, 7cm3m3, 39cm3m3, and 6cm3m3, respectively. Most importantly, the necessary air volume was calculated in accordance with measured traffic parameters and other parameters in the specification were found to be much higher than actual air supply. Based on large amounts of measured data, the annual discount rates of CO baseline emission which were between 4.9~12.6 %, have been acquired using the method of inversion calculation for the first time. Therefore, it is recommended to take 8 % as the annual discount rate of CO baseline emission in Shenzhens urban tunnel ventilation design; these experimental data also provide a reference for other relevant regions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aTunneling. =650 \0$aTunnels$xDesign and construction. =700 1\$aChen, J. X.,$eauthor. =700 1\$aLiu, W. W.,$eauthor. =700 1\$aZhang, X. Y.,$eauthor. =700 1\$aSun, P. L.,$eauthor. =700 1\$aLiu, T. Z.,$eauthor. =700 1\$aBu, X. B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180295.htm =LDR 04234nab a2200469 i 4500 =001 JTE20170487 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170487$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170487$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE153 =082 04$a388.1$223 =100 1\$aWang, Shuangjie,$eauthor. =245 10$aThe Temporal Effect of Distress Developments of Frozen Embankments in the Permafrost Regions along the Qinghai-Tibet Highway /$cShuangjie Wang, Long Jin, Ke Mu, Yuanhong Dong, Donggen Chen, Hui Peng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe distress development of highway embankments in permafrost regions presents accumulative and abrupt characteristics according to the survey data of the Qinghai-Tibet Highway (QTH) In view of this problem, this study proposes the concept of a temporal effect of embankments in permafrost regions. The concept represents the service life of an embankment by analyzing its distress history under different geological conditions, embankment scales, and structures. The maintenance history, reconstruction material, and distress data of the QTH over the past 60years were collected in this article. The relations between highway distress and mean annual ground temperature (MAGT), permafrost degradation rate, and ice content were studied based on the survey data. The service life was determined by considering the previously mentioned factors. Besides, the newly developed distresses and their temporal effects were analyzed by using the treatment measure. The results showed that the MAGT and service life was negatively correlated. With MAGT increasing from 3.0C to 0.5C, mean annual service life decreased from >40 to <10 annum (a) As the permafrost degradation rate increased, the time of embankment distress occurrence was increasingly shortened. Secondly, when the permafrost degradation rate exceeded 15cm/a, no section with a service life of >40 a existed. When the permafrost degradation rate exceeded 20cm/a, the embankment was found to be in need of reconstruction in 10 a. Thirdly, the higher the ice content, the earlier the distress occurred and the higher the distress grade. Especially in warm and high degrading-rate permafrost regions, the embankment on an ice layer with soil inclusions showed severe distresses 23 a after pavement construction, and was in need of maintenance or reconstruction in 510 a. Finally, installing the special treatment measures could effectively delay the development process of embankment distress. The survey results indicated that the cooling efficiency of thermosyphon embankment, crushed-rock embankment, ventilation duct embankment, and thermal insulation-layer embankment could reach 95, 55, 90, and 90 %, respectively, and their distress prevention efficiencies were 70, 80, 60, and 70 %, respectively. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aTransportation$xEnvironmental aspects. =650 \0$aHighway planning$xEnvironmental aspects. =700 1\$aJin, Long,$eauthor. =700 1\$aMu, Ke,$eauthor. =700 1\$aDong, Yuanhong,$eauthor. =700 1\$aChen, Donggen,$eauthor. =700 1\$aPeng, Hui,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170487.htm =LDR 03545nab a2200433 i 4500 =001 JTE20170244 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170244$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170244$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTC801 =082 04$a628.25$223 =100 1\$aPrakash, A.,$eauthor. =245 10$aUncertainty Quantification in Water Retention Characteristic Curve of Fly Ash Using Copulas /$cA. Prakash, B. Hazra, S. Sreedeep. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (23 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWater retention characteristic curve (WRCC) is a primary input for modeling the unsaturated behavior of geomaterials. The inadequacy of measurement methodologies in capturing the measurable range of the suction of geomaterials along with material variability induce uncertainties in the quantification of WRCC. The goal of this study is to demonstrate the usefulness of copulas for quantifying the uncertainties in WRCC attributed to the aforementioned reasons. Four instruments measuring different ranges of suction of four fly ashes were used to generate 54 combinations of measured data that would represent possible cases of data-induced uncertainties. van Genuchten WRCC equation parameters (aandn) were determined for these combinations. Statistical analysis of the parameters determined from the 54 combinations indicates a negative correlation with each other; therefore, they represent a bivariate random vector. Four commonly used copulas, Gaussian, Frank, Plackett, and No. 16, were utilized to construct the bivariate density function of the parameters, among which the Gaussian copula was found to be the best fit. The impact of the copula-based model developed in this study on two important unsaturated functions, the suction stress characteristic curve (SSCC) and hydraulic conductivity function (HCF) of fly ash, was investigated and found to be significant. The dispersion in SSCC ranges from monotonically increasing to sharp post peak reduction in the suction range of 2050kPa. The limiting state of suction required to reach the theoretical minimum permeability was found to vary widely in the range of 3009,000kPa. The study shows that a Gaussian copula with lognormal marginals can adequately capture the significant range of uncertainties associated with WRCC. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aSeepage. =650 \0$aStorm water retention basins$xTesting. =700 1\$aHazra, B.,$eauthor. =700 1\$aSreedeep, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170244.htm =LDR 03016nab a2200481 i 4500 =001 JTE20170099 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170099$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170099$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1634 =082 04$a006.37$223 =100 1\$aFarhat, Manel,$eauthor. =245 10$aA Real-Time Court Detection and Tracking System to Tennis Videos /$cManel Farhat, Ali Khalfallah, Med Salim Bouhlel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTo analyze a tennis video sequence at a higher semantic level, the first step is to determine the position of the court. Thus, it is required to track the court in the scene. In this article, we proposed a new automatic system for tennis court detection and tracking in real time. Our system comprises a structural analysis system that extracted the court view images to be processed by classifying the tennis video to non-court view or court view frame. Then, the initialization step is dedicated to detecting the court in the first frame. It consists of extracting the tennis court line using the Probabilistic Hough Transform and estimating the homography between the tennis court model and the detected court lines. To ensure the accuracy of the obtained homography, it should pass a rejection test. We used the camera motion as a supplementary information, and we tracked the court only in case where the camera is moving, which improves the stability of our system. In addition, for each court view frame, we updated the homography, and we fitted the projected model based on the algorithm of LevenbergMarquardt. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aComputer vision. =650 \0$aHuman behavior. =650 \0$aImaging systems. =650 \0$aVideo surveillance. =650 \0$aElectronic surveillance. =650 \0$aMotion picture cameras. =700 1\$aKhalfallah, Ali,$eauthor. =700 1\$aBouhlel, Med Salim,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170099.htm =LDR 02548nab a2200433 i 4500 =001 JTE20170477 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170477$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170477$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC766.M36 =082 04$a620.1064$223 =100 1\$aLu, Wen,$eauthor. =245 10$aCharacteristics of Magnetorheological Fluids under New Formulation /$cWen Lu, Yiping Luo, LuLu Kang, Dan Wei. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aMagnetorheological fluid (MRF), an intelligent material with controllable properties, has been widely used because of its unique magnetorheological effect and excellent rheological properties. Therefore, studying the preparation and performance of the system is crucial. First, the related equipment and raw materials were prepared at four volume percentages of MRF specimens20 %, 33.3 %, 45.9 %, and 58.9 %. Then, on the basis of the pull method principle, we built a stress-testing device for an MRF yield. Furthermore, the yield stress values of the four kinds of MRFs were tested by the yield stress test device. Finally, the effect of temperature on the yield stress of the MRF was investigated. The experimental results show that the yield stress of the MRF decreases with increase of the temperature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aMagnetorheological fluids. =700 1\$aLuo, Yiping,$eauthor. =700 1\$aKang, LuLu,$eauthor. =700 1\$aWei, Dan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170477.htm =LDR 03229nab a2200433 i 4500 =001 JTE20170447 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170447$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170447$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1300 =082 04$a677.02$223 =100 1\$aPeriyasamy, Siddhan,$eauthor. =245 10$aAnalysis of Pill Box Geometrical Shapes for Kinetics and Pilling of Textile Materials /$cSiddhan Periyasamy, R. Chandrasekaran, C. Balakumar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (22 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPill boxes with various geometrical shapes, such as triangular, cubical, hexagonal, octagonal, and cylindrical shapes, have been theoretically analyzed for their kinetics and compared with the experimental trials using cotton, viscose, linen, polyester/cotton (P/C) (80/20), P/C (65/35), and polyester/viscose (P/V) (70/30) woven fabrics for pilling behavior. Theoretical analysis revealed that as the number of polygon sides increases, the total sample tube movement increases, which leads to continuous motion; however, in the cylindrical box, the single impact force decreases, while the total impact force of the sample remains the same. As the sliding angle increases, an increase in the total impact force and tube travel time at a decreasing rate is observed; the sliding angle is the inclination angle of the polygon side at which the sample tube starts moving horizontally. Experimental trials have revealed that the hexagonal box is more efficient in the pilling of textiles than the other boxes. These trials have also shown the average pills/in2to be 3.2, 4.3, 2.7, 4.3, 2.8, and 2.4 for cotton, viscose, P/C (80/20), P/C (65/35), P/V (70/30), and linen, respectively, with the total average number of pills for all materials being 79. Various mechanisms and statistical analyses have been attributed. The overall ranking of the pill boxes has shown that the order of pilling is hexagonal, cubical, octagonal, triangular, and cylindrical. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aPilling (Textiles) =650 \0$aTextile fibers. =700 1\$aChandrasekaran, R.,$eauthor. =700 1\$aBalakumar, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170447.htm =LDR 02768nab a2200409 i 4500 =001 JTE20170054 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170054$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170054$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD9545 =082 04$a333.82$223 =100 1\$aChen, Shi-hai,$eauthor. =245 10$aDetermination of Coal Pillar Width and Support Parameters in Deep Coal MinesA Case Study /$cShi-hai Chen, Zi-hua Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWith the depletion of shallow mineral resources, many large mines have turned to deep mining. The mine pressures associated with deep mining activities induce severe damage and deformation in the surrounding rock. The stability of coal pillars in the mining area is an important factor in maintaining roadway stability, so reasonable retainment of coal pillars is a primary issue in safety production. In this article, the stresses on coal pillars and roadways under different coal pillar widths are analyzed with ABAQUS software (Dassault Systmes, Vlizy-Villacoublay, France) The result is a reasonable coal pillar width of the first mined face in the Kongzhuang mine, which was determined to be approximately 5 to 7meters. This width ensures that the coal pillar will not be crushed or fractured and avoids both spontaneous combustion of the coal and waste of resources. The roadways support parameters are determined by empirical calculation and then verified by numerical simulations and field tests. The reasonability of the arrangement of bolts and cables are verified in the same fashion. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aCoal$xEvaluation. =700 1\$aZhang, Zi-hua,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170054.htm =LDR 02633nab a2200397 i 4500 =001 JTE20170525 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170525$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170525$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418 =082 04$a620.11232$223 =100 1\$aLarsson, Per-Lennart,$eauthor. =245 10$aDetermination of Residual Stresses Utilizing the Variation of Hardness at Elastic-Plastic Indentation /$cPer-Lennart Larsson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aMaterial hardness is independent of residual stresses at predominantly plastic deformation in the region of contact between an indenter and the material. This is an important fact, as such a situation is relevant for most metals and alloys. It has, however, been established that when elastic and plastic deformations are of equal magnitude, this independence is lost. This fact complicates residual stress determination in such a situation, pertinent to materials such as ceramics and polymers, but it also provides additional important information for performing such a task in an accurate manner. Presently, a relevant formula for taking advantage of this information is presented. The formula is based on previous results pertinent to indentation analyses of stress-free materials. The predictions are compared to finite element results from previous studies describing cone indentation of materials with residual stresses. The analysis is restricted to classical elastoplasticity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aElastoplasticity. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170525.htm =LDR 03042nab a2200505 i 4500 =001 JTE20170566 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170566$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170566$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.A1 =082 04$a620.11292$223 =100 1\$aChen, Xuguang,$eauthor. =245 10$aModel Test Study on Horizontal Static Loading of Suction Bucket Foundation under Different Scour Conditions /$cXuguang Chen, Jianpeng Xu, Hongde Qin, Lin Zhou, Tianchi Ma, Xixi Liu, Jinzhong Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (24 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aUnder a scouring action, scouring holes occur around a suction bucket foundation and have different depths and widths. The loss of soil in scouring holes causes changes in the stress history of the remaining soil. In this study, considering the stress history, scouring depth, scouring width, and length-diameter ratio, we conducted a horizontal static loading model test of a suction bucket foundation in sand. We obtained a variation law for the ultimate bearing capacity of the foundation considering three aspects: displacement change, soil pressure distribution, and turning point position. In addition, we summarized the relationship between horizontal loads and displacements at different aspect ratios. We also demonstrated the influence of scouring factors on the distribution of soil pressure and the rotation point and revealed the mechanism influencing the scouring depth, scouring width, and history of stress on the horizontal bearing capacity of a suction bucket foundation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aScour (Hydraulic engineering) =650 \0$aSoil conservation. =650 \0$aSoil erosion. =650 \0$aSoil stabilization. =700 1\$aJianpeng Xu,$eauthor. =700 1\$aQin, Hongde,$eauthor. =700 1\$aZhou, Lin,$eauthor. =700 1\$aMa, Tianchi,$eauthor. =700 1\$aLiu, Xixi,$eauthor. =700 1\$aLiu, Jinzhong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170566.htm =LDR 02350nab a2200409 i 4500 =001 JTE20180617 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180617$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180617$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA492.P7 =082 04$a620.177$223 =100 1\$aRajyalakshmi, K.,$eauthor. =245 10$aModified Taguchi Approach to Trace the Optimum GMAW Process Parameters on Weld Dilution for ST-37 Steel Plates /$cK. Rajyalakshmi, B. Nageswara Rao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aBecause of measurement errors and unknown influential input process parameters, unavoidable scatter can be expected in the nonlinear output response of repeated experiments. The Taguchi method suggests an orthogonal array for identifying optimum input process parameters by performing a few tests and confirming through experiments (if necessary) This article provides a simple methodology and its validation by tracing the optimum gas metal arc welding (GMAW) process parameters on the %weld dilution of ST-37 steel plates. It is possible to specify the expected range of the weld dilution for the GMAW process parameters. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aPlates, Iron and steel$xTesting. =700 1\$aNageswara Rao, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180617.htm =LDR 03203nab a2200445 i 4500 =001 JTE20180523 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180523$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180523$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a624.18340287$223 =100 1\$aZhuang, Jiangteng,$eauthor. =245 10$aRecognition of Concrete and Gray Brick Based on Color and Texture Features /$cJiangteng Zhuang, Jianhong Yang, Huaiying Fang, Wen Xiao, Yuedong Ku. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIdentification and classification of construction waste are two important aspects of construction waste recycling. This study proposes a method based on image processing to identify gray brick and concrete, the most difficult types to identify that have the highest percentage of construction waste. By combining color features with texture features, machine learning algorithms are used for training and recognition. We paid great attention to the comparison of the performance of different color models, which includes Red, Green, Blue (RGB), Hue, Saturation, Value (HSV), and Lab. We found that gray histograms and color moments were suitable as color features of concrete and gray bricks. Meanwhile, the eigenvalues of the gray-level co-occurrence matrix (GLCM) were also discussed. Contrast, angular second moment, inverse different moment, and correlation in the five eigenvalues of GLCM were selected as texture features via experiments. We used three machine learning algorithms to train the extracted data. The results showed that the extreme learning machine had the lowest accuracy (96.25 %), whereas the support vector machine and back propagation algorithm had higher accuracy of 96.875 % and 98.125 %, respectively. The online testing had the accuracy of 95 %, indicating that the selected features are effective, and the accuracy can meet the engineering needs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aConcrete$xTesting. =700 1\$aYang, Jianhong,$eauthor. =700 1\$aFang, Huaiying,$eauthor. =700 1\$aXiao, Wen,$eauthor. =700 1\$aKu, Yuedong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180523.htm =LDR 03113nab a2200409 i 4500 =001 JTE20180564 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180564$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180564$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aKarr, Grant J.,$eauthor. =245 10$aA Novel Test Specimen Geometry for Uniaxial Fatigue Testing of Asphalt Concrete /$cGrant J. Karr, Adrian R. Archilla. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTwo challenges in uniaxial fatigue testing of hot mix asphalt remain: end failures of cylindrical specimens and applicability to in-situ samples. End failures occur frequently, significantly reducing the value of the test. Cored field samples often include several construction lifts, rendering them unsuitable for creating standard test cylinders. This study proposes a specimen geometry for uniaxial fatigue testing addressing these challenges. The proposed geometry is obtained by cutting horizontal slices of laboratory compacted or field-cored cylinders with a 150-mm diameter. The circular slices are reduced to rectangles 110mm long by 100mm wide. The thickness can be varied based on lift thickness and nominal maximum aggregate size (1938mm have been used successfully) The resulting prism is then tapered along its length over the middle 90mm to a minimum width of 88mm at mid-height. The specimen is loaded along its longitudinal axis (normal to the reduced cross section) This article discusses the rationale for the geometry, fabrication, and gluing procedures as well as procedures to reduce loading platen-induced moments before testing and load eccentricity while testing. As a proof of concept, it also presents the results of constant crosshead tests performed at 40C that to date have resulted in middle failures at a frequency greater than 95 %. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aAsphalt concrete. =700 1\$aArchilla, Adrian R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 5 Special Section on Applied Fracture Mechanics of Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180564.htm =LDR 03627nab a2200433 i 4500 =001 JTE20180669 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180669$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180669$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN853 =082 04$a625.85$223 =100 1\$aYan, Yu,$eauthor. =245 10$aEffect of Reclaimed Asphalt Pavement and Recycled Asphalt Shingles on Fracture Tolerance of Asphalt Binders /$cYu Yan, Reynaldo Roque, David Hernando, George Lopp. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aFracture energy density (FED), which is defined as the energy per unit volume required to initiate fracture, is a key property governing the resistance to fracture of asphalt binders. This study evaluated the effect of reclaimed asphalt pavement (RAP) and recycled asphalt shingles (RAS) on virgin binder FED using the binder fracture energy (BFE) test. The objective was to determine whether RAP and RAS can be used with soft virgin binders to achieve satisfactory fracture tolerance. Experimental factors included two RAP sources, two RAS sources (manufacture waste (MW) shingles and tear-off (TO) shingles), and four virgin binders. BFE tests were conducted on blends of virgin and recovered RAP/RAS binders at two binder replacement rates of 15 % and 30 %. Moreover, the Superpave true grade of RAP/RAS binder blends was determined using the dynamic shear rheometer and bending beam rheometer. Results showed that the use of soft virgin binders effectively compensated for the stiffening effect of RAP/RAS in terms of true grade. The addition of RAP binder and MW shingle binder increased the FED of unmodified binders, whereas the opposite trend was observed for TO shingle binder. Furthermore, great caution should be exercised when using virgin polymer-modified binders because significant reductions in FED were observed when RAP and RAS binder was introduced, possibly because of the dilution of polymer modification in addition to stiffening and embrittlement effects. This study indicated that both RAP and RAS are recyclable, according to the Superpave true grade requirements. However, further research is needed to evaluate the effect of the reduction in binder FED caused by TO shingles on mixture fracture performance before its acceptance in asphalt mixtures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aAsphalt. =700 1\$aRoque, Reynaldo,$eauthor. =700 1\$aHernando, David,$eauthor. =700 1\$aGeorge Lopp,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 5 Special Section on Applied Fracture Mechanics of Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180669.htm =LDR 02915nab a2200433 i 4500 =001 JTE20180524 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180524$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180524$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN853 =082 04$a625.85$223 =100 1\$aPedraza, A.,$eauthor. =245 10$aFracture Properties of Multirecycled Asphalt Mixes from Four-Point Bending Test Using Digital Image Correlation and Back Calculation /$cA. Pedraza, H. Di Benedetto, C. Sauzat, S. Pouget. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSix different asphalt mixes were subjected to the four-point bending fracture tests designed at the University of Lyon/cole Nationale des Travaux Publics de ltat (ENTPE) Among the six tested mixes, three were hot mixes and three were produced according to a warm process with foamed binder. For each of the two processes, the first mix contained 0 % reclaimed asphalt pavement (RAP) The second mix contained 40 % RAP from a milling process. The third mixes contained 40 % of the second mix, aged artificially in the lab and recycled. Two methods were applied to determine the crack propagation during fracture testing. The first one, called the displacement ratio method for predicting crack length, is based on displacements measurements. The second one used digital image correlation and strain field analysis. The two methods gave similar results for crack length values during the tests. The stress intensity factor (KIC) as a function of crack length was calculated. Results showed rather close fracture properties for the six mix types. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aAsphalt. =700 1\$aBenedetto, H. Di,$eauthor. =700 1\$aSauzat, C.,$eauthor. =700 1\$aPouget, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 5 Special Section on Applied Fracture Mechanics of Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180524.htm =LDR 03087nab a2200445 i 4500 =001 JTE20180919 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180919$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180919$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS592.55 =082 04$a631.4$223 =100 1\$aPirmohammad, Sadjad,$eauthor. =245 10$aFracture Resistance of HMA Mixtures Modified with Nanoclay and Nano-Al2O3 /$cSadjad Pirmohammad, Y. Majd Shokorlou, B. Amani. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn recent years, the use of nanoparticles as a binder modifier has increased because of their unique properties. This article investigates the effect of nanoclay and nanoaluminum oxide (Al2O3) particles on mixed mode I/II fracture behavior of hot mix asphalt (HMA) mixtures. In this study, two types of modified HMA mixtures were prepared for conducting the fracture experiments using cracked semicircular bend specimens. These modified HMA mixtures contained five different percentages (i.e., 2, 2.5, 3, 3.5, and 4 %) of nanoclay and four different percentages (i.e., 0.1, 0.4, 0.8, and 1.2 %) of nano-Al2O3. The fracture experiments demonstrated that both the nanoclay and nano-Al2O3particles improve the fracture resistance of HMA mixtures significantly, such that nanoclay particles with percentages of 2, 2.5, 3, 3.5, and 4 % increase the fracture resistance by 2, 8, 14, 19, and 31 %, respectively. As such, improvement in the fracture resistance that was achieved by the use of 0.1, 0.4, 0.8, and 1.2 % nano-Al2O3was on average 6, 15, 21, and 27 %, respectively. Furthermore, the improvement effect of nanoclay and nano-Al2O3was more pronounced when the HMA mixtures were loaded under high shear deformation modes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aSoils$xAnalysis. =650 \0$aClay$xAnalysis. =650 \0$aClay minerals$xResearch. =700 1\$aShokorlou, Y. Majd,$eauthor. =700 1\$aAmani, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 5 Special Section on Applied Fracture Mechanics of Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180919.htm =LDR 04042nab a2200469 i 4500 =001 JTE20180624 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180624$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180624$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620$223 =100 1\$aOshone, Mirkat,$eauthor. =245 10$aIncreasing Precision and Confidence Level in Fracture Energy Measurement by Optimizing the Number of Test Replicates for Disk-Shaped Compact Tension Fracture Test (ASTM D7313) /$cMirkat Oshone, Eshan V. Dave, Jo E. Sias, Joseph M. Voels, Debaroti Ghosh, Shongtao Dai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aDifferent fracture-based tests and parameters have been developed in recent years to assess thermal cracking performance of asphalt mixtures. Agencies have adopted some of these tests, established threshold values, and incorporated them into their specifications to evaluate mixes during design and production. Because of the heterogeneous nature of asphalt mixtures, there can be a substantial amount of variability associated with mechanical test results obtained from fracture-based tests. To obtain unbiased properties with variabilities only inherent to the material itself and not caused by mixture production, specimen fabrication, or testing related factors, an appropriate number of replicate specimens need to be tested. This article provides the results of a study to establish a practical number of replicate tests that are required to obtain accurate and representative asphalt mixture fracture energy from the disk-shaped compact tension (DCT) fracture test for routine use by producers and agencies. Statistical analyses were performed to determine the precision and accuracy associated with the use of 4, 8, and 12 replicates. A total of 368 fracture energy measurements (16 replicates for 23 mixtures) were used for the analysis. The statistical analysis consistently indicated that 12 replicates results in higher confidence in the estimate of the mean. The maximum difference between measurements when 4 replicates are used ranges from 3 to 25 % but reduces to 1 to 9 % for 12 replicates. For 4 replicates, the data set used in this study indicated that 41 % of the time, it was not possible to confidently distinguish whether mixtures met a minimum threshold value or not. However, this error margin drops to 12 % when using 12 replicates. Based on these results, 12-replicate specimens are recommended to ensure necessary accuracy and repeatability for performance-based specifications using DCT fracture energy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aMaterials$xFatigue$xTesting. =650 \0$aFracture mechanics$xTesting. =700 1\$aDave, Eshan V.,$eauthor. =700 1\$aSias, Jo E.,$eauthor. =700 1\$aVoels, Joseph M.,$eauthor. =700 1\$aGhosh, Debaroti,$eauthor. =700 1\$aDai, Shongtao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 5 Special Section on Applied Fracture Mechanics of Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180624.htm =LDR 02909nab a2200409 i 4500 =001 JTE20180668 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180668$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180668$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN853 =082 04$a625.85$223 =100 1\$aSaha, Gourab,$eauthor. =245 10$aInvestigation of Crack Initiation Behavior of Asphalt Mixtures: Fatigue through Dynamic Semicircular Bending Test /$cGourab Saha, Krishna Prapoorna Biligiri. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe objective of this study was to investigate the crack initiation behavior of asphalt mixtures and examine the fracture mechanism using dynamic semicircular bending (SCB) test. The scope of the study encompassed estimation of crack initiation parameter (Ni) and fatigue failure of six asphalt mixtures, including, conventional dense-graded (D) and rubber-modified gap-graded (AR) mixtures covering 144 SCB specimens. At 5C, 15C, and 25C, D-mixes produced higherNithan AR mixtures attributed to higher stiffness of D-mixes. Relative share analysis ofNiwas found to be higher for D-mix than AR mixtures. Furthermore, correlation between FOOPIPEE*FOOPIPE andNiindicated that higher stiffness of the mix resulted in brittle failure, which in turn increased the time for crack initiation to occur. Importantly, the stiffness of asphalt mixtures played a deciding role in contributing to the crack initiation phenomenon of these materials. Overall, the dynamic SCB test developed as part of the study was found to be a promising assessment technique to characterize crack initiation behavior of different types of asphalt mixtures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aAsphalt. =700 1\$aBiligiri, Krishna Prapoorna,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 5 Special Section on Applied Fracture Mechanics of Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180668.htm =LDR 03463nab a2200409 i 4500 =001 JTE20180744 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180744$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180744$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN853 =082 04$a625.85$223 =100 1\$aVenudharan, Veena,$eauthor. =245 10$aInvestigation of Cracking Performance of Asphalt-Rubber Gap-Graded Mixtures: Statistical Overview on Materials Interface /$cVeena Venudharan, Krishna Prapoorna Biligiri. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study investigated the cracking mechanism of Asphalt-Rubber Gap-graded (AR-Gap) mixtures with various material properties. The research focused on using a monotonic semicircular bending (SCB) test to estimate the cracking potential of AR-Gap mixtures at 0C and 25C. A total of 28 asphalt mixtures, including 27 AR-Gap mixtures and 1 conventional dense-graded (DG) mix, covering over 220 data points were utilized for evaluation. The outcome parameter, fracture toughness,KIC, calculated from the SCB test was used to compare and contrast the mixtures resistance to cracking at low and intermediate temperatures. At both test temperatures, the results indicated that AR-Gap mixtures have higher fracture resistance (~60 %) than the DG mix. Furthermore, statistical analyses confirmed that asphalt binder type, aggregate gradation, and binder content had significant effects on cracking performance. Aggregate gradation had a more pronounced effect on cracking performance than binder type, followed by binder content. In addition, aKICpredictive model was developed that had excellent statistical goodness-of-fit measures (R2 >= 90 %), which can be conveniently utilized in case of unavailability of the test setup. Overall, the findings revealed superior performance characteristics of AR-Gap mixtures that had high potential to resist cracking. Based on the various outcomes, the study was able to recommend aggregate gradation, binder type, and binder content as the parameters that would exhibit higher resistance against cracking failure. It is envisaged that this research would further the state of the art in designing crack-resistant asphalt mixtures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aAsphalt. =700 1\$aBiligiri, Krishna Prapoorna,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 5 Special Section on Applied Fracture Mechanics of Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180744.htm =LDR 02949nab a2200409 i 4500 =001 JTE20180848 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180848$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180848$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a620.136$223 =100 1\$aPirmohammad, Sadjad,$eauthor. =245 10$aMixed Mode I/II Fracture Strength of Modified HMA Concretes Subjected to Different Temperature Conditions /$cSadjad Pirmohammad, Hamid Shabani. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this article, the effects of fixed and variable temperature conditions on the fracture toughness of three different hot mix asphalt (HMA) concretes were investigated. The first HMA concrete contained a normal binder, the second one was modified with crumb rubber (CR), and the third mixture was modified with styrene-butadiene-styrene (SBS) The pure mode I, pure mode II, and three different mixed mode I/II fracture toughness values were calculated by performing fracture experiments on the semicircular bend specimens made of the aforementioned HMA concretes. The results displayed that the variable temperature condition reduced fracture strength of the HMA concretes. Moreover, the addition of SBS and CR improved the fracture strength of HMA concretes significantly, such that the CR enhanced the fracture strength between 2 and 22 % depending on the loading mode and environmental conditions. These values were between 6 and 34 % for the HMAs modified by SBS. Therefore, the fracture strength of HMA was more improved by the SBS than the CR. Furthermore, the HMA concretes were subjected to a critical condition under mixed mode I/II loading rather than pure mode I. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aConcrete$xFracture. =700 1\$aShabani, Hamid,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 5 Special Section on Applied Fracture Mechanics of Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180848.htm =LDR 03048nab a2200445 i 4500 =001 JTE20180110 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180110$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180110$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ930 =082 04$a621.8672$223 =100 1\$aLiu, Shucong,$eauthor. =245 10$aA Compensation Method for Spiral Error of Pipeline Bending Strain In-Line Inspection /$cShucong Liu, Dezhi Zheng, Mengxi Dai, Pengchao Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe in-line inspection tool with an inertia measurement unit (IMU tool) is used to measure the centerline coordinate and bending strain for the oil and gas pipeline. In order to prevent the partial wear during inspection, the tool is used to install the supporting wheel at a regular angle to rotate circumferentially. However, the spiral errors are produced during the course of inspection and thus affect the accuracy of centerline and bending strain. To improve the inspection precision and reduce the incidences of spiral error, this article presents a spiral error compensation method not only to improve the inspection precision of centerline mapping, but also to calibrate and compensate for the bending strain of pipeline. The field pull through test was carried out in a section of oil pipeline, and the results showed that the spiral error could practically be eliminated, with the maximum repetition error reducing from 0.17 to 0.06m, and the precision of pipeline bending strain descending effectively from 0.04 to 0.02 %. The proposed method proved to be effective for improving the inspection accuracy of pipeline displacement and strain inspection. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aPipelines. =650 \0$aPipelines$xDesign and construction. =700 1\$aZheng, Dezhi,$eauthor. =700 1\$aDai, Mengxi,$eauthor. =700 1\$aChen, Pengchao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 5 Special Section on Applied Fracture Mechanics of Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180110.htm =LDR 03167nab a2200469 i 4500 =001 JTE20180060 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180060$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180060$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR729.8 =082 04$a610.289$223 =100 1\$aLee, Yii-Ching,$eauthor. =245 10$aA Longitudinal Study of Identifying Critical Variables Influencing Patient Safety Culture from Nurses Viewpoints in Taiwan /$cYii-Ching Lee, Chih-Hsuan Huang, Cheng-Feng Wu, Hsiu-Wen Hsueh, Hsin-Hung Wu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study uses longitudinal data from a regional teaching hospital in Taiwan to analyze how nurses with different demographic variables perceive patient safety culture from 2010 to 2016. The results show that nurses with different demographic variables have different perceptions of patient safety from year to year. The supervisor/manager is the most essential variable influencing patient safety culture. Nurses who are supervisors/managers are more satisfied in six dimensions from 2010 to 2016. Experience in an organization is identified as the second essential variable to influence the patient safety culture. Nurses who have much experience in an organization tend to have higher satisfaction in five out of six dimensions of patient safety culture from 2012 to 2016 in general. In contrast, nurses who have less than six months of experience in an organization also have better perceptions. In summary, hospital management needs to pay attention to supervisor/manager and experience in an organization factors, both of which have significant impacts on patient safety culture from nurses viewpoints. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aMedical care$xSafety measures. =650 \0$aPatients$xSafety measures. =650 \0$aHospital care$xSafety measures. =700 1\$aHuang, Chih-Hsuan,$eauthor. =700 1\$aWu, Cheng-Feng,$eauthor. =700 1\$aHsueh, Hsiu-Wen,$eauthor. =700 1\$aWu, Hsin-Hung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 5 Special Section on Applied Fracture Mechanics of Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180060.htm =LDR 03204nab a2200421 i 4500 =001 JTE20170418 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170418$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170418$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA479.S7 =082 04$a620.17$223 =100 1\$aShrivastava, Dharmendra,$eauthor. =245 10$aA Study of Precipitation-Strengthened Creep-Resistant Austenitic Stainless Steel for Supercritical and Ultra-Supercritical Power Plants /$cDharmendra Shrivastava, Sivanandam Aravindan, Rajesh Prasad. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe properties of precipitation-hardened austenitic stainless steels are adversely affected by the precipitation of unwanted brittle phases, like sigma (nonmagnetic intermetallic phase that is composed of iron and chromium) and Laves (Fe2Nb) These stainless steels are also susceptible to stress corrosion cracking. The induced residual stress in the material in turn reduces its creep strength. The strain beyond a certain limit affects its creep-resistant property appreciably, and hence, beyond a certain strain, these stainless steels are to be solution-treated for stress relief. Characterization studies on precipitation-strengthened creep-resistant austenitic stainless steel are presented in this article. Effects of strain and aging on microstructures are also evaluated. In order to understand the precipitation-strengthening behavior and effect of strain on Super304H (CC2328-2), the material was strained and aged at 650C for a period ranging from 7h to 4weeks, and then the microstructures were studied using an optical microscope. Experiments were carried out on tubes with no strain and tubes with strain, which were aged at 650C. The results show that beyond a threshold strain of ~17 %, the material becomes deteriorated, and to regain its original microstructure, solid solution treatment is necessitated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aStainless steel. =700 1\$aAravindan, Sivanandam,$eauthor. =700 1\$aPrasad, Rajesh,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 5 Special Section on Applied Fracture Mechanics of Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170418.htm =LDR 03105nab a2200445 i 4500 =001 JTE20180294 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180294$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180294$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.F53 =082 04$a624.17$223 =100 1\$aKolhatkar, Ashish,$eauthor. =245 10$aDevelopment and Validation of a Miniature Tensile Specimen for Determination of Mechanical Properties /$cAshish Kolhatkar, V. Karthik, G. M. S. K. Chaitanya, Anish Kumar, Divakar Ramchandran. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this work, a miniature tensile specimen with nominal dimensions of 3.0-mm gage length (GL), 1.5-mm gage width, and 0.5-mm thickness that was carved out of a 10.0-mm-diameter disk has been developed and standardized using analytical and experimental methods. The geometry of the miniature specimen, called ultra sub-size (USS), was optimized using finite element analysis to determine the fillet radius and appropriate geometrical tolerances for specimen dimensions like gage width and thickness. The methods of specimen preparation, gripping, and tensile testing with the use of digital image correlation for strain measurement were standardized. The 0.2 % offset yield strength, ultimate tensile strength, and uniform strain of different materials obtained using this specimen geometry were analyzed and compared with the results of ASTM sub-size (GL: 25mm) and further sub-size geometry (GL: 12.5mm) The results of this study show that USS tensile specimen geometry developed in this work can be reliably employed for mechanical property evaluation in situations where tensile testing using standard-size specimens is practically not possible. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aTensile architecture. =700 1\$aKarthik, V.,$eauthor. =700 1\$aChaitanya, G. M. S. K.,$eauthor. =700 1\$aKumar, Anish,$eauthor. =700 1\$aRamchandran, Divakar,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 5 Special Section on Applied Fracture Mechanics of Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180294.htm =LDR 03151nab a2200421 i 4500 =001 JTE20180161 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180161$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180161$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHC444 =082 04$a388.411$223 =100 1\$aSeo, Youngguk,$eauthor. =245 10$aEco-Friendly Snow Melting Systems Developed for Modern Expressways /$cYoungguk Seo, Jin-Hwan Kim, Un-Jong Seo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study presents environmentally friendly snow melting methods utilizing electric heating cables, ground source heat pumps, tunnel water heat, solar-assisted electric heating cables, and boilers that have been developed and tested at several expressway sections in South Korea since 1996. Compared with a conventional winter maintenance practice based on deicing or anti-icing chemicals, these snow melting systems have little environmental impact (i.e., eco-melting) and are useful in clearing away snow and preventing ice formation promptly without causing long and frequent traffic hold-ups. A comparative evaluation on the eco-melting systems is conducted to characterize their construction and operation features, and the snow melting performance of each system is validated at full-scale test sites under various winter weather conditions. Also, cost analyses are conducted based on the data collected from the field experiments to determine the affordability of each system. Finally, five types of expressway sections (hi-pass toll lane, regular toll lane, an open section between tunnels, curved road, and bridge) that are vulnerable to traffic accidents during winter are prioritized based on three factors (safety, affordability, and environment) for the optimum deployment of eco-melting systems on modern expressways. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aExpress highways$xDesign and construction$xEnvironmental aspects. =700 1\$aKim, Jin-Hwan,$eauthor. =700 1\$aSeo, Un-Jong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 5 Special Section on Applied Fracture Mechanics of Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180161.htm =LDR 03136nab a2200433 i 4500 =001 JTE20170739 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170739$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170739$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a624.18340287$223 =100 1\$aRafi, Muhammad Masood,$eauthor. =245 10$aEffects of Elevated Temperatures on Residual Properties of Low-Strength Concrete /$cMuhammad Masood Rafi, Tariq Aziz, Sarosh Hashmat Lodi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (22 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe elevated temperature behavior of low-strength concrete specimens has been presented in this article. Concrete cylinders of 17MPa (designated as M17) and 21MPa (designated as M21) were employed. The temperature progression in the core of the cylinders showed some differences for the M17 and M21 specimens. Discoloration of the concrete started at 300C, whereas hairline cracks appeared at 400C on the surface of cylinders. Explosive spalling took place in few specimens at 400C600C of furnace temperature due to the pore pressure generated by steam. The loss of compressive strength of the concrete was similar for both M17 and M21 specimens, both at 7 and 28days, which reached 60 % after heating at 700C. The ductility and residual Poissons ratio of concrete increased with the increase in heating temperatures. The elastic modulus decreased sharply after heating at 300C, and the concrete lost more than 80 % stiffness after 600C exposure. The residual tensile strength of the concrete decreased rapidly after heating at 400C and became less than 10 % at 900C. The comparison of observed data to the theoretical predictions based on the analytical models suggested by some of the international codes indicated differences between the predicted and observed data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aConcrete$xTesting. =650 \0$aConcrete construction$xTesting. =700 1\$aAziz, Tariq,$eauthor. =700 1\$aLodi, Sarosh Hashmat,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 5 Special Section on Applied Fracture Mechanics of Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170739.htm =LDR 03131nab a2200457 i 4500 =001 JTE20180482 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180482$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180482$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD1030 =082 04$a628.42$223 =100 1\$aQin, Xiantao,$eauthor. =245 10$aEvaluation of Stabilized Graphite Nanoplatelets: Dispersion Quality and Mechanical Properties of Cement Composites /$cXiantao Qin, Siyue Zhu, Rongtang Zhang, Xiang He, Yi Jiang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study investigates the effect of adding a small concentration (00.5wt. % addition by mass of cement) of graphite nanoplatelets (GNP) to cementitious materials. GNP-water-surfactant suspensions with various surfactant concentrations (020mg/mL) and sonication times (0.56h) are prepared and subjected to different protocols (long-term standing and centrifugation) Then, dispersion and stability are qualitatively observed through digital imaging and scanning electron microscopy after long-term standing and quantitatively evaluated by calculating the absorbance spectra ratio. Furthermore, the mechanical properties of GNP-reinforced cement (GNPRC) are investigated. The results show that 8mg/mL and 4.5h are the best choices for the surfactant concentration and sonication time, respectively. Also, obvious reinforcement for the mechanical properties of GNPRC is found; specifically, the 0.05wt. % addition of GNP increases the compressive strength by 7.5 % and 16.7 % after 7 days and 28 days curing, respectively. Then, between the GNP dosages of 0 and 0.5wt. %, the flexural strengths at 7 days and 28 days continuously increase, up to 55.6 % and 53.3 %, respectively. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aCement composites$xAnalysis. =650 \0$aCement composites. =700 1\$aZhu, Siyue,$eauthor. =700 1\$aZhang, Rongtang,$eauthor. =700 1\$aHe, Xiang,$eauthor. =700 1\$aJiang, Yi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 5 Special Section on Applied Fracture Mechanics of Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180482.htm =LDR 03622nab a2200409 i 4500 =001 JTE20170520 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170520$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170520$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a620.1361$223 =100 1\$aInnocent, Lovelyn Theresa,$eauthor. =245 10$aEvaluation of Thermal Properties of Cement-Exfoliated Vermiculite Blocks as Energy Efficient Building Envelope Material /$cLovelyn Theresa Innocent, Velraj Ramalingam. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aLightweight exfoliated vermiculite (EV) aggregate particles were mixed with cement-mortar to form exclusive cement-EV specimens of 1:0.5, 1:1, and 1:1.5wt. % proportions, respectively. The thermal conductivity of these specimens was determined using a fabricated experimental setup, wherein the top and the bottom surface temperatures of the specimen were measured with respect to the heat flux within a specific time interval. Properties such as thermal resistivity, thermal transmittance, thermal performance index (TPI), and thermal damping are investigated using empirical relations and compared to that of the conventional cement-mortar specimen. The compressive strength was determined in accordance with the ASTM C31 standards for 7 and 28days of curing. From the results, it was identified that the compressive strength of cement-EV 1:1 was 13.5 % less than cement-EV 1:0.5. The strength of cement-EV 1:1.5 was observed as 72 % and 51 % less than that of cement-EV 1:0.5 and 1:1, respectively. This is due to the increase in the porosity of the specimen. A significant reduction was noticed in the thermal conductivity of cement-EV 1:1.5 value (0.189W/mK), with an increased value of resistivity (5.29mK/W) when compared to that of the cement-mortar specimen. The TPI of the cement-EV 1:1.5 was reduced to 57 % less than the TPI of the cement-mortar, with an indication of the higher thermal stability of the material. Similarly, the results also showed an increase of 56 % and 71 % damping values for cement-EV 1:1 and 1:1.5, respectively. Hence, cement-EV proportions provide satisfactory strength and thermal properties for its usage as a lightweight building envelope in residential constructions, with higher thermal resistance and stability against fluctuating external temperature ranges. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aConcrete$xThermal properties. =700 1\$aRamalingam, Velraj,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 5 Special Section on Applied Fracture Mechanics of Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170520.htm =LDR 03074nab a2200445 i 4500 =001 JTE20170710 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170710$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170710$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a620.137$223 =100 1\$aShi, Dandan,$eauthor. =245 10$aExperimental and Analytical Study on Fatigue Crack Propagation of Pervious Concrete /$cDandan Shi, Xudong Chen, Nan Shen, Saisai Liu, Shengtao Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPervious concrete is a kind of porous material composed of a series of interconnected pores and solid skeletons. Although the research on the basic mechanical properties of pervious concrete has already been performed, the depth and breadth of research are not enough, especially regarding the fatigue fracture characteristics of pervious concrete. In this article, three-point flexural monotonic, cyclic, and fatigue tests of notched specimens are carried out. The mechanical characteristics of pervious concrete are studied on the basis of the mechanism of fracture. Both the effects of loading rates on the fracture mechanics and the effective crack length and the fracture toughness of pervious concrete are investigated. Additionally, on the basis of the crack propagation model proposed by Kolluru et al., the relationship between the crack propagation rate and the effective crack length of pervious concrete relative to flexural fatigue tests is obtained. In addition, the acoustic emission technique is used to monitor the cracking process of pervious concrete. The results indicate that the crack propagation law is similar to that of the acoustic hits. Both indeed show three stages. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aConcrete$xCracking. =700 1\$aChen, Xudong,$eauthor. =700 1\$aShen, Nan,$eauthor. =700 1\$aLiu, Saisai,$eauthor. =700 1\$aLi, Shengtao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 5 Special Section on Applied Fracture Mechanics of Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170710.htm =LDR 03041nab a2200445 i 4500 =001 JTE20170533 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170533$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170533$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTG320 =082 04$a624.254$223 =100 1\$aLiu, Fu-lin,$eauthor. =245 10$aExperimental Study on Manufactured Sand Shape Detection by Image Method /$cFu-lin Liu, Huai-ying Fang, Si-jia Chen, Liang Zhou, Jian-hong Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aManufactured sand often has granules with uneven shapes, which affects the quality of concrete. Hence, the detection of the shape of manufactured sand is important to ensure the quality of concrete. In this article, an image analysis system is used to detect the particle shapes, and the flow time aggregate angularity test is used as a reference to study the correlation between several particle shape characterization parameters and the flow time method. The result shows that the equivalent ellipse axial ratioAeis the best index for evaluating the uniformity of manufactured sand shape. Repeatability tests with single-grade and graded materials showed that the maximum repeatability errors for three types of single-grade material are 0.5 %, 2.52 %, and 2.97 %, respectively, and the maximum repeatability error for the graded material is 0.85 %. When the particle shape is closer to a sphere, the repeatability of the measurements is high. Therefore, the image method particle shape detection system can meet the requirements for manufactured sand shape detection and effectively monitor the quality of manufactured sand for use as aggregate in concrete. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aSand$xTesting. =700 1\$aFang, Huai-ying,$eauthor. =700 1\$aChen, Si-jia,$eauthor. =700 1\$aZhou, Liang,$eauthor. =700 1\$aYang, Jian-hong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 5 Special Section on Applied Fracture Mechanics of Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170533.htm =LDR 04850nab a2200469 i 4500 =001 JTE20180122 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180122$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180122$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA419.5 =082 04$a691.1$223 =100 1\$aAltunisik, Ahmet Can,$eauthor. =245 10$aFinite Element Model Updating and Dynamic Analysis of a Restored Historical Timber Mosque Based on Ambient Vibration Tests /$cAhmet Can Altunisik, Olguhan Sevket Karahasan, Fatih Yesevi Okur, Ebru Kalkan, Korhan Ozgan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (30 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe use of timber as a construction material is based on much older dates than concrete and steel. Therefore, the preservation of historical timber structures such as bridges, monuments, towers, mosques, etc. is very important for cultural heritage. The perspective of preservation for this kind of structures has been developed and has gained more importance in the last two decades. However, there are some issues that need to be addressed. Timber is an anisotropic material and is not fire resistant. Also, moisture causes significant swelling. So, structural behavior should be carefully evaluated by experimental techniques before and after restoration and verified numerically using finite element models. This article presents a detailed study on the structural condition assessment of a restored historical timber mosque: its finite element analysis (FEA), ambient vibration tests, model updating to minimize the differences and reflect the current situation, and dynamic analyses before and after updating procedure. The Kusluca historical timber mosque located in the Srmene District of Trabzon, Turkey was selected as an application. The mosque was built in the early 20th century and includes two floors. Significant timber decorative elements are available in the entrance door, minbar, and mihrab. The restoration projects began in 2008, and the restored mosque was opened in 2011. Finite element modeling of the mosque was accomplished using SAP2000 software (Computers and Structures, Inc., Walnut Creek, California), considering the restoration project drawings. Modal analysis was performed using orthotropic material properties, considering literature review, to determine the initial dynamic characteristics. Nondestructive experimental measurements were conducted after construction to validate the numerical results using in situ testing. Ambient vibration-based system identification was employed using the Enhanced Frequency Domain Decomposition method in the frequency domain and Stochastic Subspace Identification method in the time domain. The first three natural frequencies were obtained between 5.160Hz to 7.153Hz and 3.960Hz to 5.873Hz numerically and experimentally, respectively. There is close agreement between mode shapes, but 30.0 % differences in natural frequencies. To minimize the differences, the finite element model of the timber mosque is updated using the manual model updating procedures, with a changing of material properties to reflect the real structural behavior. The maximum differences are reduced to below the acceptable limits as 5 %. To evaluate the structural behavior and determine the model updating effect, linear dynamic-time history analyses are performed, and displacements with internal forces are compared to each other. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aBuilding, Wooden. =650 \0$aEngineered wood construction. =650 \0$aStructural design. =700 1\$aKarahasan, Olguhan Sevket,$eauthor. =700 1\$aOkur, Fatih Yesevi,$eauthor. =700 1\$aKalkan, Ebru,$eauthor. =700 1\$aOzgan, Korhan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 5 Special Section on Applied Fracture Mechanics of Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180122.htm =LDR 03561nab a2200457 i 4500 =001 JTE20180094 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180094$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180094$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC568.M4 =082 04$a362.1968632061$223 =100 1\$aAmran, Nor Amirah,$eauthor. =245 10$aImprovement of Methadone Maintenance Treatment (MMT) Process Through Development and Implementation of Methadone Dispenser /$cNor Amirah Mohd Amran, Mohd Sayuti Ab Karim, Rusdi Abd Rashid, Tuan Zaharinie Tuan Zahari, Amirul Latif Ishak. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aMethadone is a controlled drug and can be prescribed by an authorized person in charge, under the direction of medical practitioners, for particular patients, to cure their addiction to opioid substances. The development and evaluation of a methadone dispenser present a prototype solution for solving the current manual methadone dispensing problems, which are prone to human error, with the implementation of the methadone maintenance treatment (MMT) program at the same time to increase public awareness about this program. In the current study, the performance of a methadone dispenser is evaluated by investigating the simulation analysis, feasibility, and efficiency of the device as compared to the manual technique. For testing purposes, methadone syrup was replicated with sugar solution of 66.6g/50mL at 25C with a dynamic viscosity of 36.680mPa.s. Thus, it was quantified that the time taken to dispense the sugar solution by using the methadone dispenser has shown a significant improvement of 81.40 % time reductions as compared to the manual technique. The low repeatability percentage of the methadone dispenser by 1.64 % contributes to a high precision device that is reliable enough to be implemented in the MMT program with a dispensing accuracy increment of 3.87%, as compared to the manual technique. The findings suggest that the methadone dispenser is reliable and feasible and contributes to error reduction for implementation in the MMT program with approximately ? 97 % efficiency. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aMethadone maintenance. =650 \0$aMedicine. =700 1\$aKarim, Mohd Sayuti Ab,$eauthor. =700 1\$aRashid, Rusdi Abd,$eauthor. =700 1\$aZahari, Tuan Zaharinie Tuan,$eauthor. =700 1\$aIshak, Amirul Latif,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 5 Special Section on Applied Fracture Mechanics of Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180094.htm =LDR 03600nab a2200409 i 4500 =001 JTE20180147 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180147$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180147$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN853 =082 04$a625.85$223 =100 1\$aDas, Aditya Kumar,$eauthor. =245 10$aInfluence of Basalt, Hydrated Lime, and Fly-Ash Fillers on Aging Behavior of Asphalt Mastic Using Essential and Plastic Work of Fracture /$cAditya Kumar Das, Dharamveer Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe present study was undertaken to investigate the influence of Basalt (B), Hydrated Lime (HL), and Fly-Ash (FA) fillers on aging behavior based on the fracture properties of asphalt mastic. The asphalt mastic samples were prepared in the laboratory using an AC-30 asphalt binder with various combinations of B-HL and B-FA fillers by maintaining a constant filler-binder ratio of 0.8:1 (by mass ratio and 22.5 % by volume) The HL and FA contents were selected as 0 %, 5 %, 10 %, 15 %, and 20 % by the weight of the asphalt binder, and the content of B filler was adjusted accordingly. Correspondingly, three types of asphalt mastic samples, namely, unaged, short-term aged, and long-term aged were prepared in the present study to understand the effects of oxidative aging. Fracture properties of asphalt mastic samples were evaluated at an intermediate temperature using a Double Edge Notched Tension test. The analysis of fracture behavior includes the load-displacement curve pattern, Total Work of Fracture (TWF), Essential Work of Fracture (EWF), Plastic Work of Fracture (PWF), and Critical Tip Opening Displacement (CTOD) values. The results showed that nature, surface texture, mineralogy, and interaction ability of HL and FA fillers strongly influence the aging and fracture resistance of the asphalt mastic. The load-displacement curve pattern, TWF, and PWF values signify a clear indication of an increase in ductile behavior with the incorporation of HL or FA fillers. Similarly, the EWF and CTOD values showed that the inclusion of HL or FA fillers in the asphalt mastic enhanced the aging and fracture resistance behavior. The inclusion of the HL filler has a predominant impact in comparison to the FA filler in the enhancement of both the aging and fracture resistance of asphalt mastic. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aAsphalt. =700 1\$aSingh, Dharamveer,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 5 Special Section on Applied Fracture Mechanics of Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180147.htm =LDR 02872nab a2200457 i 4500 =001 JTE20170685 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170685$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170685$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.F53 =082 04$a624.17$223 =100 1\$aJustice, Grant G.,$eauthor. =245 10$aIntroduction of New Tensile Specimen Geometry for Property Evaluation in Stamped Parts /$cGrant G. Justice, Alla V. Sergueeva, Andrew E. Frerichs, Brian E. Meacham, Sheng Cheng, Daniel J. Branagan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aReliable tensile data are crucial in the automotive design process, particularly for the implementation of new Advanced High Strength Steel grades that can be used in new intricate shapes. The property evaluation of specific subsections of a complex part, such as a metal stamping, requires deviation from standard-sized specimens because of material quantity limitations which force the use of smaller specimens. A new tensile geometry is introduced for testing regions within parts that were previously difficult to characterize. However, the specimen size effect is not consistent between different steels, as demonstrated for this new geometry herein. Tensile property measurements taken with noncontact extensometers from specimens of three different sizes from three different sheet steels showed varying material responses to changes in specimen geometry. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aTensile architecture. =700 1\$aSergueeva, Alla V.,$eauthor. =700 1\$aFrerichs, Andrew E.,$eauthor. =700 1\$aMeacham, Brian E.,$eauthor. =700 1\$aCheng, Sheng,$eauthor. =700 1\$aBranagan, Daniel J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 5 Special Section on Applied Fracture Mechanics of Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170685.htm =LDR 03674nab a2200445 i 4500 =001 JTE20170794 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170794$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170794$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN853 =082 04$a625.85$223 =100 1\$aCai, Xing,$eauthor. =245 10$aInvestigation of Aging Behavior of Biorejuvenated Asphalt with Chemical and Micromechanical Methods /$cXing Cai, Jia Y. Zhang, Ming H. Gong, Jun Yang, Xian H. Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aConsidering the increased application of high reclaimed asphalt pavement (high RAP) content mixtures, the biorejuvenator attracts increasing attention during the pavement maintenance and rehabilitation process, because this method can be implemented with ease and high effectiveness. However, the aging mechanism of biorejuvenated asphalt at a microscale is not well-understood. The microscale analysis provides a way to acknowledge how the biorejuvenator works. Therefore, this study aims to characterize the physical-structural and chemical changes of biorejuvenated asphalts of different aging levels at a microscale. The methodologies adopted include component analysis, atomic force microscopy (AFM), and Fourier-transform infrared spectroscopy (FTIR) In AFM tests, roughness and percentage of bee structures were compared in quantifying the surface morphology changes during aging. Correlation analysis was conducted between the microstructure and component analysis. Youngs modulus and adhesive forces were measured to quantify the micromechanical properties. FTIR spectra were used to investigate the aging mechanism. Results revealed that saturates, aromatics, resins and asphaltenes (SARA) fractions of original asphalts and biorejuvenated asphalts changed in the same way during aging. More special variations were found in aged biorejuvenated asphalt, and saturates content was discovered to determine the variation of bee structures percentage. The adhesion forces changed in different ways because of the different original asphalts, and the modulus index demonstrated that biorejuvenated asphalt aged faster than the original asphalt. The FTIR test demonstrated the new aldehyde in the biorejuvenator may be the reason for the accelerated aging of biorejuvenated asphalt. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aAsphalt. =700 1\$aZhang, Jia Y.,$eauthor. =700 1\$aGong, Ming H.,$eauthor. =700 1\$aYang, Jun,$eauthor. =700 1\$aChen, Xian H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 5 Special Section on Applied Fracture Mechanics of Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170794.htm =LDR 03450nab a2200493 i 4500 =001 JTE20170639 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170639$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170639$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a669$223 =100 1\$aMao, Hanling,$eauthor. =245 10$aLocation and Length Measurement of Invisible Fatigue Crack in Metal Components Using Wave Mixing Methods /$cHanling Mao, Yuhua Zhang, Xinxin Li, Zhenfeng Huang, Hanying Mao, Xiaoqian Qin, Yingxiang Huang, Wanying Zhu, Bang Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aFor the invisible fatigue crack embedded in metal components, wave mixing methods are applied for the fatigue crack location and length measurement. When two incident waves meet within a component, a nonlinear interaction occurs and a third wave is generated, which is related to the damage degree of the meeting position of the two incident waves. When the delay time of incident waves changed in collinear wave mixing experiments, different meeting positions along the length direction of components were detected. The relationship between the sideband amplitude at difference or sum frequencies and delay time is obtained, and the delay time corresponding to the maximum amplitude is applied to locate the fatigue crack along the length direction. Then, adjusting the placing locations of transducers in the noncollinear wave mixing experiment, the meeting position of incident waves is controlled at the fatigue crack decided by the collinear wave mixing experiment. Next, changing the separation distance of two transmitters, the detection positions would be along the vertical direction of the components. The mixing nonlinear parameters of different detection positions are calculated, and the length of the fatigue crack can be measured in a vertical direction based on the distribution of the mixing nonlinear parameter. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aMetals$xCracking. =700 1\$aZhang, Yuhua,$eauthor. =700 1\$aLi, Xinxin,$eauthor. =700 1\$aHuang, Zhenfeng,$eauthor. =700 1\$aMao, Hanying,$eauthor. =700 1\$aQin, Xiaoqian,$eauthor. =700 1\$aHuang, Yingxiang,$eauthor. =700 1\$aZhu, Wanying,$eauthor. =700 1\$aWang, Bang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 5 Special Section on Applied Fracture Mechanics of Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170639.htm =LDR 03386nab a2200421 i 4500 =001 JTE20180413 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180413$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180413$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN853 =082 04$a625.85$223 =100 1\$aHonarmand, Mehrdad,$eauthor. =245 10$aLow Temperature Study on the Behavior of Reinforced Bitumen in Asphalt via Addition of Synthesized Basalt /$cMehrdad Honarmand, Javad Tanzadeh, Hamid Reza Jandaghi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn traffic engineering, one of the problems presented by slate pavement, besides being costly to repair and maintain, is the insufficient resistance of bitumen against traffic loads in low temperatures. In this study, the effect of synthesized basalt modifier has been assessed via four different tests to improve bitumen performance. Hence, the enhancement of resistance to traffic loads at low temperatures as an essential problem of asphalt superstructure in traffic engineering has been taken into account. The bending beam rheometer test was conducted at three temperatures of 6C, 12C, and 18C, and the softening point and permeability index tests were performed. A Fourier transform infrared spectroscopy test was carried out to identify the structure of the modifier additives. The prepared samples of synthetic basalt-reinforced foam bitumen and synthetic basalt bitumen were examined, each having three values of 2, 4, and 6 % of reinforcement agent. The results showed that the bitumen mixture including 6 % synthetic basalt has the lowest operating temperature compared with the base counterpart having the same resistance to traffic loads at low temperatures. In addition, the temperature sensitivity of synthetic basalt-reinforced foam bitumen depressed by diminishing the modifier amount because adding the 6 % synthetic basalt to the base bitumen increased it from 0.65 to 0.91. The obtained results indicated that the achieved modified bitumen with optimal temperature sensitivity could be a good choice for employment in road construction. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aAsphalt. =700 1\$aTanzadeh, Javad,$eauthor. =700 1\$aJandaghi, Hamid Reza,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 5 Special Section on Applied Fracture Mechanics of Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180413.htm =LDR 02948nab a2200469 i 4500 =001 JTE20170294 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170294$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170294$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA780 =082 04$a620$223 =100 1\$aZhang, Ze,$eauthor. =245 10$aMechanism of Pile-Soil Relative Vertical Displacement under the Freeze-Thaw Action /$cZe Zhang, Wenjie Feng, Hu Zhang, Xiangyang Shi, Jiao Ming. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTo effectively mitigate the risk of freeze-thaw disasters, the lines, poles, and piles in point-line constructions need be deployed with careful consideration of the compaction degree control of backfilled soil. Vertical displacements of soil and piles occur at the same time under freeze-thaw action, thereby making it difficult to determine the frost heave and thaw subsidence of piles. To solve this problem, we monitored the vertical displacements of piles and soil simultaneously and found that the pile-soil interaction differs, depending on the variances in backfill density. Such displacement also ultimately results in pile-soil system modification synchronization. To determine the vertical displacement of the pile foundation, one must first determine the relative displacement of the pile and soil. This work presents serial experimental results and verifies experimentally that an optimal degree of soil compaction exists in which the pile shows minimal changes in its vertical displacement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aFrozen ground. =650 \0$aPiling (Civil engineering) =650 \0$aSoils, Salts in. =700 1\$aFeng, Wenjie,$eauthor. =700 1\$aZhang, Hu,$eauthor. =700 1\$aShi, Xiangyang,$eauthor. =700 1\$aMing, Jiao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 5 Special Section on Applied Fracture Mechanics of Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170294.htm =LDR 03016nab a2200457 i 4500 =001 JTE20180340 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180340$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180340$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN853 =082 04$a625.85$223 =100 1\$aShi, Pengcheng,$eauthor. =245 10$aNanoscaled Characteristics of Recovered Asphalt Binders from Weathered Asphalt Mixtures /$cPengcheng Shi, Zhen Dai, Hong Zhu, Qiju Gao, Xinsheng Li, Junan Shen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe nanoscaled properties including morphology and mechanics of recovered asphalt binders from open-graded friction course (OGFC) asphalt mixtures weathered in a laboratory were measured by atomic force microscopy. In addition, specific functional groups and molecular size distributions of the recovered binders were tested by Fourier infrared spectroscopy and gel permeation chromatography (GPC), respectively. The OGFC mixtures were weathered in an accelerated weathering machine for various durations of 0, 1,000, 2,000, and 3,000h. The results showed that (1)as the weathering degree increased, the root mean square of morphology increased, and both the number of the bee-structures and the adhesion decreased; (2)as the weathering degree increased, the carbonyl and sulfoxide indexes increased, whereas the butadiene-based index decreased; and (3)the large molecular size groups from GPC tests increased, whereas the small molecular size groups decreased, as the weathering time increased. The changes of the molecular size groups had fairly good linear correlations with the weathering time. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aAsphalt. =700 1\$aDai, Zhen,$eauthor. =700 1\$aZhu, Hong,$eauthor. =700 1\$aGao, Qiju,$eauthor. =700 1\$aLi, Xinsheng,$eauthor. =700 1\$aShen, Junan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 5 Special Section on Applied Fracture Mechanics of Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180340.htm =LDR 03058nab a2200457 i 4500 =001 JTE20170502 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170502$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170502$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A34 =082 04$a668.3$223 =100 1\$aEzeh, Emmanuel C.,$eauthor. =245 10$aNovel Facile Technique for the Determination of Binding Strength of Adhesives /$cEmmanuel C. Ezeh, Charles C. Chime, Bernardine N. Nweze, Jude C. Okenwa, Sabestine A. Chukwuma, Chiedozie C. Nnaona. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSecond to the wide application of different types of adhesives in various industries, offices, and homes and to the paucity of raw materials for the production of adhesives, as well as constraints in access to the conventional instruments for determination of binding strength, especially in underdeveloped and developing countries, there is a need to source and produce adhesives locally from readily available and inexpensive raw materials and to develop simple and reliable techniques to determine the binding strength. In this work, adhesives were produced from pumpkin and watermelon seeds. The binding strength of the adhesives was successfully tested using a simple technique involving a retort stand and standard objects of known mass. The adhesives were of good quality and easily applied, especially on paper, foam, footwear, and wood works. This novel technique provides a very easy and inexpensive route for the determination of binding strength as it does not require electric power, advanced technical skills, or other chemicals. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aAdhesives$xTesting. =700 1\$aChime, Charles C.,$eauthor. =700 1\$aNweze, Bernardine N.,$eauthor. =700 1\$aOkenwa, Jude C.,$eauthor. =700 1\$aChukwuma, Sabestine A.,$eauthor. =700 1\$aNnaona, Chiedozie C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 5 Special Section on Applied Fracture Mechanics of Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170502.htm =LDR 02816nab a2200469 i 4500 =001 JTE20180544 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180544$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180544$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA410 =082 04$a620.11245$223 =100 1\$aJi, Meng,$eauthor. =245 10$aShear Yield Stress of Magnetorheological Fluids between Characteristic Surfaces of Different Materials /$cMeng Ji, Yiping Luo, Hongjuan Ren, Dan Wei, Lulu Kang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aMagnetorheological fluids (MRFs) have a wide range of applications in automotive and other industrial fields. As one of the main performance parameters of MRFs, static yield stress is the demarcation point of solidliquid performance conversion. Therefore, yield stress is important to the study of MRFs. In this work, a new type of MRF testing device was designed. Three types of material blocks, namely, steel, copper, and aluminum, were tested to determine wall slippage using MRF-122E and MRF-132D. The results indicate that the best pulling blocks were the 1-mm copper rectangular channel and the 2-mm aluminum triangle channel. Identity distance was also tested, and the result indicated that the 1-mm copper pulling block and identity distance of 5-mm curve were nearest to the Lord Corporation yield curve with a maximum relative error within 5 %. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aShear (Mechanics) =650 \0$aMaterials$xTesting. =650 \0$aShear flow$xTesting. =700 1\$aLuo, Yiping,$eauthor. =700 1\$aRen, Hongjuan,$eauthor. =700 1\$aWei, Dan,$eauthor. =700 1\$aKang, Lulu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 5 Special Section on Applied Fracture Mechanics of Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180544.htm =LDR 03339nab a2200421 i 4500 =001 JTE20170299 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170299$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170299$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA479.S7 =082 04$a620.1723$223 =100 1\$aKumar, P. Aneesh,$eauthor. =245 10$aStudies on Intergranular Corrosion Characteristics of Cast Duplex Stainless Steel Stabilized with Niobium /$cP. Aneesh Kumar, S. P. Kumaresh Babu, B. Thirumaran. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTo study intergranular corrosion (IGC) characteristics, two cast grades of duplex stainless steels, 5A and 5A stabilized with niobium, were produced in a vacuum induction melting furnace. The samples were tested under three different heat-treatment conditions that were selected using a property diagram generated through the TCFE8 database of the Thermo-Calc software (Thermo-Calc Software, Solna, Sweden) A Feritscope FMP30 (Fischer Technology, Inc., Windsor, CT) was used to measure the ferrite phase content in the samples and compared with that specified in the property diagram. Metallurgical characteristics were analyzed through optical microscopy, scanning electron microscopy, energy dispersive spectroscopy, and X-ray diffractometry. Each heat-treated sample possessed a distinct texture due to the formation of various intermetallic phases in the alloy. The corrosion behavior of the samples was studied using an oxalic acid etch test. Double-loop electrochemical potentiokinetic reactivation and sulfuric acid tests were conducted on the niobium-stabilized samples, and the results demonstrated that the samples possess superior resistance to corrosion compared to those not stabilized with niobium. The addition of niobium produced a mixture of niobium compounds that suppressed the chromium depletion and reduced the degree of sensitization. This study demonstrated the potential of using niobium as a stabilizer in the duplex stainless steel alloy to considerably reduce IGC. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aStainless steel$xCorrosion. =700 1\$aBabu, S P Kumaresh,$eauthor. =700 1\$aThirumaran, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 5 Special Section on Applied Fracture Mechanics of Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170299.htm =LDR 03906nab a2200493 i 4500 =001 JTE20170736 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170736$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170736$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.23 =082 04$a620.11299$223 =100 1\$aZhao, Pinhui,$eauthor. =245 10$aStudy of the Extraction and Quantitative Characterization of the Microstructural Features of Aggregates /$cPinhui Zhao, Dongxing Gao, Kechao Han, Lingyun Kong, Yi Luo, Zeyu Zhang, Fei Bi, Ziqiao Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAggregates are one of the important parts of an asphalt mixture. Their structural features have a significant effect on the adhesion of asphalt aggregates and influence the service life of the asphalt mixture. By using cold-field-emission scanning electron microscope technology, this study investigates the fine characterizations of the microstructures of different aggregates. This study illustrates a method to obtain high-resolution micrographs in large horizons by using the technology of continuously spliced high-resolution micrographs, which can be used to acquire graphs within the scope of hundreds of square microns with nanometer resolution. By employing Image-Pro Plus processing software (Media Cybernetics, Rockville, MD), the microstructural features of aggregates were recognized and indexes were proposed to acquire various data, such as area, perimeter, length, width, length-width ratio, and the shape factor. These data could reflect the microstructural features of aggregates. On this basis, a quantitative characterization based on the feature analysis of the shape factor was established for qualitative and quantitative analyses of aggregate microstructures and to fully obtain structural characteristic parameters of specimens under high resolutions in a large horizon. The collected data were further judged in terms of disparity and consistency by using principal component analysis. Moreover, the position vector function criterion acquired an experimental scheme with the minimal number of random observation groups that were able to represent the overall features of specimens. The study can recognize the complete microstructural features of the aggregate surfaces and further realize a quantitative analysis based on indexation by applying the optimized experimental method and software. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aMicrostructure. =650 \0$aMaterials$xMicroscopy. =700 1\$aGao, Dongxing,$eauthor. =700 1\$aHan, Kechao,$eauthor. =700 1\$aKong, Lingyun,$eauthor. =700 1\$aLuo, Yi,$eauthor. =700 1\$aZhang, Zeyu,$eauthor. =700 1\$aBi, Fei,$eauthor. =700 1\$aYang, Ziqiao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 5 Special Section on Applied Fracture Mechanics of Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170736.htm =LDR 02641nab a2200433 i 4500 =001 JTE20170238 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170238$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170238$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL500 =082 04$a621.406$223 =100 1\$aAbdulaziz, Ahmed H.,$eauthor. =245 10$aTesting and Validation of a Novel Segmented Wind Turbine Blade /$cAhmed H. Abdulaziz, Adel Elsabbagh, Tamer Elnady. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article presents the structural testing and analyses of a segmented horizontal axis wind turbine blade. The blades mass and center of gravity are first determined. Free vibration tests are performed, and the natural frequencies are obtained. Static bending tests in flapwise and edgewise directions are conducted with acoustics emission monitoring. The segmented blade was able to sustain the test loads. However, some superficial defects appeared and were detected by the acoustics emission sensors. Finally, the resonant fatigue test is performed for ten million cycles. The variation of the stiffness against the loading cycles is used to diagnose the initiation of fatigue cracks. Based on the testing results, some modifications are proposed in the design and manufacturing approaches to avoid the noted defects. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aTurbines$xBlades$xTesting. =650 \0$aWind turbines. =650 \0$aTurbines$xBlades. =700 1\$aElsabbagh, Adel,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 5 Special Section on Applied Fracture Mechanics of Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170238.htm =LDR 03032nab a2200433 i 4500 =001 JTE20170466 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170466$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170466$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS990 =082 04$a685.31$223 =100 1\$aBlanchette, Mark G.,$eauthor. =245 10$aThe Influence of Footwear Tread Groove Orientation on Slip Outcome and Slip Severity /$cMark G. Blanchette, Christopher M. Powers. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPrevious research utilizing mechanical testing has revealed that footwear tread groove orientation has a significant impact on available friction. However, the influence of tread groove orientation on slip potential in human subjects has received little attention. The purpose of this study was to determine if footwear tread groove orientation influences slip outcome and severity. Thirty-six subjects were allocated into two groups matched by sex, age, height, and weight. Subjects in each group wore a shoe with a different tread groove orientation (parallel versus perpendicular) Subjects ambulated across water-contaminated porcelain ceramic tile, and their slip outcome was recorded. Slip severity was assessed by slip distance as quantified using a motion analysis system. Results indicated that the parallel groove group experienced a greater proportion of slip events (15 of 18) compared with the perpendicular groove group (9 of 18) On average, parallel grooves also resulted in significantly greater slip distances compared with perpendicular grooves (34.6cm versus 5.6cm) Our findings indicate that tread groove orientation has an impact on slip outcome and slip severity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aFootwear$xDesign. =650 \0$aFootwear$xDesign and construction. =650 \0$aShoes$xDesign. =700 1\$aPowers, Christopher M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 5 Special Section on Applied Fracture Mechanics of Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170466.htm =LDR 02430nab a2200421 i 4500 =001 JTE20170370 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170370$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170370$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519.287$223 =100 1\$aKhan, Muhammad Nauman,$eauthor. =245 10$aWeighted Modified Weibull Distribution /$cMuhammad Nauman Khan, Anwaar Saeed, Ayman Alzaatreh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA profusion of new classes of distributions has recently showed its usefulness to applied statisticians working in various areas of studies. Generalizing existing distributions by adding extra parameters to an existing family of distribution functions leads to more flexible models. In this article, we define a new three-parameter lifetime model called the weighted modified Weibull distribution. Various statistical properties of the distribution are derived. The estimation of parameters is discussed by using the method of maximum likelihood. Finally, the superiority of the proposed distribution is shown by analyzing four well-known lifetime datasets. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aWeibull distribution. =700 1\$aSaeed, Anwaar,$eauthor. =700 1\$aAlzaatreh, Ayman,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 5 Special Section on Applied Fracture Mechanics of Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170370.htm =LDR 03284nab a2200409 i 4500 =001 JTE20170687 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170687$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170687$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK1191 =082 04$a665.5440287$223 =100 1\$aZhang, Ou,$eauthor. =245 10$aAnalysis of MFL Model for Sucker Rod Defects and Its MFL Signal Processing /$cOu Zhang, Xueye Wei. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aMagnetic flux leakage (MFL) testing is a nondestructive testing technique widely used in the petroleum industry and pipeline transportation. In this article, the double-coil magnetization method was used to analyze and solve the MFL model of a sucker rod defect, and the collected MFL signals were processed and analyzed. The model of the sucker rod defect was established using the magnetic dipole model, and the leakage magnetic field intensity in the tangential and normal directions above the defect was solved. Then, the influences of the defect width, defect depth, and lift-off value on the leakage magnetic field were obtained. The magnetic field gradients of the MFL signals were deduced and discussed, and the trend of the magnetic field gradients in different directions were obtained. The cubic spline interpolation method (CSIM) was introduced and was applied to the interpolation of MFL data. Finally, the MFL testing platform of the sucker rod defect was constructed, and the collected MFL data were denoised by the wavelet filtering (WF) method; subsequently, the magnetic gradients of the MFL signals were analyzed. The experimental result shows that the continuous MFL signals can be achieved by using the CSIM, and the WF not only maintains the characteristic information of the effective signals but also has a good denoising effect and makes the signals smooth. Simultaneously, the result also indicates that the magnetic field gradients are good tools for analyzing the MFL signals, which reflect the characteristic information of the defect. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aPipelines$xTesting. =700 1\$aWei, Xueye,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 5 Special Section on Applied Fracture Mechanics of Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170687.htm =LDR 02822nab a2200409 i 4500 =001 JTE20170553 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170553$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170553$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA410 =082 04$a620.1$223 =100 1\$aEl-Raheem, A.M. Abd,$eauthor. =245 10$aOptimal Plans and Estimation of Constant-Stress Accelerated Life Tests for the Extension of the Exponential Distribution under Type-I Censoring /$cA. M. Abd El-Raheem. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (41 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAccelerated life tests (ALTs) are usually applied for life testing of devices that are extremely reliable. In this article, a constant-stress ALT is considered when the lifetime of a test unit has an extension of the exponential distribution. It can be accepted as an alternate to Weibull, gamma, and exponentiated exponential distributions. The scale parameter of lifetime distribution is supposed to be a log-linear function of the stress levels. The maximum likelihood estimates of the parameters, as well as Fisher information matrix, are derived. In addition, Bayes estimates of the model parameters are obtained. The optimal proportion of test units allocated to every stress level is derived depending on D-, C-, and A-optimality criteria. Moreover, two real data examples are analyzed to explain the importance of the extension of the exponential distribution in reliability studies. Thereafter, a Monte Carlo simulation study is carried out to check the efficacy of the estimation techniques and the optimality criteria. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aMaterials$xTesting. =650 \0$aStrains and stresses. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 5 Special Section on Applied Fracture Mechanics of Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170553.htm =LDR 03834nab a2200493 i 4500 =001 JTE20180609 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180609$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180609$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.7 =082 04$a620.126$223 =100 1\$aAnangsha, A.,$eauthor. =245 10$aA New Autonomous Program Customized for Computing Surface Cracks in an Unsaturated Soil in a 1-D Column /$cA. Anangsha, Vinay Kumar Gadi, Sanandam Bordoloi, Sai Krishna Kothapalli, S. Sreedeep, Mei Guoxiong, Ankit Garg. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe quantification of soil surface cracks is important, as it is useful in analyzing water infiltration and overall water balance in any green infrastructure, such as slopes, agricultural fields, green roofs, etc. In previously reported studies, the approaches for quantifying cracks mainly used manual processing of images through the public domain image analysis tool ImageJ. Such software is not customized for quantifying cracks in an unsaturated soil surface, as this results in relatively higher noise (i.e., lower resolution) in the processed image. Furthermore, manual processing makes processing of images in large quantities (usually captured through unmanned aerial vehicle (UAV) surveying) cumbersome. This technical note introduces an autonomous novel image analysis method for characterizing surface crack patterns that develop in unsaturated soils. A simple experimental setup was developed using a 1-D column containing red soil. The soil was compacted by hand to the desired state of compaction and placed in an environment-controlled chamber where it was allowed to dry. A series of images of the soil sample was captured using a commercially available camera model (Canon EOS 700D) to have photographic representation of the cracking process. A step-by-step strategy using a script coded in Python was developed to analyze the images captured during the laboratory tests. It outlines how image analysis can be automated to remove observer-dependent subjectivity (involved in manual processing of images) and introduces reproducibility of results. In addition, it effectively quantifies cracks in unsaturated soils with a much lower processing time and higher accuracy (less noise) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aSurfaces (Technology) =650 \0$aFracture mechanics. =650 \0$aMaterials$xCracking. =700 1\$aGadi, Vinay Kumar,$eauthor. =700 1\$aBordoloi, Sanandam,$eauthor. =700 1\$aKothapalli, Sai Krishna,$eauthor. =700 1\$aSreedeep, S.,$eauthor. =700 1\$aGuoxiong, Mei,$eauthor. =700 1\$aGarg, Ankit,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 5 Special Section on Applied Fracture Mechanics of Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180609.htm =LDR 02425nab a2200409 i 4500 =001 JTE20170547 =003 IN-ChSCO =005 20190916061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190916s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170547$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170547$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA780 =082 04$a624.154$223 =100 1\$aJeong, Je-Pyong,$eauthor. =245 10$aStudy on the Bending Performance of Composite H-Shaped Piles /$cJe-Pyong Jeong, Dae-Hung Kang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThere has been a great increase in the number of structural members composed of two or more materials with different stressstrain distributions. This study investigated the bending performance of composite H-shaped piles subjected to bending moments. Loaddisplacement hysteresis curves were analyzed using limit state analysis, and eight specimenssix composite H-shaped piles made of reinforced concrete and H-shaped steel beams (i.e., composite H-shaped piles) and two conventional H-shaped steel pileswere tested using a loading apparatus. The test results show that the ductility capacity of the composite H-shaped pile is 138 % more than that of the conventional H-shaped steel pile. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 16, 2019. =650 \0$aPiling (Civil engineering)$xTesting. =700 1\$aKang, Dae-Hung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 5 Special Section on Applied Fracture Mechanics of Asphalt Materials.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170547.htm =LDR 02734nab a2200457 i 4500 =001 JTE20170156 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170156$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170156$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1576 =082 04$a677.21$223 =100 1\$aRajwin, Jebastin A.,$eauthor. =245 10$aA Study on the Effect of Plasma Treatment on Thermal Comfort Properties of Cotton Fabric /$cA. Jebastin Rajwin, C. Prakash. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this study, the influence of plasma treatment on the thermal comfort properties of cotton woven fabric has been investigated. The woven fabric sample was treated with three types of plasma, namely, air, argon, and oxygen plasma. The investigation was done with various parameters like treatment time, the distance between the fabric sample and electrode, and the frequency of the plasma process. It is observed that the air permeability of the fabric has a linear relationship with the distance of the sample and better air permeability achieved in air plasma. Also, the air permeability inversely related to time and frequency. The thermal resistance and water vapor permeability decreased with the distance and increased with the time and frequency. Similarly, the thermal resistance and water vapor permeability of cotton samples were enhanced in oxygen plasma treatment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 25, 2018. =650 \0$aTextile fabrics$xJuvenile fiction. =650 \0$aCottonfabric$xJuvenile fiction. =650 \0$aStories in rhyme. =650 \0$aTextile fabrics. =700 1\$aTarefder, Rafiqul A.,$eauthor. =700 1\$aPrakash, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170156.htm =LDR 02586nab a2200445 i 4500 =001 JTE20160555 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160555$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160555$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.1/292$223 =100 1\$aMohamadzadeh, Milad,$eauthor. =245 10$aComparison of Mode II Fracture Toughness Test Methods for Wood and Wood-Based Composites /$cMilad Mohamadzadeh, Daniel Hindman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCurrently, there is no standard test methodology for the evaluation of Mode II fracture toughness,GII, for wood and wood composite materials. This article measured the Mode II fracture toughness of solid wood, laminated veneer lumber (LVL), and oriented strand lumber (OSL) using the three-end notched flexure (three-ENF) test and the compact shear (CS) test. Fracture toughness values from the three-ENF test were similar for the solid wood and LVL material, demonstrating similar failures of specimens. The OSL materials had significantly lower fracture toughness values and exhibited exceedingly brittle failure. The CS test was not considered to be a practical method for measurement of Mode II fracture toughness because of the lack of stable crack propagation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 25, 2018. =650 \0$aComposite materials$vCongresses. =650 \0$aAdhesion$vCongresses. =650 \0$aCellulose$vCongresses. =650 \0$aWood$vCongresses. =700 1\$aHindman, Daniel,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160555.htm =LDR 03328nab a2200457 i 4500 =001 JTE20170151 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170151$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170151$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA653 =082 04$a624.171$223 =100 1\$aKaneko, Masahito,$eauthor. =245 10$aEffect of Impact Energy in ESSO Test (Part 2: Proposal of Validity Criteria of Impact Condition in ESSO Test by FEM Crack Propagation Analysis /$cMasahito Kaneko, Tomoya Kawabata, Shuji Aihara. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aBased on the fundamental knowledge revealed in Part 1 of the present work, crack propagation analysis is carried out in Part 2 of the present work to the establish validity criteria for impact conditions. In cases where there is excessive impact energy in a brittle fracture test in the evaluation of crack arrest toughness, the impact energy gives conservative test results. In this research, numerical simulation was systematically conducted in order to clarify the effects of impact energy. Dynamic elastic finite element method Finite Element Method (FEM) analysis, which was validated by actual dynamic strain data in Part 1, was employed. The FEM analysis revealed that the impact effect reached its maximum immediately after impact and gradually decreased thereafter. However, the increase of the dynamic stress intensity factorKd, with respect to the impact, remains significant in cases where applied stress is low and impact energy is high. The judgment of whether the impact had an effect on the results was made by calculating the ratio of the values ofKdboth for cases where impact was considered and where it was not. The threshold condition from which the evaluated value should be corrected was set to 1.5. The specified range could be determined without considering the effect of impact by using the dimensionless ratio of the quantity impact energyEi/(Es?+?Et) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 25, 2018. =650 \0$aElastic wavepropagation$xMathematical models. =650 \0$aComposite materials$xAnalysis. =650 \0$aFinite element method. =650 \0$aElasticanalysis(Engineering) =700 1\$aKawabata, Tomoya,$eauthor. =700 1\$aAihara, Shuji,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170151.htm =LDR 03814nab a2200469 i 4500 =001 JTE20170221 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170221$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170221$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQP363.3 =082 04$a153.8/3$223 =100 1\$aYankelevsky, David Z.,$eauthor. =245 10$aStandard Testing of Glass Revisited - Experimental and Theoretical Aspects /$cDavid Z. Yankelevsky, Kevin Spiller, Jeffrey A. Packer, Michael Seica. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article deals with standard strength tests of new float glass and focuses on the common four-point bending test. Under similar test conditions, glass specimens behave differently in terms of their fracture patterns, location of the fracture origins, ultimate loads at failure, and the tensile strengths at failure. Therefore, standards require a minimum of 30 specimens in a tested sample and present different requirements with regard to face and edge types of failure, the location of failure within the shear span, etc. This article aims at addressing some of these aspects through an experimental study of relatively large samples subjected to four-point bending and a complementary series of three-point bending tests, and by employing a stochastic theoretical model that helps to gain insight of the findings and generalize the conclusions. The article examines whether edge failure specimens should be excluded from the entire tested sample, investigates whether a failure within the shear span differs from a failure in the central constant bending moment zone of the tested specimen, examines the effect of the sample size, and discusses the effect of the specimen size on the results. The study finds that although edge failure specimens may be included in the strength evaluation, they should better be excluded. It is also found that there is no difference between shear span zone and central zone failures. The study finds that there is a considerable scatter of results when a limited size sample of 30 specimens only is tested and caution is required in the interpretation of the results of small size samples. Finally, yet importantly, the article examines the different tensile strength results obtained from different samples following different standards, because of the size effect, and discusses what the real tensile strength of glass is. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 25, 2018. =650 \0$aNeural circuitry$xMathematical models. =650 \0$aDecision making$xPhysiologicalaspects. =650 \0$aNerve Net$xphysiology. =650 \0$aJudgment$xphysiology. =700 1\$aSpiller, Kevin,$eauthor. =700 1\$aPacker,Jeffrey A.,$eauthor. =700 1\$aSeica, Michael,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170221.htm =LDR 03097nab a2200433 i 4500 =001 JTE20170137 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170137$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170137$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA690 =082 04$a620.1/86$223 =100 1\$aShakouri, Mehdi,$eauthor. =245 10$aEffect of Silver Addition on Mechanical Properties and Stress Corrosion Cracking in a Predeformed and Overaged 7055 Aluminum Alloy /$cMehdi Shakouri, Mohammad Esmailian, Saeed Shabestari. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe effect of silver on mechanical properties and stress corrosion cracking (SCC) resistance in a predeformed and overaged 7055 aluminum alloy was investigated. The treatment consisted of solution treating the specimens and then applying 5 % plastic deformation (compression) before aging. The next operation was aging the specimens at 121°C for 24 hours and overaging them at 175°C for 10 hours. Properties of the alloys were investigated by mechanical testing, scanning electron microscopy, transmission electron microscopy, energy-dispersive X-ray spectroscopy, X-ray diffraction, and differential scanning calorimetry. Results show that the ultimate tensile strength (UTS) and yield tensile strength (YTS) for the silver-free alloy were 580 and 520MPa, respectively, and increased to 594 and 567MPa after the addition of 0.39 % silver. Moreover, the stress corrosion resistance increased = 23 % after adding 0.2 % silver. It can be seen that the addition of silver to predeformed and overaged 7055 aluminum alloy slightly improves the UTS and YTS and increases resistance to SCC significantly. These improvements are due to the interrupting effect of silver on the continuity of magnesium-rich precipitates and the increasing copper absorption in the precipitates. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 25, 2018. =650 \0$aAluminumalloys. =650 \0$aAluminumconstruction. =700 1\$aEsmailian, Mohammad,$eauthor. =700 1\$aShabestari,Saeed,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170137.htm =LDR 03253nab a2200457 i 4500 =001 JTE20170046 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170046$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170046$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN697.A47 =082 04$a669.722$223 =100 1\$aMolla, Tesfaye Tadesse,$eauthor. =245 10$aDevelopment of High Temperature Mechanical Rig for Characterizing the Viscoplastic Properties of Alloys Used in Solid Oxide Cells /$cTesfaye Tadesse Molla, Fabio Greco, Kawai Kwok, Philipp Zielke, Henrik Lund Frandsen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAnalyzing the thermomechanical reliability of the solid oxide cell (SOC) stack requires precise measurement of the mechanical properties of the different components in the stack at operating conditions of the SOC. It is challenging to precisely characterize the time-dependent deformational properties of metallic components in the SOC stacks at the required level of stress and operational conditions (high temperature and controlled atmosphere). This work presents an improved methodology for characterizing the time-dependent, or viscoplastic, properties of metallic alloys used in the SOC stacks at a high temperature and in a controlled atmosphere. The methodology uses a mechanical loading rig designed to apply variable and constant loads on samples within a gas-tight high temperature furnace. In addition, a unique, remotely installed length measuring setup involving a laser micrometer is used to monitor deformations in the sample. Application of the methodology is exemplified by measurement of stress relaxation, creep, and constant strain rate behaviors of a high-temperature alloy used in the construction of SOC metallic interconnects at different temperatures. Furthermore, measurements using the proposed methodology are also verified by the literature and experiments conducted using other machines. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 25, 2018. =650 \0$aAluminum$xMetallurgy. =650 \0$aMechanical alloying. =650 \0$aAluminumalloys. =700 1\$aGreco, Fabio,$eauthor. =700 1\$aKwok, Kawai,$eauthor. =700 1\$aZielke, Philipp,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170046.htm =LDR 03962nab a2200433 i 4500 =001 JTE20160645 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160645$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160645$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK3351 =082 04$a621.319/34$223 =100 1\$aRambabu, U.,$eauthor. =245 10$aAssessment of Hazardous Substances in Electrical Cables :$bImplementation of RoHS Regulations in India /$cU. Rambabu, V. Balaram, R. Ratheesh, S. Chatterjee, M. Kishore Babu, N. R. Munirathnam. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aGlobally, the use of plastics in electrical and electronic equipment (EEE) and home appliances as alternatives to aluminum and steel has been increased rapidly. As a result, the sustainable recycling of plastics in the Indian informal sector has been complicated by hazardous additive substances. In plastics, lead and cadmium compounds are mainly applied as pigments and stabilizing agents. As per the directive of the Restriction of Hazardous Substances (RoHS), for all homogenous materials in the manufacture of various types of EEE, the application of lead, mercury, hexavalent chromium (Cr6+), polybrominated biphenyls (PBBs), and polybrominated diphenyl ethers (PBDEs) is restricted to a maximum level of 1,000µg/g and especially cadmium to a maximum level of 100µg/g. In the present work, five electrical cables of various colors and gauges, available in the local market (Hyderabad, India), were chosen for a case study. As per the norms of IEC62321,Electrotechnical Products—Determination of Six Regulated Substances (Lead, Mercury, Cadmium, Hexavalent Chromium, Polybrominated Biphenlys, Polybrominated Diphenyl Ethers), the prescreening using Energy Dispersive X-ray Fluorescence (EDXRF) spectrometer showed the presence of lead only in all cables against the six restricted substances with variable concentrations with color as well as thickness. The maximum lead content observed was ~31,000µg/g in black cables with a 2.5-mm2thickness. The measured lead content using EDXRF spectrometry has cross-checked with other well-established analytical techniques: Atomic Absorption Spectrometry (AAS), Inductively Coupled Plasma Optical Emission Spectrometry (ICP-OES), and Inductively Coupled Plasma Mass Spectrometry (ICP-MS), and the results were found to be comparable. The spiking studies of lead showed that the obtained results by EDXRF spectrometry were within the acceptable range (accuracy limit of 100?±?20 %). From the results obtained, it is concluded that the content of lead tested in all the electrical cables selected was more than 1,000µg/g and hence found to be noncompliant as per RoHS regulation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 25, 2018. =650 \0$aElectriccables. =700 1\$aChatterjee, S.,$eauthor. =700 1\$aBalaram, V.,$eauthor. =700 1\$aBabu, Kishore M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160645.htm =LDR 03317nab a2200445 i 4500 =001 JTE20160571 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160571$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160571$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE212 =082 04$a625.8$223 =100 1\$aShaban, Alaa M.,$eauthor. =245 10$aPreliminary Investigation of Predicting Permanent Deformations of Unbound Granular Materials Using Miniaturized Pressuremeter Cyclic Data /$cAlaa M. Shaban, Paul J. Cosentino. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe permanent deformations of unbound pavement layers are typically caused by the movement and densification of aggregate particles under the influence of repeated wheel loads. This type of distress, which represents one of the major failure modes in flexible pavements, has been investigated by many researchers. In this research, a miniaturized pressuremeter (MPMT) device was used to predict rutting of unbound granular materials by performing cyclic field testing. The permanent deformations measured using cyclic triaxial (CT) testing were compared with those predicted from the MPMT testing. Four unbound pavement materials used as a pavement base and subgrade were tested and evaluated. The Tseng-Lytton model, also known as the sigmoidal model, was used to analyze and interpret permanent strain data obtained from both tests. The data showed that the permanent strains predicted from in situ MPMT tests are larger than those measured from laboratory CT tests. However, it is demonstrated that the best results are obtained when MPMT permanent strains are adjusted by using the slope of the strain level model as a reduction factor. The results indicated that the average ratio of predicted to measured permanent strain was 0.66 and 0.89 for subgrade and base course materials, respectively. In addition, it was concluded that the MPMT stress-strain data from ten MPMT loading cycles provide a reasonable estimation for soil strain parameters of the sigmoidal model. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 25, 2018. =650 \0$aGranularmaterials$xTesting. =650 \0$aPavement performance. =650 \0$aMaterialstests. =650 \0$aGranularbases. =700 1\$aCosentino, Paul J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160571.htm =LDR 03537nab a2200457 i 4500 =001 JTE20170104 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170104$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170104$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA749 =082 04$a624.1/51363$223 =100 1\$aSullivan, Griffin W.,$eauthor. =245 10$aEarly Age Thermal Measurements of Soil-Cement Mixtures for Quality Control during Paving /$cW. Griffin Sullivan, Isaac L. Howard, Tim Cost, Jay Shannon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCementitiously stabilized soil (i.e., soil-cement) is popular among some state departments of transportation (DOTs) for subbase and base pavement layers, particularly, states with limited supplies of quality aggregates. When constructed properly, soil-cement has proven to be a well-performing and economically beneficial product for multiple DOTs; however, there is still a growing need to better characterize soil-cement properties in the laboratory and especially during construction. This need could partly be met with thermal profile measurements of hydrating soil-cement mixtures. The overall purpose of this article is to investigate the potential use of thermal measurements as a quality control tool for compacted soil-cement mixtures used in pavement layers. A compaction device, referred to as the Plastic Mold (PM) device, was central to the approach presented in this article to perform thermal measurement and unconfined compressive strength (UCS) testing on the same specimen. Based on data presented in this article, thermal profile measurements of soil-cement mixtures are feasible and have some merit as a quality control tool. Variability analysis under laboratory conditions showed measured thermal profile results were less variable or equally as variable as UCS measurements. Under field conditions, thermal profile testing was observed to be sensitive to initial material temperature, thermal device insulation, and surrounding environment temperatures. Implementation of thermal measurements into soil-cement quality control seems to be best suited as supporting information only for cases in which UCS measured by the PM device needs more explanation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 25, 2018. =650 \0$aSoil cement. =650 \0$aSustainable engineering. =650 \0$aGreen products. =700 1\$aCost, Tim,$eauthor. =700 1\$aHoward, Isaac L.,$eauthor. =700 1\$aShannon, Jay,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170104.htm =LDR 02904nab a2200445 i 4500 =001 JTE20170143 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170143$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170143$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRM301.15 =082 04$a615/.7$223 =100 1\$aChen, Xuguang,$eauthor. =245 10$aEnergy-Based Forming Mechanism and Criterion for Zonal Disintegration /$cXuguang Chen, Ning Zhang, Mingsheng Zhang, Xiaodong Niu, Yanlong Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe law of energy dissipation and release during rock damage is studied, and the energy-based criterion for rock damage is obtained. Based on these findings, the mechanism and criterion for zonal disintegration are studied. An equivalent excavation model is proposed to obtain the releasable energy during the rock mass excavation. This releasable energy distribution in rock mass shows the elastoplastic boundary fractured with the release of the conserved energy. The zonal disintegration is thus revealed to be the circulation of this fracture along with the constant formation of the new elastoplastic boundary. Meanwhile, a sliding fracture model in polar coordinates is proposed, and the dissipated energy is calculated for the circle fracture formation. Consequently, the criterion for Zonal Disintegration Phenomenon (ZDP) is constructed according to the energy conservation law. Additionally, a formula is inferred through the criterion to determine the numbers of disintegration zones. This energy-based theory is verified as effective by applying it to an actual deep cavern where ZDP occurs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 25, 2018. =650 \0$aPharmacokinetics. =650 \0$aWerking. =700 1\$aZhang, Mingsheng,$eauthor. =700 1\$aZhang, Ning,$eauthor. =700 1\$aNiu, Xiaodong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170143.htm =LDR 02549nab a2200445 i 4500 =001 JTE20170130 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170130$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170130$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHN59.2 =082 04$a303.3/72/0973$223 =100 1\$aGilbert, P.H.,$eauthor. =245 10$aExact Analytical Durometer Hardness Scale Interconversion /$cP. H. Gilbert, A. J. Giacomin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (38 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPrevious work has related Young's modulus to durometer hardness for any standardized scale. In this paper, we build on this work to solve explicitly and exactly for the hardness in any one standardized durometer hardness scale as a function of the hardness in any other target scale. We find that when the target scale is for a flat indenter, the conversion is algebraic and straightforward. However, when the target scale is for an indenter that is not flat (conical or hemispherical), the exact explicit analytical solution requires a power series inversion, said series involving beta functions and solutions to a set of integer equations. We complete our analysis with two worked examples illustrating the use of our interconversion equations and charts. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 25, 2018. =650 \0$aSocial ethics$zUnited States. =650 \0$aSocial values$zUnited States. =650 \0$aHermeneutics. =650 \0$aAfrican Continental Ancestry Group. =700 1\$aGiacomin, A.J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170130.htm =LDR 03036nab a2200469 i 4500 =001 JTE20160510 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160510$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160510$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aNX180.S6 =082 04$a700.1/030973$223 =100 1\$aLin, Chin-Tsai,$eauthor. =245 10$aUsing the DEMATEL Method to Explore the Critical Factors That Influence Visitors to Purchase Museum Cultural Products /$cChin-Tsai Lin, Chuan Lee, Sih-Wun Wang, Yi-Hsueh Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aFor museums, creating new ways of making income involves implementing pictures, symbols, and cultural elements into cultural products. Many previous studies in marketing about the purchasing behaviors of products only focus on two categories: price and functions. While this focus may have been true in the past, the purpose of this study is to investigate the criteria that consumers use when purchasing cultural products. This study provides cultural product marketing strategies for museums. Developing a marketing strategy is a Multiple-Criteria Decision-Making (MCDM) problem. This study uses the decision-making trial and evaluation laboratory (DEMATEL) technique, which constructs the interactive relationships among the various criteria and subcriteria-including the purchasing of cultural products and building of each criterion's influential network relationship map (INRM). The results of this study provide marketing managers at museums with an idea-based understanding of how to create marketing strategies that enhance visitors' needs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 25, 2018. =650 \0$aArts and society$zUnited States. =650 \0$aCulturalindustries$zUnited States. =650 \0$aArt patronage$zUnited States. =650 \0$aGovernment aid to the arts$zUnited States. =700 1\$aWang, Sih-Wun,$eauthor. =700 1\$aLee, Chuan,$eauthor. =700 1\$aChen, Yi-Hsueh,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160510.htm =LDR 02784nab a2200445 i 4500 =001 JTE20170041 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170041$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170041$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8/5$223 =100 1\$aYin, Jian,$eauthor. =245 10$aUsing a Polymer-Based Sealant Material to Make Crack Repair of Asphalt Pavement /$cJian Yin, Qiling Pang, Hao Wu, Weimin Song. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aOne polymer-based sealant was used for crack repair in asphalt pavement. The properties of the sealant were introduced. Flexure bending tests and slant shear tests were conducted to evaluate the bonding performance of the repaired specimens at different temperatures. The results of the flexure bending test showed that there was satisfactory bonding performance between asphalt concrete and the sealant material, especially at low temperatures (0°C~5°C). The shear strengths of the repaired samples from the slant shear test were all greater than the controlled specimens, indicating that there was a sufficient bonding between the asphalt mixture and the sealant material. For the repaired specimens, brittle failure occurred at low temperatures, whereas viscoelastic failure at high temperatures occurred in the asphalt concrete substrates. Field application of the sealant showed the satisfactory bonding behavior between the sealant and the asphalt concrete substrates. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 25, 2018. =650 \0$aPolymers$xMechanical properties. =650 \0$aPavements$xAsphalt$xAdditives. =700 1\$aPang, Qiling,$eauthor. =700 1\$aWu, Hao,$eauthor. =700 1\$aSong, Weimin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170041.htm =LDR 03362nab a2200445 i 4500 =001 JTE20160516 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160516$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160516$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC903 =082 04$a551.5/253$223 =100 1\$aWu, Shenghua,$eauthor. =245 10$aCase Study :$bEvaluation of the Effect of Extraction Temperature on WMA Binder Containing Sasobit Additive /$cShenghua Wu, Weiguang Zhang, Shihui Shen, Balasingam Muhunthan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe current experimental methods for the extraction and recovery of asphalt binder from asphalt mixtures were designed for hot mix asphalt (HMA); however, it was not ascertained whether or not these methods could also be used for warm mix asphalt (WMA). There are concerns about the inability of current methods to fully extract and recover WMA additives from WMA mixtures, such as Sasobit wax, that can crystallize at room. Therefore, this study investigated the effectiveness of current HMA binder extraction methods for WMAs containing Sasobit additive. An experimental program was designed to evaluate the effect of extraction temperature. The loose mixes for HMA and Sasobit were prepared and subjected to three different aging levels (2hours, 15hours, and 5 days) and were extracted at an intermediate temperature (25°C) and an elevated temperature (80°C), respectively. Sasobit can be extracted at 80°C, which was confirmed by the results from the rheological properties test (performance grading, multiple stress creep and recovery test, and frequency sweep test) and a chemical analysis test (Fourier transform infrared spectroscopy test) for the HMA- and Sasobit-extracted binders. Four field Sasobit WMA projects further verified the feasibility of an 80°C extraction temperature for the Sasobit binder. It was also found in this study that the effect of Sasobit on the base binders became less significant after it was subjected to long-term aging in the field. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 25, 2018. =650 \0$aUpper airtemperature$xMeasurement. =650 \0$aAtmospherictemperature$xMeasurement. =700 1\$aZhang, Weiguang,$eauthor. =700 1\$aShen, Shihui,$eauthor. =700 1\$aMuhunthan, Balasingam,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160516.htm =LDR 02512nab a2200421 i 4500 =001 JTE20160640 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160640$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160640$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aND3361.R5 =082 04$a745.6/7/094209022 =100 1\$aLee, Jung-San,$eauthor. =245 10$aDNT-Based Image Illumination Refinement System with Concurrent Copyright Embedding /$cJung-San Lee, Yi-Hua Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aMedia archiving is the process of transforming a source to its digital form. This process, however, often leads to the irregular distribution of image illumination, which distorts the content of images. In this article, we propose a hybrid illumination technique based on double Niblack thresholds (DNT-based) to refine the brightness of underexposed and overexposed images, including the text image and the text-photo image. In particular, we introduce the watermarking concept to the transformation so that the improver can demonstrate the copyright of this refinement in the future. Experimental results have shown that the new method can effectively adjust the illumination to improve the quality of digital images without influencing the appended watermark. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 25, 2018. =650 \0$aIlluminationof books and manuscripts$xGothic$zEngland. =650 \0$aNarrative art$zEngland. =700 1\$aWang, Yi-Hua,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160640.htm =LDR 03170nab a2200445 i 4500 =001 JTE20170036 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170036$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170036$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA331 =082 04$a515/.75$223 =100 1\$aMahmoudi, E.,$eauthor. =245 10$aA New Class of Beta-Complementary Exponential Power Series Distributions /$cE. Mahmoudi, R. S. Meshkat, M. Entezari. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this paper, we introduce a new class of beta-complementary exponential power series distributions, which is obtained by replacing the cumulative distribution function of the complementary exponential power series distributions in the logit of a beta random variable. This new class of distributions contains some new submodels, such as beta-complementary exponential geometric, beta-complementary exponential Poisson, beta-complementary exponential binomial, beta-complementary exponential logarithmic, and complementary exponential power series distributions. A general class of distributions is presented and some various properties are obtained in this paper. We characterize the beta-complementary exponential geometric distribution as one of the most applicable distributions in this class. Some mathematical properties of the beta-complementary exponential geometric distribution are reached in terms of the corresponding properties of the complementary exponential geometric and beta exponential distributions. We present expressions for the probability density function, cumulative distribution function, moment generating function, and moments. The estimation of parameters is approached by the maximum likelihood estimation procedure, and the expected information matrix is derived. The flexibility of the distribution is illustrated in application of a real data set. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 25, 2018. =650 \0$aPowerseries. =650 \0$aMATHEMATICS$xFunctional Analysis. =650 \0$aFunctional equations. =700 1\$aEntezari, M.,$eauthor. =700 1\$aMeshkat, R.S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170036.htm =LDR 02972nab a2200433 i 4500 =001 JTE20170045 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170045$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170045$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGE197 =082 04$a363.7/0525/0973$223 =100 1\$aKawabata, Tomoya,$eauthor. =245 10$aEffect of Impact Energy in the Esso Test (Part 1: Basic Experiments and Validation of FEM Analysis) /$cTomoya Kawabata, Masahito Kaneko, Shuji Aihara. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTo enhance the integrity of manufactured steel plate structures, the arrest toughness is an important parameter and is actually required in several structural applications, e.g.,shipbuilding, tankage, and power plants, where brittle cracking occurs. Currently, the Esso test is the most popular evaluation method for arrest toughness. In the Esso test, a notch located at the top of the specimen is forced open by impact energy. Generally, it is expected that the arrest toughness may be affected by impact. However, the effect of the impact has not been considered in the evaluation methods so far. Furthermore, the impact energy is selected arbitrarily and differs depending on the test organization. Considering the current situation, it is quite important to evaluate the effect of impact on the obtained results. In the present work, in order to clarify the effect of impact on the arrest toughness evaluation, changes in the driving force at the running crack tip are examined by finite element method (FEM) analyses including impact. In particular, the fundamental behavior of the specimen due to impact and the validation of FEM analysis are investigated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 25, 2018. =650 \0$aGreen movement$zUnited States. =650 \0$aEnvironmental policies. =700 1\$aKaneko, Masahito,$eauthor. =700 1\$aAihara, Shuji,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170045.htm =LDR 02903nab a2200445 i 4500 =001 JTE20160324 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160324$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160324$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC193 =082 04$a531.382$223 =100 1\$aLi, Xiangdong,$eauthor. =245 10$aSoil Arching Effect Analysis via a Modified Finite Element Model Based on a Field Test /$cXiangdong Li, Yu Miao, Ke Cheng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSoil arching is a special physical phenomenon in piled embankments that plays a significant role in load distribution between the pile and the subsoil. A modified finite element model, in which the interaction among the embankment fill, pile, and subsoil is simulated by a series of springs, is used in this study to analyze the mechanical behavior of soil arching. The proposed model is easily implemented and time saving compared with traditional models. A field test is conducted to verify the suitability of the numerical model. Results show that the arch-shaped appearance of the maximum principal stress distribution is caused by the composition of the horizontal and vertical stresses. The stress caused by the load changes from the vertical to the horizontal directions with the increase in the embankment fill depth. Soil arching occurs after differential settlement because the height of the equal settlement plane is inconsistent with that of the critical arch height. The maximum intensity of soil arching could be determined by reasonably setting the pile spacing value. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 25, 2018. =650 \0$aElastic solids$xComputer simulation. =650 \0$aStrength of materials$xComputer simulation. =650 \0$aFiniteelementmethod. =700 1\$aMiao, Yu,$eauthor. =700 1\$aCheng, Ke,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160324.htm =LDR 03866nab a2200445 i 4500 =001 JTE20150331 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150331$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150331$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aPL3781 =082 04$a495/.4$223 =100 1\$aPham, Van Kien,$eauthor. =245 10$aEvaluating the Best Outsourcing Service Country in the Southeast Asian Region: A Fuzzy-AHP Approach /$cVan Kien Pham, Anh Tho Truong Hoang, Ha Le Thi Thanh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aOver the last two decades, the popularity of outsourcing, one of the most important elements in supply chain management, has been on the rise. Outsourcing is considered to be a key vehicle for firms to narrow their business operations and focus on core competencies. More recently, outsourcing has also been seen as a key source of innovation. Because of this phenomenon, an increasing amount of research in this field has come to aid firms in figuring out the optimal outsourcing service destinations. However, most of these studies concentrate on a specific field at the company level, therefore leaving a gap in research for a complete and comprehensive framework study. This study attempts to address this research gap by constructing an outsourcing hierarchy model with four levels. The four levels introduced in this study are the following: overall goal, criteria, sub-criteria, and alternative. Criteria would include the most important attributes, such as cost competitiveness, human resources, business environment, and government policies. Each criterion itself would be supported by several sub-criteria. With respect to these criteria, seven typical countries in the Southeast Asian region were selected to serve as alternatives. This article applied the fuzzy analytic hierarchy process approach to help decision makers identify the most important dimensions and the optimal outsourcing service country. As a result, the higher the priorities' weights, the more important the criterion or the alternative will be. In this study, cost competitiveness is the most important element, followed by human resources and business environment. The results of this study indicate that China is the best destination among seven typical outsourcing service countries. Furthermore, the rise of Vietnam, Thailand, and The Philippines is creating new choices for decision makers. This study not only enriches the existing literature but also provides readers and decision makers a comprehensive view of the given field. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 25, 2018. =650 \0$aHistorical linguistics. =650 \0$aTibeto$xBurman languages. =650 \0$aLanguage and languages. =700 1\$aHoang, Anh Tho Truong,$eauthor. =700 1\$aThanh, Ha Le Thi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150331.htm =LDR 03202nab a2200445 i 4500 =001 JTE20170252 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170252$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170252$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC607.A26 =082 04$a362.1/969792/00973$223 =100 1\$aHsu, Ming-Fu,$eauthor. =245 10$aDecision Support System for Management Decision in High-Risk Business Environment /$cMing-Fu Hsu, Chung-I Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAs a result of substantial variations in global financial markets, constructing an enterprise risk prewarning mechanism is essential. A vast amount of related studies have implemented monetary-related indicators to depict the full spectrum of an enterprise's operating performance. Merely considering monetary-related indicators is unable to produce an in-depth understanding of an enterprise. To fill this gap, the balanced scorecard (BSC), with the advantages of being able to capture both monetary and nonmonetary indicators, was introduced. Unfortunately, the BSC also has its own challenges, one of which is the lack of consideration given to risk exposure, which affects an enterprise's profit variation. Thus, this study extends the original BSC by considering risk exposure and introduces an artificial intelligence-based decision support system for management decision. The inherent decision logic embedded into neural network-based mechanisms is opaque and hard to comprehend by users. To handle the challenge, this study further incorporates fit theory with a knowledge visualization technique to handle the opaque nature of the model so as to decrease the cognitive load and mental burden. The empirical results show that the introduced model is a promising alternative for management decisions in highly fluctuating financial markets. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 25, 2018. =650 \0$aHIV infections$xChemotherapy$xSocial aspects$zUnited States$vCongresses. =650 \0$aGovernment Regulation. =650 \0$aHealth Services Accessibility. =650 \0$aPersonal Autonomy. =700 1\$aHuang, Chung-I,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170252.htm =LDR 03244nab a2200457 i 4500 =001 JTE20170025 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170025$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170025$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.85$223 =100 1\$aJiang, Yingjun,$eauthor. =245 10$aFatigue Performance of Vertical Vibration Compacted Cement-Stabilized Recycled Pavement Materials /$cYingjun Jiang, Haipeng Liu, Jinshun Xue. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCement-stabilized recycled pavement materials (CRPMs) have been increasingly used in road engineering. However, the fatigue performance of CRPMs compacted by vertical vibration compaction method (VVCM) has rarely been studied. This paper focuses on the fatigue performances of the CRPMs (including three ratios of reclaimed cement base material and reclaimed asphalt pavement materials, three contents of virgin aggregate, and two contents of cement) compacted by VVCM and its impacting factors. Then, fatigue equations were established, and tensile strength structure coefficients were obtained. Results show that the ratio of reclaimed cement base material to reclaimed asphalt pavement material obviously affects the fatigue performance of CRPMs under the same stress level. Meanwhile, the analysis of the fatigue equations indicated that when the stress level is 0.80 or 0.85, the fatigue life of CRPMs with a ratio of reclaimed cement base material to reclaimed asphalt pavement material of 7:3 is higher than that with other ratios. The fatigue life of CRPMs is appreciably improved with increased virgin aggregate content. The tensile strength structure coefficient of CRPMs is established for the pavement design. Verification results of an actual engineering project show that the value of tensile strength structure coefficient recommended in this study can effectively guide pavement structure design. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 25, 2018. =650 \0$aRecycledmaterials. =650 \0$aPerformance tests. =650 \0$aPavementlayers. =650 \0$aAggregate tests. =700 1\$aXue, Jinshun,$eauthor. =700 1\$aLiu, Haipeng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170025.htm =LDR 03212nab a2200469 i 4500 =001 JTE20160315 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160315$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160315$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS300 =082 04$a669$223 =100 1\$aKhan, Tariq M.R.,$eauthor. =245 10$aPostweld Heat Treatment Characterization of Mild Steel (E6013) Welded Areas Using Wavelet Transform of Ultrasonic Testing Signals /$cTariq M. R. Khan, Amna Maqsood, Saad A. Warraich, Saeed Khalid. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aUltrasonic testing (UT) is a widely used nondestructive testing technique. The research presented here aims to relate UT signal features to the hardness of welded mild steel material that has undergone postweld heat treatment. The weld specimens were heat treated at different temperatures to emulate different levels of postweld heat treatments in the study. Using destructive methods, the hardness of all the specimens, a mechanical property, is computed. The change in the attenuation of UT signals is related to the change in the hardness. Possible classification of the UT signals acquired from weld areas in terms of different levels of postweld heat treatment is also explored using the continuous wavelet transform (CWT) technique. The CWT technique has been applied to the raw UT signals to compute the wavelet coefficients. Different candidate wavelets are investigated to decide which wavelet offers the best discriminatory strength between UT signals acquired from the samples with postweld heat treatment of different levels. The resulting empirical relationships between hardness and UT signal features are reported in this research work. These relationships will enable the inspectors to predict the hardness of the weld specimen under test just through in situ UT. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 25, 2018. =650 \0$aSteelwork$vPeriodicals. =650 \0$aMetal-work$vPeriodicals. =650 \0$aMetal-work. =650 \0$aSteelwork. =700 1\$aMaqsood, Amna,$eauthor. =700 1\$aWarraich, Saad A.,$eauthor. =700 1\$aKhalid, Saeed,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160315.htm =LDR 03184nab a2200457 i 4500 =001 JTE20160543 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160543$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160543$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.3 =082 04$a620.11278$223 =100 1\$aZhang, Ou,$eauthor. =245 10$aNumerical Analysis of Magnetic Flux Leakage of Transverse Defects of Sucker Rod /$cOu Zhang, Xueye Wei, Shuxin Yan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSucker rods are required to operate in a very aggressive environment in the oil well industry. The combined effect of significant mechanical forces and a corrosive environment lead to frequent failures during operation. Furthermore, the detection of the defects of a sucker rod is a difficult, urgent problem to be solved in the oil industry. A solution to this situation would be quite helpful for oil field management as well as in regulating the safety management system of the sucker rod. In this paper, a nondestructive testing model of transverse defect, which is the complex crack of the sucker rod, was established using magnetic flux leakage (MFL) technique and a finite element simulation model for transverse defect was achieved using ANSYS software. Firstly, the model of single-coil magnetization and double-coil magnetization were discussed; the results demonstrated the superior performance of double-coil magnetization in comparison with single-coil magnetization. Secondly, two-dimensional MFL modeling was performed and the influence of magnetization and defect size on MFL testing were analyzed. Finally, a three-dimensional MFL model was proposed, and then the magnetic induction intensity of different liftoff values was analyzed for enhancing the detection reliability. The results showed that the MFL technique can be used to detect transverse defects in a sucker rod. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 25, 2018. =650 \0$aMagnetictesting. =650 \0$aMagnetometers. =650 \0$aStray currents. =650 \0$aMagneticflux. =700 1\$aWei, Xueye,$eauthor. =700 1\$aYan, Shuxin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160543.htm =LDR 03303nab a2200421 i 4500 =001 JTE20170056 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170056$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170056$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ163.25 =082 04$a333.7940973$223 =100 1\$aLogesh, G.,$eauthor. =245 10$aPerformance, Combustion and Emission Characteristics of CI Engine Fueled with Sweet Lime Peel Oil (Citrus Limetta) /$cG. Logesh, Venkataramanan Madhavan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aFuels derived from biomass waste are of great interest because of their availability and renewable potential. Also, the depletion of fossil fuels and the subsequent search for new alternative fuels opened up a new arena of biomass research. Sweet lime oil (SLO), which is a waste biomass left from sweet lime fruit peel (Citrus limetta) contains flammable oil. The present work focuses on testing and promoting SLO as an alternative fuel in a diesel engine. Extracted SLO is blended with diesel in various proportions; the various test fuels used are a blend of 10 % SLO with 90 % neat diesel (denoted as SLO10), a blend of 20 % SLO with 80 % neat diesel (SLO20), a blend of 40 % SLO with 60 % neat diesel (SLO40), and 100 % SLO (SLO100). Experiments were conducted using a single-cylinder, constant speed, direct injection diesel engine at different load conditions. Outcomes were compared to conventional diesel fuel throughout the load. The results indicate that SLO100 has better results than the other test blends, with 33 % brake thermal efficiency. SLO diesel blends exhibited lower carbon monoxide and hydrocarbon emissions with comparatively higher carbon dioxide emissions with respect to neat diesel fuel. Oxides of nitrogen are higher for all SLO blends, especially SLO100, compared to neat diesel. The peak cylinder pressure for SLO100 and the peak heat-release rate for SLO10 is greater than that of other test fuels. It was concluded that SLO100 can be used in a direct injection diesel engine without any engine modifications. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 25, 2018. =650 \0$aPower resources. =650 \0$aRenewable energy sources. =700 1\$aMadhavan, Venkataramanan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170056.htm =LDR 03219nab a2200457 i 4500 =001 JTE20170148 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170148$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170148$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD9685.U5 =082 04$a333.7932097$223 =100 1\$aGovindasamy, P.,$eauthor. =245 10$aImplementation of PV System Integrated DSTATCOM with Modified UVT Control Scheme for Harmonic andNeutral Current Elimination /$cP. Govindasamy, R. Anita. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe interconnection of renewable energy sources into the utility grid gives lot of issues. The important issues faced by the systems are synchronized with the utility grid, power quality, and others. The distribution static compensator (DSTATCOM) is the efficient custom power device that can resolve the power quality problems in the distribution system and interconnect the Photovoltaic (PV) system into the utility grid. The Second Order Generalized Integrator (SOGI) Phase Locked Loop (PLL)-based Unit Vector Template (UVT) control scheme is employed for extraction of reference current to generate gating signals of DSTATCOM. The proposed control algorithm is employed for compensation of current harmonics, reactive power, and voltage interruption. The dc link storage capacitor of the DSTATCOM is utilized to interconnect the PV system into the utility grid, and it is controlled by the UVT-based controller. The PV-supported DSTATCOM provides uninterrupted active and reactive power compensation when disturbances occur in the distribution system. The simulation and experimental results confirm that the proposed DSTATCOM results in purely sinusoidal grid currents with the Total Harmonic Distortion level about 1.28 %, which enhances the power quality of the interconnected PV system. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 25, 2018. =650 \0$aElectric utilities. =650 \0$aRenewable energy sources. =650 \0$aElectric power-plants$xDecentralization. =650 \0$aElectric power-plants$xEfficiency. =650 \0$aElectric power-plants$xEnvironmental aspects. =700 1\$aAnita, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170148.htm =LDR 03540nab a2200457 i 4500 =001 JTE20160656 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160656$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160656$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7871.15.C4 =082 04$a537/.2446$223 =100 1\$aPei, Zhichao,$eauthor. =245 10$aA Design of an Instrument Based on a Piezoelectric Actuator to Study the Force Output of Piezoelectric Ceramic /$cZhichao Pei, Weibin Rong, Lefeng Wang, Shupeng Wang, Lining Sun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe conventional methods to measure the force output of piezoelectric ceramic are imprecise. This article proposes an instrument based on a piezoelectric actuator to study the force output of piezoelectric ceramic. This instrument mainly consists of a flexible hinge structure based on a piezoelectric actuator, a pair of support structures, and a precise signal test system. A method including a displacement control system is newly introduced. A corresponding mechanical structure is designed to test its performance. Additionally, the physical structures and functional principles of the device are strictly discussed, and the effects of the lean of piezo-slices on the device are also theoretically analyzed. The maximum motion resolution of the device was 30 nm, and the maximum force capacity of the device was 76.4 N. A series of experiments have been done to verify the device could meet the needs of precise positioning with a high resolution and a large load capacity. The relationships between the force output and displacement of piezoelectric stacks and the rectangle of piezoelectric ceramic slices are elucidated. Additionally, the curves of voltage and the maximum force output are presented, accompanied by the uncertainty and error analyses. The experimental results indicate that the force outputs can be precisely measured through the proposed instrument. In comparison with the conventional method, the new instrument measures the maximum force output much more directly and efficiently and obtains the plots of force output-displacement and force output-voltage. To sum up, the new device works more simply and precisely. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 25, 2018. =650 \0$aPiezoelectricceramics. =650 \0$aPiezoelectricdevices. =700 1\$aRong, Weibin,$eauthor. =700 1\$aWang, Lefeng,$eauthor. =700 1\$aWang, Shupeng,$eauthor. =700 1\$aSun, Lining,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160656.htm =LDR 03859nab a2200481 i 4500 =001 JTE20160487 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160487$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160487$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669.96142$223 =100 1\$aRajagopal, Ranjitha,$eauthor. =245 10$aAssessment of Stress-Strain Behavior of Corroded Steel Reinforcement Using Digital Image Correlation (DIC) /$cRanjitha Rajagopal, Sameer Sharma, Radhakrishna G. Pillai, Sankara J. Subramanian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aUnderstanding the stress-strain behavior of corroded rebars is essential for understanding the structural behavior of corroding reinforced concrete structures. However, conventional methods of testing have several drawbacks, which have led to differences in opinion among researchers regarding the mechanical behavior of corroded rebars. This article proposes an improved method using Digital Image Correlation (DIC) to assess the stress-strain behavior of corroded rebars. The study is conducted in two phases: (a) development of the testing and evaluation method and (b) determination of the mechanical properties (i.e., yield strength, ultimate strength, and ultimate strain) of naturally corroded cold-twisted deformed (CTD) steel rebars using the developed method. The stress-strain behavior of one pristine plain mild (PM) steel and 13 naturally corroded steel rebars collected from a 15-year-old building are investigated in this study. The experimental results show that the proposed method can provide more accurate estimates of mechanical properties than the conventional methods. The developed method facilitates a better understanding of the stress-strain behavior at the fracture location (FL) and other local points of interest on corroded steel rebars. Because DIC measures local strains, the proposed method is able to measure local strain heterogeneity and therefore distinguish between the effects of geometrical variations from those due to true material degradation. This is in contrast to the conventional methods wherein deformation is measured over a finite gauge length, which results in a measurement of average deformation rather than true local deformation. This study emphasizes the need for measurement of full-field deformation to assess the stress-strain behavior of the corroded rebars with highly uneven cross-sectional area. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 25, 2018. =650 \0$aSteel. =650 \0$aSteel$xMetallography. =650 \0$aSteel$xMetallurgy. =650 \0$aSteel$xMechanical properties. =650 \0$aPhysical metallurgy. =700 1\$aSharma, Sameer,$eauthor. =700 1\$aPillai, Radhakrishna G.,$eauthor. =700 1\$aSubramanian, Sankara J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160487.htm =LDR 03122nab a2200457 i 4500 =001 JTE20160667 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160667$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160667$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA780 =082 04$a624.154$223 =100 1\$aHashemian, Leila,$eauthor. =245 10$aField Evaluation of Load-Bearing Capacity of Tire Fill Embankment Pavements /$cLeila Hashemian, Alireza Bayat. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTire-derived aggregates (TDAs) are produced by shredding scrap tires. These materials have desirable engineering properties and can be appropriately used in pavement embankment fills. Several pavements have been constructed using TDA fill embankment; however, the seasonal performance of the pavements composed of these materials has not been widely investigated., This study investigates seasonal changes in load-bearing capacity of tire-filled embankment pavements after two years of construction in comparison to conventional pavement in a test road in Edmonton, Alberta, Canada. Three sections were constructed using different TDA materials, including passenger and light-truck tires (PLTT), off-the-road (OTR) tire particles, and a mix of PLTT and local subgrade soil, which was placed adjacent to a conventional section that acted as a control section. Falling weight deflectometer (FWD) tests were conducted in different seasons, and the back-calculation results revealed that although the subgrade of the TDA sections showed higher deflection and a lower resilient modulus compared with the control section, the load-bearing capacity of the TDA sections was greater than that for the control section. The section constructed using a mix of TDA material and soil showed almost the same performance as the control section. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 25, 2018. =650 \0$aPiling (Civil engineering) =650 \0$aCrushed stone. =650 \0$aBitumen. =650 \0$aPavements. =650 \0$aRecycled materials. =700 1\$aBayat, Alireza,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160667.htm =LDR 02761nab a2200433 i 4500 =001 JTE20160333 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160333$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160333$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ181 =082 04$a621.8$223 =100 1\$aSwaminathan, Prashanth,$eauthor. =245 10$aNovel Spring-Loaded Wear Test Rig to Test the Material Life of Probes Used in the Ingenious Six-Window Gauging System /$cPrashanth Swaminathan, Gopalakrishna Keshavanarayana. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aConstant-velocity (CV) joints are transmission joints used in steering sub-assemblies. This component resembles a segment of a hollow sphere with six equally spaced windows of the same size cut around its periphery. The six-window gauge is used to check oversized windows in the CV joint. It contains six probes, each of which examines simultaneously the oversized windows in the component. The probe used in checking is constantly subjected to wear because of spring-loaded stress exerted on it while checking. An automated test rig has been developed to simulate the application to identify the best material for the probe used in the checking zone. Several probe materials were tested in the test rig, and the best material was chosen. This finding can pave the way for an optimized gauging system that fits a production line well. The test rig was designed specifically to select the best probe material to be used on the gauging system. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 25, 2018. =650 \0$aMechanical movements. =650 \0$aMechanical engineering. =650 \0$aMachinery. =700 1\$aKeshavanarayana, Gopalakrishna,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160333.htm =LDR 03129nab a2200445 i 4500 =001 JTE20160319 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160319$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160319$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a620.137$223 =100 1\$aXue, Hengxiao,$eauthor. =245 10$aCohesive Property Evaluation of Crack Sealants Using a Low-Temperature Tensile Tester /$cHengxiao Xue, Liping Cao, Xiangchen Hou, Yiqiu Tan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis paper presents a new test method that was developed to evaluate the cohesive properties of crack sealants at low temperatures. The low-temperature tensile tester (LTTT) used in this test method was self-developed as a result of field-investigation experiences. Field investigations of crack expansion were conducted in four climate regions in Heilongjiang Province, China, to understand the actual working environment. The LTTT, highly efficient and equipped with a wide measurement range, was then developed. The cohesive specimen is dog-bone shaped and 24 x 24mm in width and thickness, a size selected based on the test results of various specimen dimensions. The optimal elongation rate was 100mm/h, and displacement-at-failure emerged as the evaluation index, having been derived from the analysis of test results at various temperatures and elongation rates. According to the results of field investigation, the threshold values of displacement-at-failure were 84, 60, 36, and 28.8mm, from the lowest to the highest temperature region. The cohesive properties of six types of sealant were assessed on the threshold-evaluation values of the various regions. This test method can effectively differentiate the cohesive properties of various sealants and can be applied in a diversity of climate regions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 25, 2018. =650 \0$aConcrete$xCracking. =650 \0$aReinforced concrete$xCracking. =700 1\$aCao, Liping,$eauthor. =700 1\$aHou, Xiangchen,$eauthor. =700 1\$aTan, Yiqiu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160319.htm =LDR 02727nab a2200445 i 4500 =001 JTE20160646 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160646$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160646$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD257.7 =082 04$a661.8$223 =100 1\$aChen, Bao,$eauthor. =245 10$aDetermination of the Thermal Conductivity Tensor of Thermally Orthotropic Materials with Transient Line Heat Source Method /$cBao Chen, Yiyi Huang, Kang Zhang, Yujun Cui. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe transient line heat source (LHS) method is an effective method for thermal conductivity measurement. In this paper, the LHS method was extended to measuring thermally orthotropic materials based on the theory of heat conduction in orthotropic media. A new method of determining the thermal conductivity tensor of thermally orthotropic materials using the thermal-conductivity-probe (TCP) thermal properties analyzer (LHS method) was proposed. This method was validated by comparing with the guarded hot-plate (GHP) method, based on the results from a test on cherrywood specimens. It appears that the proposed method is able to swiftly determine the thermal conductivity tensor of thermally orthotropic materials. Satisfactory measurements can be obtained if the specimen-needle system under each of the three single measurements is close enough to its corresponding idealized physical system. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 25, 2018. =650 \0$aOrganic compounds. =650 \0$aThermal conductivity. =700 1\$aHuang, Yiyi,$eauthor. =700 1\$aZhang, Kang,$eauthor. =700 1\$aCui, Yujun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160646.htm =LDR 03761nab a2200469 i 4500 =001 JTE20170248 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170248$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170248$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8/5$223 =100 1\$aMannan, Umme Amina,$eauthor. =245 10$aEvaluating the Effect of High RAP Content on Asphalt Mixtures and Binders Fatigue Behavior /$cUmme Amina Mannan, Hasan M. Faisal, Md Mehedi Hasan, Rafiqul A. Tarefder. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aOne of the main concerns with the application of reclaimed asphalt pavement (RAP) in the asphalt concrete pavement is fatigue cracking due to the stiffness increase with the addition of aged and stiff RAP binder. The purpose of this study is to evaluate fatigue performance of asphalt binder and mixtures with different RAP percentages (0, 15, 25, 35 and 40 %). Among these, 35 and 40 % RAP mixes are considered as high RAP content. This study describes the results of laboratory fatigue response of asphalt mixtures and extracted binders containing RAP to define the effect of RAP on the fatigue performance. To achieve this objective, mixes and binders were tested using the beam fatigue test and the time-sweep test, respectively. Test results were analyzed using two different fatigue approaches, reduction in stiffness and dissipated energy criteria. Results showed that a higher initial stiffness and initial dissipated energy initiate the fatigue failure faster. Since both binders and mixes show an increase in the stiffness and energy consumed per loading cycle with the addition of RAP, resulting mixes containing higher RAP have a very short fatigue life. Also, the fatigue endurance limit decreases drastically with the addition of RAP in the mix. The results comparing two different RAP sources showed that the RAP source has more prominent effect on the mix fatigue performance than the binder fatigue performance. Finally, the traditional fatigue life prediction model is modified to incorporate the effect of RAP in the fatigue equation. The modified regression model predicted reasonable fatigue life of the mixture with a coefficient of determination (R2) close to 1. The measured and predicted fatigue life results were found close to each other for both mix and binder containing RAP. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 25, 2018. =650 \0$aAsphalt emulsion mixtures. =650 \0$aAsphalt$xTesting. =650 \0$aPavements, Asphalt$xTesting. =650 \0$aPavements, Asphalt concrete$xTesting. =700 1\$aHasan, Md Mehedi,$eauthor. =700 1\$aFaisal, Hasan M.,$eauthor. =700 1\$aTarefder, Rafiqul A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170248.htm =LDR 02852nab a2200445 i 4500 =001 JTE20170170 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170170$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170170$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS236 =082 04$a621.72$223 =100 1\$aCheng, Wen-Chieh,$eauthor. =245 10$aModeling of Permeation and Fracturing Grouting in Sand :$bLaboratory Investigations /$cWen-Chieh Cheng, James C. Ni, Jack S. Shen, Zhi-Feng Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aFor museums, creating new ways of making income involves implementing pictures, symbols, and cultural elements into cultural products. Many previous studies in marketing about the purchasing behaviors of products only focus on two categories: price and functions. While this focus may have been true in the past, the purpose of this study is to investigate the criteria that consumers use when purchasing cultural products. This study provides cultural product marketing strategies for museums. Developing a marketing strategy is a Multiple-Criteria Decision-Making (MCDM) problem. This study uses the decision-making trial and evaluation laboratory (DEMATEL) technique, which constructs the interactive relationships among the various criteria and subcriteria-including the purchasing of cultural products and building of each criterion's influential network relationship map (INRM). The results of this study provide marketing managers at museums with an idea-based understanding of how to create marketing strategies that enhance visitors' needs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 25, 2018. =650 \0$aSand. =650 \0$aFoundry$xTesting. =700 1\$aNi, James C.,$eauthor. =700 1\$aShen, Jack S.,$eauthor. =700 1\$aWang, Zhi-Feng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170170.htm =LDR 02861nab a2200445 i 4500 =001 JTE20160617 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160617$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160617$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA805 =082 04$a624.193$223 =100 1\$aSharghi, Mohammad,$eauthor. =245 10$aAn Experimental Study of the Performance of Two-Component Backfilling Grout Used behind the Segmental Lining of a Tunnel-Boring Machine /$cMohammad Sharghi, Hamid Chakeri, Hassan Afshin, Yilmaz Ozcelik. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aOne polymer-based sealant was used for crack repair in asphalt pavement. The properties of the sealant were introduced. Flexure bending tests and slant shear tests were conducted to evaluate the bonding performance of the repaired specimens at different temperatures. The results of the flexure bending test showed that there was satisfactory bonding performance between asphalt concrete and the sealant material, especially at low temperatures (0°C~5°C). The shear strengths of the repaired samples from the slant shear test were all greater than the controlled specimens, indicating that there was a sufficient bonding between the asphalt mixture and the sealant material. For the repaired specimens, brittle failure occurred at low temperatures, whereas viscoelastic failure at high temperatures occurred in the asphalt concrete substrates. Field application of the sealant showed the satisfactory bonding behavior between the sealant and the asphalt concrete substrates. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 25, 2018. =650 \0$aTunneling. =650 \0$aTunnels$xDesign and construction. =700 1\$aChakeri, Hamid,$eauthor. =700 1\$aAfshin, Hassan,$eauthor. =700 1\$aOzcelik, Yilmaz,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160617.htm =LDR 03361nab a2200433 i 4500 =001 JTE20160616 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160616$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160616$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE273 =082 04$a625.85$223 =100 1\$aRan, Mao-ping,$eauthor. =245 10$aEvaluation of Segregation in Asphalt Pavement Surface Using Concave Multifractal Distribution /$cMao-ping Ran, Shenqing Xiao, Xing-lin Zhou, Wang-xin Xiao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aOne of the significant aspects of permeation grouting is the prevention of soil fracturing during construction. In this study, a newly designed laboratory apparatus including an overburden pressure modelling system, grouting chamber, grout injection control system, back-pressure monitoring system, and high-efficiency grout mixer is developed. A wet-raining method is adopted to prepare two 45-cm-diameter, 50-cm-high, poorly graded sandy soil specimens. A bleeding test is first conducted to select a cement-bentonite mixture with minimal bleeding. A series of both water injection tests and grout injection tests are carried out to investigate the threshold seepage velocity, the fracture initiation pressure, and the factors affecting the fracture initiation pressure, using a plot of injection pressure (p) against injection rate (q). In the water injection test series, tests are repeated at two effective overburden pressures, 49kN/m2and 98kN/m2, and in the grout injection test series, tests are carried out at an effective overburden pressure of 98kN/m2. The initial orientation of the fractures and their subsequent development are mapped and discussed. In the future, the fracture initiation pressure and the threshold seepage velocity can be evaluated by reference to thep-qcurve suggested in this paper using a series of modelledp-qcurves for different overburden pressures. Prior to field permeation grouting work, trial grouting is deemed necessary to verify the correctness of the obtained laboratory results, in order to prevent hydrofracturing of the soil. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 25, 2018. =650 \0$aAsphalt pavers. =700 1\$aXiao, Shenqing,$eauthor. =700 1\$aZhou, Xing-lin,$eauthor. =700 1\$aXiao, Wang-xin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160616.htm =LDR 03039nab a2200493 i 4500 =001 JTE20170068 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170068$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170068$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN26 =082 04$a671.83$223 =100 1\$aAngeles-Herrera, D.,$eauthor. =245 10$aFracture-Toughness and Fatigue Crack Growth Evaluation in the Transversal Direction of the Longitudinal Weld of an API X52 Steel Pipeline /$cD. Angeles-Herrera, A. Albiter, R. Cuamatzi-Meléndez, G. Terán, Gilberto Ochoa-Ruiz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this paper, the fracture-toughness and fatigue crack growth rates of the deposited seam weld on the longitudinal pipeline API 5L X52 were evaluated. The study was performed with nonstandard curved specimens, which were machined in the transversal direction of the seam weld with a crack-initiating notch aligned perpendicular to the direction of the deposited seam weld metal. The fractographic analysis showed that the low fracture-toughness of the weld can be attributed to the the existence of elements capable of nucleating brittle fracture and the fact that the intrinsic porosity in the transversal direction provided a favorable crack path for separating the fracture plane, resulting in low fracture-toughness values. Finally, the resistance decrease with respect to the fatigue crack growth was attributed to the small grain size because of the effect of roughness-induced crack closure as well as the interaction of the crack and the inherent porosity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 25, 2018. =650 \0$aSteel$xStress corrosion. =650 \0$aSteel$xTesting. =650 \0$aMetals$xCorrosion fatigue. =650 \0$aPipe, Steel$xCorrosion. =650 \0$aPipelines$xCorrosion. =700 1\$aAlbiter, A.,$eauthor. =700 1\$aCuamatzi-Meléndez, R.,$eauthor. =700 1\$aTerán, G.,$eauthor. =700 1\$aOchoa-Ruiz, Gilberto,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170068.htm =LDR 03104nab a2200445 i 4500 =001 JTE20170010 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170010$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170010$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a625.85$223 =100 1\$aChen, Jun,$eauthor. =245 10$aEvaluation of Asphalt Effect on Water Quality Using Leaching Test and Molecular Simulation /$cJun Chen, Hao Wang, Jiantao Wu, Guangji Xu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe contact of water and asphalt in roadway pavement can lead to the leaching of components from asphalt and cause water contamination. In order to study influencing factors affecting water contamination caused by asphalt materials, leaching tests were performed on asphalt mixture specimens with different mix designs. Chemical oxygen demand (COD), pH value, and total hardness are used to evaluate the leachability of asphalt mixture. The thin film leaching tests were carried out using a self-developed pressurized device. The effects of asphalt type, pH value of water, and submersion time on the concentration of ten metal ions leached from asphalt film were investigated. Finally, molecular dynamics simulations were performed to investigate the molecular diffusion between asphalt components and water. Results indicate that the concentration of metallic elements was affected by the pH value of water and submersion time. Compared with aged and SBS (Styrene-Butadiene-Styrene)-modified asphalt, virgin asphalt has the higher leaching potential for water contamination. The light fractions of aromatic and saturate molecules are more likely to diffuse at high temperature and high pressure. The study results can help better understand the environmental impact of asphalt in the framework of life-cycle assessment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 25, 2018. =650 \0$aAsphalt. =650 \0$aAsphalt$xTesting. =700 1\$aWang, Hao,$eauthor. =700 1\$aWu, Jiantao,$eauthor. =700 1\$aXu, Guangji,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170010.htm =LDR 02763nab a2200421 i 4500 =001 JTE20160551 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160551$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160551$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ325.5 =082 04$a006.31$223 =100 1\$aShi, Weiya,$eauthor. =245 10$aIterative Kernel Principal Component for Large-Scale Data Set /$cWeiya Shi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aKernel principal component analysis (KPCA) is a popular nonlinear feature extraction method that uses eigendecomposition techniques to extract the principal components in the feature space. Most of the existing approaches are not feasible for analyzing large-scale data sets because of extensive storage needs and computation costs. To overcome these disadvantages, an efficient iterative method for computing kernel principal components is proposed. First, the power iteration is used to compute the first eigenvalue and the corresponding eigenvector. Then Schur-Weilandt deflation is repeatedly applied to obtain other higher order eigenvectors. No computation and storage of the kernel matrix is involved in this procedure. Instead, each row of the kernel matrix is calculated sequentially through the iterations. Thus, the kernel principal components can be computed without relying on the traditional eigendecomposition. The space complexity of the proposed method isO(m), and the time complexity is also greatly reduced. We illustrate the effectiveness of our approach through a series of real data experiments. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 25, 2018. =650 \0$aMachine learning. =650 \0$aAlgorithms. =650 \0$aKernel functions. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160551.htm =LDR 03747nab a2200445 i 4500 =001 JTE20160512 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160512$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160512$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL260 =082 04$a629.2450288$223 =100 1\$aZhao, Li-Hui,$eauthor. =245 10$aDevelopment of Accelerated Durability Tests for Rear Suspension Components under Failure-Correlated Load /$cLi-Hui Zhao, Jia-Wei Yu, Tie Chen, Jun Li, Song-Lin Zheng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aValidation tests are essential for assuring the durability of automotive structures and components. The sporadic nature of mechanical failure requires that durability testing be accelerated to reduce the test time while faithfully replicating the characteristic fatigue damage and failure modes obtained during service. This paper develops accelerated durability tests for the torsion beam axle of a rear suspension under failure-correlated load, where a particular loading input is highly correlated with a characteristic fatigue failure mode and therefore dominates the fatigue damage obtained at a failure location. This study involves several steps. First, the load histories, i.e., the wheel loads and strains at critical regions, are measured on a proving ground. Second, failure locations are identified by critical plane and biaxial ratio analyses of the strain histories and local strain states on the axle. Then, the failure-correlated load is identified by determining the correlation between the absolute maximum principal strain at the failure locations and the corresponding full-wheel loads recorded in the measured load histories. Finally, two accelerated load spectra based on the identified failure-correlated load are developed in either the time domain or the amplitude domain, and the results of the accelerated durability tests are compared with those obtained for durability tests conducted under full-wheel loading. The results show that the failure locations and fatigue lifetimes obtained using the accelerated load spectra coincide with those obtained under full-wheel load conditions, and acceleration factors between 1.75 and 2.85 were observed using the two developed spectra. The proposed methodology is expected to contribute to the development of accelerated durability tests of automotive structures and components subjected to complex multiexternal loads. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 25, 2018. =650 \0$aAutomobiles$xAxles$xMaintenance and repair. =700 1\$aYu, Jia-Wei,$eauthor. =700 1\$aChen, Tie,$eauthor. =700 1\$aLi, Jun,$eauthor. =700 1\$aZheng, Song-Lin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160512.htm =LDR 02478nab a2200457 i 4500 =001 JTE20160650 =003 IN-ChSCO =005 20181025061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 181025s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160650$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160650$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA169 =082 04$a620/.00452/0727$223 =100 1\$aNadarajah, S.,$eauthor. =245 10$aEstimation of the Stress Strength Parameter for the Generalized Exponential-Poisson Distribution /$cS. Nadarajah, S. F. Bagheri, M. Alizadeh, E. Bahrami Samani. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWe propose inference of the stress strength parameter,R=P(Y10 g, which can be used as an important evaluation index of rock brittleness; and (5) the higher the fractal dimension is, the easier the rock fragmentates or fails. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 25, 2018. =650 \0$aCoal-mining machinery$xTesting. =650 \0$aMines and mineral resources. =650 \0$aGeography. =650 \0$aSoil conservation. =700 1\$aWu, Yu,$eauthor. =700 1\$aLu, Liangliang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 4 Special Section on Sustainable Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160491.htm =LDR 03282nab a2200409 i 4500 =001 JTE20170088 =003 IN-ChSCO =005 20180925061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 180925s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170088$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170088$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA780 =082 04$a624.154$223 =100 1\$aKang, Gi-Chun,$eauthor. =245 10$aBehavioral Characteristics of Group Batter Piles According to Pile Inclination and Action Direction under Statically Lateral Loads /$cGi-Chun Kang, Jiseong Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPile foundations are designed by vertical piles; however, sometimes batter piles are considered because of their bending rigidity. In general, batter piles are known to have more lateral resistance than the vertical piles, but limited research has been conducted on them because of application limitations and the fact that interpreting construction equipment is difficult. Additionally, field application cases are rarely used for off-shore plants in which lateral loads have a great effect on the foundations of wind power structures. In a single pile, the interaction behavior of a subgrade-pile is so complicated that accurate predictions are impossible. This study is designed to aid in understanding the behavioral characteristics of group batter piles on which a lateral load acts through a model test. The experiments were conducted with 22 single batter piles and 48 group batter piles, and the results showed that the lateral resistance increased as the tilt angle rose. Furthermore, the lateral resistance was at its peak when the lateral loading angle was 60°, and the resistance of the front pile was greater than that of the rear pile. The bending moment, according to the angle of tilt, changed as the group of piles generally increased and as the angle of tilt rose for both the front and rear piles. The action position of the maximum bending moment tends to go up toward the upper part of the piles as the angle of tilt rises for the front and rear piles. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 25, 2018. =650 \0$aPiling (Civil engineering)$xTesting. =700 1\$aKim, Jiseong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 4 Special Section on Sustainable Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170088.htm =LDR 02920nab a2200445 i 4500 =001 JTE20160383 =003 IN-ChSCO =005 20180925061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 180925s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160383$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160383$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a639.9/7573$223 =100 1\$aTayebali, Akhtarhusein A.,$eauthor. =245 10$aAn Innovative Method for Interpretation of Asphalt Boil Test /$cAkhtarhusein A. Tayebali, Abhilash Kusam, Christopher Bacchi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this study, an innovative method is presented to interpret a visually subjective test method related to the compatibility of asphalt and aggregate to moisture damage. This methodology measures the loss of adhesion between asphalt and aggregate using a colorimeter device. Visual test methods have been considered as subjective tests for the past seven or more decades, but with the advancement of technology and, in particular, the use of colorimeter devices, the results of these tests can now be interpreted in a quantitative manner. Although not shown in this particular study, this approach should be applicable to all visually subjective and even mechanistic or semimechanistic test methods that are used to evaluate asphalt mixtures' susceptibility to moisture damage. The application of this approach has immense potential for other fields in asphalt technology such as tack coat curing-breaking time and visual survey of oxidation of asphalt concrete pavements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 25, 2018. =650 \0$aPavements,Asphaltconcrete$xTesting. =650 \0$aPavements,Asphaltconcrete$xMaintenance and repair. =650 \0$aPavements$xAlabama$xTesting. =700 1\$aKusam, Abhilash,$eauthor. =700 1\$aBacchi, Christopher,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 4 Special Section on Sustainable Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160383.htm =LDR 03410nab a2200433 i 4500 =001 JTE20160659 =003 IN-ChSCO =005 20180925061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 180925s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160659$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160659$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA465 =082 04$a620.17$223 =100 1\$aHou, Hongli,$eauthor. =245 10$aTheoretical Prediction of Forming Limit Diagrams for B1500HS Steel at Elevated Temperature Based on Modified Arrhenius and M-K Models /$cHongli Hou, Huiping Li, Lianfang He. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aBoron steel B1500HS deforms at elevated temperature under the complete austenite state, and it accords with the 0-angle necking type, irrespective of the strain state on the left- or right-hand side of the forming limit diagram (FLD), which is in accordance with the M-K simplified model. However, the constitutive equation significantly affects the prediction of the FLD of the sheet metal. In this study, the modified Arrhenius model, including the deformation activation energy and the deformation temperature, describing the hot deformation of the sample with austenitic microstructure combined with the Logan-Hosford yield criterion and the Von Mises yield criterion, was used to predict the forming limits of boron steel B1500HS. The theoretical calculation of the forming limits for B1500HS steel at elevated temperature and under different conditions was carried out, and the FLD predicted by the theoretical calculation was found to be in good agreement with the experimental results. It was concluded that with decrease in the initial inhomogeneity of the material, the hot forming limit curves for B1500HS steel at elevated temperature decreased, and the initial inhomogeneity coefficient f0 = 0.997 was better for the accurate prediction of the hot forming limits of boron steel. With increasing forming temperature, the forming limit curves calculated for B1500HS steel at elevated temperature increased. With increasing mean strain rate, the forming limit curves of B1500HS steel at elevated temperature increased slightly. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 25, 2018. =650 \0$aSteel$xMetallography. =650 \0$aSteel$xTesting. =700 1\$aLi, Huiping,$eauthor. =700 1\$aHe, Lianfang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 4 Special Section on Sustainable Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160659.htm =LDR 02726nab a2200457 i 4500 =001 JTE20160477 =003 IN-ChSCO =005 20180925061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 180925s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160477$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160477$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ184 =082 04$a671.3$223 =100 1\$aUzun, Mahir,$eauthor. =245 10$aPitting Formation in Concave-Convex Gears Manufactured from AISI 8620 Steel /$cMahir Uzun, Mehmet Mehdi Münis, Hayrettin Düzcükoglu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this study, the pitting formation of the tooth flank of concave-convex involute gears was investigated. The gears were manufactured from AISI 8620 steel with computer numerical control (CNC) machining and subjected to a cementation hardening process because they could not be produced using traditional methods. The results of the experimental studies with these gears were compared to those obtained with spur gears. As a result of this comparison, and because the pitch line of spur gears is less than the pitch line of concave-convex gears with exactly the same dimensions, the maximum Hertz stress formed in the pitch point of concave-convex gears is found to be less than that formed in the pitch point of spur gears. Therefore, the formation of pitting in concave-convex gears is quite delayed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 25, 2018. =650 \0$aGearing. =650 \0$aGearing$xManufacture. =650 \0$aMachining. =650 \0$aGearing$xDesign and construction. =700 1\$aMünis, Mehmet Mehdi,$eauthor. =700 1\$aDüzcükoglu, Hayrettin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 4 Special Section on Sustainable Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160477.htm =LDR 03161nab a2200445 i 4500 =001 JTE20160181 =003 IN-ChSCO =005 20180925061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 180925s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160181$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160181$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1 =082 04$a621.313$223 =100 1\$aLee, Chang Hoon,$eauthor. =245 10$aRelationship between Computed Rate Constants and the Variability in Maturity-Based Strength Predictions /$cChang Hoon Lee, Kenneth C. Hover. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aASTM C1074-11, Standard Practice for Estimating Concrete Strength by the Maturity Method, provides instructions for applying the Nurse-Saul and Freiesleben-Hansen Pedersen maturity methods, including ways to obtain the key parameters of datum temperature (T0) or the Arrhenius activation energy (Ea). Default values are provided along with three alternative computational methods for determining a mixture-specific value of T0 or Ea from experimental data, as detailed in C1074-11 Annex A1. This paper demonstrates via examples that the accuracy of the resulting strength estimates can vary considerably depending on which of the three alternatives is selected, potentially masking the more intrinsic variability of these parameters as influenced by composition or temperature. One source of this observed variability is the statistical bias known to characterize the "double reciprocal linearization" regression technique, which is utilized in two of the three ASTM methods. While recommending the deletion of these statistically biased estimators, the authors support the more rigorous nonlinear regression method (A1.1.8.1) as well as simpler functional forms; they affirm the reasonableness of the ASTM default values for T0 and Ea. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 25, 2018. =650 \0$aElectric machinery$xCooling. =650 \0$aHeat$xTransmission. =650 \0$aElectric machinery$xFluid dynamics. =650 \0$aElectric machinery$xThermodynamics. =700 1\$aHover, Kenneth C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 4 Special Section on Sustainable Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160181.htm =LDR 02681nab a2200409 i 4500 =001 JTE20170645 =003 IN-ChSCO =005 20180925061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 180925s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170645$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170645$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA780 =082 04$a624.154$223 =100 1\$aTrujillo Pasquale, Basso,$eauthor. =245 10$aAlternative Setup Apparatus to Test ASTM A944-10 Beam-End Specimens /$cBasso Trujillo Pasquale, René Malo, Marc Jolin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$a"The setup apparatus described in ASTM A944-10, Standard Test Method for Comparing Bond Strength of Steel Reinforcing Bars to Concrete Using Beam-End Specimens, is designed to apply the load horizontally with respect to the laboratory floor. However, many civil engineering laboratories currently use (or have access to) rigid testing frames designed to apply the load vertically. Thus, a setup apparatus adapted to the current frames in use and alternate to the one described in ASTM A944-10 was developed and is thus presented. Following a brief review of the major characteristics of a typical ASTM A944-10 beam-end specimen, the proposed setup apparatus and the procedure to mount and test the specimen are described. Thereafter, the results of three groups of specimens having three replicas each are presented and are followed by a discussion on how to interpret and analyze the information obtained from the test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 25, 2018. =700 1\$aMalo, René,$eauthor. =700 1\$aJolin, Marc,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 4 Special Section on Sustainable Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170645.htm =LDR 03387nab a2200469 i 4500 =001 JTE20170122 =003 IN-ChSCO =005 20180925061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 180925s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170122$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170122$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA705 =082 04$a624.151$223 =100 1\$aShashank, B. S.,$eauthor. =245 10$aGuidance for Investigating Calcite Precipitation by Urea Hydrolysis for Geomaterials /$cB. S. Shashank, James M. Minto, Devendra Narain Singh, Gráinne El Mountassir, Charles W. Knapp. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aMicrobially induced calcite precipitation (MICP) is a sustainable method of stabilizing (i.e., cementing) loose sandy deposits or creating an impervious barrier within the soil mass or both. MICP can occur through various biochemical pathways, and 'Urea Hydrolysis' (UH) is considered to be the most efficient of the MICP methods for biochemically inducing calcite precipitation. To date, the geotechnical engineering community that has investigated MICP has tended to focus on the hydromechanical behavior of the end product, i.e., MICP cemented sands; however, many biochemical factors that affect reaction-rate kinetics and MICP outcomes have been understudied or neglected. This study investigates the kinetics of UH and compares different sources of the urease enzyme-those microbially cultivated in the laboratory (i.e., Sporosarcina pasteurii) and those extracted from plants (i.e., Jack bean meal)-to investigate the influence of urea concentration, buffer capacity, and the cell harvesting method on UH. Through this study, an attempt has been made to arrive at an optimal concentration of urea, under the influence of the previously mentioned parameters and the buffering action of the soil, on urea hydrolysis. These results have implications for optimizing MICP and, in particular, for upscaling these methods to in situ applications. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed September 25, 2018. =650 \0$aEngineering geology. =650 \0$aEngineering. =650 \0$aGeotechnical engineering. =700 1\$aMinto, James M.,$eauthor. =700 1\$aSingh, Devendra Narain,$eauthor. =700 1\$aMountassir, Gráinne El,$eauthor. =700 1\$aKnapp, Charles W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 4 Special Section on Sustainable Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170122.htm =LDR 03780nab a2200493 i 4500 =001 JTE20160625 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160625$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160625$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1637 =082 04$a621.36/7$223 =100 1\$aShaukat, Anum,$eauthor. =245 10$aTextural and Geometrical Features Based Approach for Identification of Individuals Using Palmprint and Hand Shape Images from Multiple Multimodal Datasets /$cAnum Shaukat, Saima Farhan, Muhammad Abuzar Fahiem, Huma Tauseef, Fahima Tahir, Ghousia Usman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIdentification and classification of biometrics are important research areas in the field of image processing and pattern recognition. Biometrics are the measurement and statistical analysis of physiological and behavioral characteristics of humans. A wide variety of biometric modalities are available, with unimodal biometrics suffering from several factors. The proposed research is novel because it uses a single image of a hand in order to extract a variety of unique characteristics, like hand shape and the palmprint associated with individual hands. Moreover, it obtains higher accuracy with minimum effort. We have chosen the multimodal biometrics, i.e., palmprint and hand shape, from three datasets, i.e., PolyU Palmprint Database, GPDS Hand Database, and the Bosphorus Hand Database, for a total of 1,072 images. There are 302 textural features found in the palmprint images, and 12 geometrical features are extracted from the hand images. Classification models include Naïve Bayes, Support Vector Machine (SVM), K-Nearest Neighbor (IBk), Decision Tree, Random Tree, Random Forest, and Bagging. The train and test method is used to evaluate the performance of different classifiers. It is observed that Naïve Bayes, SVM, IBk, and Random Tree models result in classification accuracy of 99.44 % with palmprint images using the 302 textural features over the combined dataset. After feature reduction, similar accuracy is achieved with the top ten, and even with the top five, features. For geometrical features, an accuracy of 99.81 % is achieved with the hand images using Naïve Bayes, SVM, IBk, and Random Tree. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aImage analysis$vCongresses. =650 \0$aImage processing$xDigital techniques$vCongresses. =650 \0$aPattern recognition systems$vCongresses. =650 \0$aBiometric identification. =700 1\$aFarhan, Saima,$eauthor. =700 1\$aFahiem, Muhammad Abuzar,$eauthor. =700 1\$aTauseef, Huma,$eauthor. =700 1\$aTahir, Fahima,$eauthor. =700 1\$aUsman, Ghousia,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160625.htm =LDR 03291nab a2200433 i 4500 =001 JTE20170160 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170160$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170160$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aSB211.C3 =082 04$a633.682$223 =100 1\$aParvathi, C.,$eauthor. =245 10$aManihot esculenta Peel Powder: Effective Adsorbent for Removal of Various Textile Dyes from Aqueous Solutions /$cC. Parvathi, U. S. Shoba, C. Prakash, S. Sivamani. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis investigation is aimed to examine the efficiency of dye removal by activated carbon prepared from the peel of Manihot esculenta, which is commonly known as cassava, a waste obtained from sago industries. The effluents containing reactive, direct, acid, alkali, or sulfur dyes were treated with the carbon obtained from cassava peels, which were activated thermally as well as by using acid, alkali, and silver nitrate (AgNO3). The characterization of these carbons was done, and the effect of the parameters pH, concentration, contact time, adsorption dosage, and temperature were studied for each carbon and dye removal. The results of the study indicate that AgNO3-impregnated carbon is more effective in removing the dyes. The equilibrium time is found to be 150 min for reactive, direct, and sulfur dyes and 180 min for acid and basic dyes. The highest percentage dye removal of around 90 % is achieved with AgNO3-impregnated carbon, and the lowest is achieved with alkali-treated carbon. Next to AgNO3-impregnated carbon, acid-treated carbon demonstrates effective dye removal followed by thermally activated carbon and alkali-treated carbon. AgNO3-activated carbon was found to be most effective in removing the basic dye. The order of effectiveness for AgNO3-treated carbon is basic dye > direct dye > sulfur dye > acid dye > reactive dye. The characterization results of AgNO3-activated carbon corroborate its effectiveness in dye removal by indicating greater surface area and higher porosity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aCassava. =700 1\$aShoba, U.S.,$eauthor. =700 1\$aPrakash, C.,$eauthor. =700 1\$aSivamani, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170160.htm =LDR 02667nab a2200433 i 4500 =001 JTE20170050 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170050$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170050$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTF1460 =082 04$a625.1/4$223 =100 1\$aLü, Xilin,$eauthor. =245 10$aModel Test of the Long-Term Behavior of a Pile-Net Structure Subgrade for Highspeed Railways /$cXilin Lü, Quan Ma, Linlong Mu, Hang Fang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article presents an experimental study on the long-term behavior of a pile-net structure soft subgrade of a highspeed railway. Based on the Xuzhou-Shanghai section of the Beijing-Shanghai highspeed railway, the model tests of the pile-net structure subgrade under static loading and dynamic loading were carried out. The characteristics of subgrade settlement, pile-soil stress ratio, and axial force distribution were investigated. The results showed that most of the settlement of the subgrade was caused by the deformation of the embankment under both static loading and dynamic loading. Piles carried much larger loads than the soils, especially within the loading area. Most of the pile axial force was caused by the negative frictional stress induced by the soil movement. Both the settlement and the axial force of the pile increased with increases in the loading cycles during a specific period. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aHigh speed trains. =700 1\$aMa, Quan,$eauthor. =700 1\$aMu, Linlong,$eauthor. =700 1\$aFang, Hang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170050.htm =LDR 03153nab a2200469 i 4500 =001 JTE20170085 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170085$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170085$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620/.004/405$223 =100 1\$aLiu, Haiping,$eauthor. =245 10$aEvolution of the Temperature Field of the Subgrade in the Permafrost Regions of the Great Khingan Mountains /$cHaiping Liu, Lin Ding, Yang Yang, Meng Guo, Yiqi Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe distribution characteristics and changing trend of the temperature field of the subgrade in the permafrost region were simulated by using an enthalpy value-based numerical method. The Greater Khingan Mountains were selected as a case, and the environmental conditions, including solar radiation, temperature, wind speed, route trend, and subgrade construction mode, were analyzed. Results demonstrated that the values calculated by the established model agreed with the measured values in temperature holes, which indicated the feasibility of the model. The temperature field of the subgrade in the permafrost regions changed in an approximately cyclical fluctuation of the cosine form. The annual changing curve of ground temperature slowed down gradually with the increase of depth, accompanied by a phase lag. A noncohesive state was observed within a certain depth range between the active layer and permafrost in cold winter. The maximum thawed depth increased linearly as time increased. The rate of subgrade melting presented nonlinear changes with increasing time. The growth rate was fastest in the first five years. After 5 years, subgrade melting decreased generally with time and became stable after 15 years, reaching zero at the 30th year. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aEvolution. =650 \0$aEarth temperature. =650 \0$aElectronics$xMaterials. =700 1\$aDing, Lin,$eauthor. =700 1\$aYang, Yang,$eauthor. =700 1\$aGuo, Meng,$eauthor. =700 1\$aWang, Yiqi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170085.htm =LDR 03453nab a2200457 i 4500 =001 JTE20160145 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160145$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160145$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aZ6004.C67 =082 04$a016.5515/784$223 =100 1\$aGe, WenJie,$eauthor. =245 10$aExperimental Study of Mechanical Properties of PVA-ECC under Freeze-Thaw Cycles /$cWenJie Ge, Chen Cai, Xiang Ji, Ashraf F. Ashour, DaFu Cao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn order to study the mechanical properties of engineered cementitious composites reinforced with various types of polyvinyl alcohol fibers and different fiber volume fractions subjected to freeze-thaw cycles, the rapid freeze-thaw method was used to test the mass loss ratios, relative longitudinal dynamic elastic modulus, compressive strength, and flexural strength. Two different fiber types (JP and CP) and two different fiber volume contents (1.0 and 2.0 %) were used in the test specimens. The results showed that specimens incurred more damage with the increase of freeze-thaw cycles; however, their performance was improved by fiber type and dosage. The mass loss rate of specimens with 2 % volume content of fiber was lower than that of specimens with 1 % volume content of fiber. Furthermore, the mass loss rate was also influenced by the type of fiber used. The relative longitudinal dynamic elastic modulus of specimens with 2 % fibers was higher than that of specimens with 1 % fibers, while the relative longitudinal dynamic elastic modulus of JP fibers was higher than that of CP fibers. In addition, the compressive and flexural strengths decreased with the increase of freeze-thaw cycles, but specimens with fiber exhibited better compressive and flexural strengths than specimens without fibers. Based on the SL 211-2006 code for the design of hydraulic structures against ice and freezing action, specimens with JP fibers were adequate for use in severely cold regions, while specimens with CP fiber can be used in cold regions, and specimens without fiber could only be used in warm regions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aFreezing process. =650 \0$aVinyl fibers. =700 1\$aCai, Chen,$eauthor. =700 1\$aAshour, Ashraf F.,$eauthor. =700 1\$aCao, DaFu,$eauthor. =700 1\$aJi, Xiang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160145.htm =LDR 02536nab a2200421 i 4500 =001 JTE20170132 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170132$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170132$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA780 =082 04$a624.1/54$223 =100 1\$aKim, Jiseong,$eauthor. =245 10$aUltimate Lateral Resistance of Quadrangle Array Piles Using the Strain Wedge Model on Soil Subgrade /$cJiseong Kim, Gi-Chun Kang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study proposed an ultimate lateral resistance calculation equation for array piles on which lateral loads act using a strain wedge model. The resistance properties were divided into the lateral resistance of earth pressure on a wedge back, shearing resistance on a wedge side, and friction resistance between the pile and the soil. The value of their resultant forces subtracting overlap resistance was expressed as the ultimate lateral resistance of an array pile. This study compared and analyzed the existing research results to verify the validity of the proposed equation. The results showed that the proposed equation was larger at the front-row pile, approximate at the middle-row pile, and smaller at the back-row pile, but the total ultimate lateral resistance turned out to be similar. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aPiling (Civil engineering) =650 \0$aSoil$xstructure interaction. =700 1\$aKang, Gi-Chun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170035.htm =LDR 03697nab a2200421 i 4500 =001 JTE20170035 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170035$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170035$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE471.2 =082 04$a551.36$223 =100 1\$aShetty, Rakshith,$eauthor. =245 10$aRheological Characteristics of Fine-Grained Soil-Slurries /$cRakshith Shetty, Devendra Narain Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aVarious natural and man-made scenarios such as rainfall-induced terrestrial landslides, offshore landslides, mudflows, and transportation of mud by pipelines and dredging activities involve fine-grained soils, minerals, and sediments with very high moisture contents (i.e., the slurry state). Presumably, the behavior of these materials in their slurry state falls within a transition between the solid-dominant and liquid-dominant zones. Hence, investigations to establish the rheological properties of these materials (i.e., defining their flow and deformation characteristics) in this transition phase become mandatory. With this in view, investigations were conducted to establish the grain-water interaction that would govern the rheological characteristics of these materials in their slurried states. The study takes into account the effect of state parameters like water content, w (which is indicative of the concentration of solids), and soil-specific parameters (viz, mineralogy, liquid limit [LL], specific surface area [SSA], and the pore solution characteristics). Based on a critical analysis of the variation of the plastic viscosity, ?p, with respect to w, a hypothesis for the phase-transition mechanism of the slurries, from visco-plastic to ideal-plastic regime, has been proposed. It has been demonstrated that such a hypothesis facilitates understanding of the grain-water interaction for a wide range of water content and associated changes in the rheological behavior. Furthermore, it has been demonstrated that there exists a unique relationship between ?p and yield stress, ?y, with the parameter "normalized water content," wn (= w/LL), for these materials. It is the authors' belief that these relationships would be useful in obtaining parameters such as slurry viscosity, yield stress, and optimal/limiting water content, which are required in the design of various industrial applications involving flow, the pumping of fine-grained soil-slurries, or both. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aSedimentation and deposition. =650 \0$aSoils$xTesting. =700 1\$aSingh, Devendra Narain,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170035.htm =LDR 03023nab a2200433 i 4500 =001 JTE20170204 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170204$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170204$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1230 =082 04$a621.9$223 =100 1\$aCinar, Said Mahmut,$eauthor. =245 10$aImprovement of Energy Efficiency Using a Multi-Input Fuzzy Logic Controller in a Stone Cutting Machine /$cSaid Mahmut Cinar, Hasan Cimen, I. Sedat Buyuksagis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aBlock cutter machines (BCMs) are commonly used in the manufacturing of natural stones. Although the energy consumption of the BCM is affected by the rotation speed of the blade, depth of cut, and traverse speed, these parameters are generally fixed. Unfortunately, stones are not homogeneous materials, and this has a negative impact on the energy consumption of the BCM because of the fixed parameters. The main goal of our study was the development of a multi input single output (MISO) fuzzy logic controller (FLC) design to improve the energy efficiency of the BCM. In this study, two MISO FLCs (two- and three-input) were designed to adjust the traverse speed and these controllers were applied in the laboratory-scale model of the BCM. The designed FLCs are tested with cutting experiments on three different stones. The experiments showed that, with the continuous adjustment of the traverse speed during the cutting process, the FLCs increase energy efficiency. The three-input FLC provided more energy saving than with the two-input FLC. Also, multiple regression analysis was performed in order to determine the combined effects of the most dominant rock properties on specific energy for three different control methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aStone-cutting. =650 \0$aCutting machines. =700 1\$aCimen, Hasan,$eauthor. =700 1\$aBuyuksagis, I. Sedat,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170204.htm =LDR 03040nab a2200445 i 4500 =001 JTE20170180 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170180$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170180$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE462.G7 =082 04$a552.3$223 =100 1\$aYang, Jian-hong,$eauthor. =245 10$aExperimental Study on Impact Crushing of Granite Particles /$cJian-hong Yang, Qi Chen, Jian-hua Zhou, Huai-ying Fang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTo study the specific influences of production parameters and structural parameters on a vertical shaft impact crusher (VSI), a pneumatic impact crushing device was designed and used to study the influence of different impact velocities, impact angles, and initial particle sizes on the crushing effect for granite particles. The resulting grains size distribution (GSD) and the actual crushing ratio (ACR) were determined via mechanical sieving and image processing, where the experimental results showed that with increasing initial impact velocity the degree of fragmentation of the granite particles increased. However, when the impact velocity increased beyond a certain amount, the trend became more moderate. Further, there existed an optimum original particle size that allowed the degree of fragmentation of the particle to obtain a maximum value. Further, as the initial impact angle of the particles increased, the degree of fragmentation of granite particles exhibited a downward trend. Through the experimental study herein, it is found that the actual production parameters and structural parameters have significant effects on the impact crushing. According to these results, we can obtain valuable routines to guide the optimal design of the VSI. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aCrushing machinery. =650 \0$aGranite. =700 1\$aChen, Qi,$eauthor. =700 1\$aZhou, Jian-hua,$eauthor. =700 1\$aFang, Huai-ying,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170180.htm =LDR 02715nab a2200445 i 4500 =001 JTE20160550 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160550$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160550$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS695 =082 04$a505$223 =100 1\$aLee, Taegeon,$eauthor. =245 10$aWear Resistance of Four Rocks Using Rotary Abrasion Test in Dry and Wet Conditions /$cTaegeon Lee, Seung Oh Lee, Dong-Woo Ryu, Heejung Youn. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article investigates the wear resistance of four rock types using the rotary abrasion test. The tested rocks include argillaceous rocks (mudstone and shale) and igneous rocks (granite and andesite). The wear volume of the rock specimen was measured with various wear time, normal loads, specimen lengths, and water conditions. It was found that the wear volume of rock specimen linearly increased with wear time and normal load per unit length. The Wear Volume Index was proposed to represent the wear volume of the rocks, which was measured to be the greatest for mudstone, followed by shale, granite, and andesite for both wet and dry conditions. The presence of water significantly affects the Wear Volume Index of argillaceous rocks, which increased by 60 % for mudstone and 25 % for shale. On the other hand, the effect of water was found to be insignificant for igneous rocks such as granite and andesite. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aMechanical wear. =650 \0$aRocks$xTesting. =700 1\$aLee, Seung Oh,$eauthor. =700 1\$aRyu, Dong-Woo,$eauthor. =700 1\$aYoun, Heejung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160550.htm =LDR 03095nab a2200421 i 4500 =001 JTE20160553 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160553$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160553$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS172 =082 04$a620.0045$223 =100 1\$aJeon, Byeong-Han,$eauthor. =245 10$aAdvanced Method for Quantifying Socket Roughness and Empirical Correlations /$cByeong-Han Jeon, Chae-Min Kim, Yongkyu Choi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article describes an advanced method for quantifying socket profiles and proposes empirical relations to estimate the maximum side resistance at the soft rock socket. At three boreholes in Busan, South Korea, socket profiles with a continuous 500-mm length were recorded by the Kyungsung Sonar Roughness Profiling System that was developed by the authors, and full-scale bidirectional pile-loading tests (BDPLTs) were performed to evaluate the mobilized side resistances for the soft rock sockets. Based on the reports of previous research, the concept of self-affine fractals was adopted to idealize the measured profiles, and the roughness ratio, which is a nondimensional factor, was proposed to quantitatively describe the asperity of the idealized profiles. From the results of the BDPLTs, the unit-side-load transfer curves, f-w curves, for the soft rock socket were plotted to determine the maximum unit-side resistances in accordance with the new mobilized displacement criterion predicated upon the reviews of 17 f-w curves for the soft rock socket obtained from BDPLTs conducted at other sites in South Korea. Furthermore, using these data, including the socket diameter, the unconfined compressive strength of the soft rock, and the roughness ratio, advanced empirical correlations considering socket roughness were studied and proposed in this article. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aTolerance (Engineering) =700 1\$aKim, Chae-Min,$eauthor. =700 1\$aChoi, Yongkyu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160553.htm =LDR 03279nab a2200457 i 4500 =001 JTE20160450 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160450$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160450$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE462.G7 =082 04$a553.5/2$223 =100 1\$aMiao, Shengjun,$eauthor. =245 10$aMicrocrack Growth Behavior and CWFS Criterion Parameters Optimization of Granite with PFC /$cShengjun Miao, Hui Wang, Xuelian Guo, Mingchun Liang, Changqing Kong. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aBased on the physical and mechanical parameters obtained in laboratory tests, along with the section scanning of granite specimens, a microgeometric model of the granite particles was established in the Particle Flow Code (PFC) programs. The loading codes were programed and adjusted using the Fish language to simulate both uniaxial and triaxial compression tests. The micromechanical behavior and the evolution of cracks from the microcosm to the macrocosm of the granite were obtained under different loading conditions based on the complete stress-strain curves, Acoustic Emission (AE) monitoring results and crack number obtained from the tests, and PFC simulation. On this basis, the Cohesion Weakening and Friction Strengthening (CWFS) criterion model parameters of the granite were optimized and verified using the stress-strain curves, the relationship between the cracks, friction energy and plastic strain, and Fast Lagrangian Analysis of Continua simulation. The optimized CWFS criterion parameters of initial cohesion, residual cohesion, initial friction angle, and residual friction angle, as well as the critical plastic strain ?cp and ?fp of the granite, are 23 MPa, 4.3 MPa, 0°, 46.3°, 0.0015, and 0.0037, respectively. This provides a scientific basis for the establishment of a rock constitutive model during the transfer from open pit to underground mining in the Xingshan Iron Mine in China. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aConcrete$xCracking. =650 \0$aGranite. =700 1\$aWang, Hui,$eauthor. =700 1\$aGuo, Xuelian,$eauthor. =700 1\$aLiang, Mingchun,$eauthor. =700 1\$aKong, Changqing,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160450.htm =LDR 02813nab a2200433 i 4500 =001 JTE20170057 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170057$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170057$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA405 .A388 2009 =082 04$a620.112$223 =100 1\$aThomas, Robert J.,$eauthor. =245 10$aCharpy Impact Test Methods for Cementitious Composites: Review and Commentary /$cRobert J. Thomas, Andrew D. Sorensen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSeveral researchers have recently employed the Charpy method to characterize the high strain rate mechanical strength of cementitious composites. This paper provides a critical review of existing applications of the Charpy method for impact testing of cementitious composites. Studies have employed various specimen sizes and geometries. Additionally, some studies have tested notched specimens while others have tested plain. Furthermore, varying methods of normalization result in results reported in a variety of incompatible units. The lack of consistency between studies limits the basis for comparison and the ability to validate results, which demonstrates a clear need for a standardized method for Charpy impact testing of cementitious composites. The authors recommend best practices based on sound mechanical principles and existing literature. Finally, the benefits and drawbacks of the Charpy method are discussed and its efficacy is compared with other prevalent methods for impact testing of cementitious composites. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aCement composites. =650 \0$aStrength of materials$xCongresses. =650 \0$aStrength of materials. =700 1\$aSorensen, Andrew D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170057.htm =LDR 03089nab a2200457 i 4500 =001 JTE20160243 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160243$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160243$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC762 =082 04$a538.362$223 =100 1\$aPeng, Zhigang,$eauthor. =245 10$aInvestigation of the Synthesized Retarder on Cement Slurry Hydration Based on Low Field NMR /$cZhigang Peng, Jinhua Huo, Zhongbin Ye, Rui Zhang, Qian Feng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this paper, Low Field nuclear magnetic resonance (NMR) was used to study the effects of synthesized retarder HN (which is the symbol of synthesized retarder) on the water states' variation in the hydration process of cement slurry specimens. Retarder HN was prepared by acrylamide, 2-acrylamido-2-methyl propane sulfonic acid, and maleic anhydride, and the chemical structure was confirmed by Fourier-transform infrared spectroscopy and elemental analysis. Then, Low Field NMR was employed to test the transverse relaxation time distribution of the cement slurry specimens and cement stones. Here, the cement slurry and cement stone specimens have different cement-to-water ratio, retarder HN adding amount and curing age. The Low Field NMR can be used to characterize the water states and study the water states, variation in the cement slurry hydration process. Of course, the pore distribution development of cement stones was also studied in our research. Additionally, the phase analysis of cement hydration products was produced by an X-ray diffractometer, and the results showed that the retarder HN has a significant effect on the cement hydration process but without any effect on final cement hydration products. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aNuclear magnetic resonance. =650 \0$aMagnetic resonance. =700 1\$aHuo, Jinhua,$eauthor. =700 1\$aYe, Zhongbin,$eauthor. =700 1\$aZhang, Rui,$eauthor. =700 1\$aFeng, Qian,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160243.htm =LDR 03120nab a2200421 i 4500 =001 JTE20170141 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170141$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170141$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA441 =082 04$a693.5$223 =100 1\$aSingh, Surya Pratap,$eauthor. =245 10$aNumerical Simulation of Pervious Concrete Using Discrete Element Modeling Technique /$cSurya Pratap Singh, Krishna Prapoorna Biligiri. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe objective of this study was to develop a computational model to simulate the behavior of pervious concrete (PC) material. A virtual discrete model will help in understanding the micro- and macro-mechanical behavior of PC, which is otherwise difficult to determine. A particle flow continuum model was used to develop the discrete model for different pervious PC mixtures consisting of different sizes and proportions of coarse aggregates. The displacement versus force and stress versus strain relationships of PC specimens with different aggregate sizes, aggregate-cement ratios, and water-cement ratios were produced from the numerical models. The vertical porosity distribution of laboratory samples was investigated using image analysis techniques. The results from the image analyses were utilized in modeling exercise through Particle Flow Code 2-Dimensional (PFC2D). The PFC2D model predictions also matched well with the results of mechanical tests with very high coefficient of determination. This research demonstrated the great potential of discrete element method to analyze the performance of PC mixtures with varying gradations and properties. It is envisaged that this study will further the state-of-the-art analytical research in the area of PC by the principles of discrete element model methods and image analyses techniques. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aPavements, Concrete$xDesign and construction. =650 \0$aConcrete construction. =700 1\$aBiligiri, Krishna Prapoorna,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170141.htm =LDR 03465nab a2200433 i 4500 =001 JTE20160183 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160183$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160183$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a530.4/12$223 =100 1\$aXu, Wenbin,$eauthor. =245 10$aPrediction of Mechanical Performance of Cemented Paste Backfill by the Electrical Resistivity Measurement /$cWenbin Xu, Xichun Tian, Changbing Wan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCemented Paste Backfill (CPB) has become a useful practice in many modern operations around the world. This method is an innovative tailings disposal and underground mine backfilling scheme that returns much of this material to the underground stope field. Thus, it is of great interest for financial and security reasons to fully comprehend the mechanical performance of such underground CPB. Uniaxial compressive strength (UCS) is one of the most commonly used parameters for evaluating the mechanical performance of CPB. Electrical resistivity (ER) measurement, which is a method of nondestructive testing, can also be used to determine the mechanical properties of CPB. This study was undertaken to suggest a nondestructive testing method that would permit prediction of the UCS of a CPB within 90 days. Five CPB samples were prepared at different cement-to-tailing ratios (1/4, 1/6, and 1/8 by weight) and solid content (65 and 70 wt. %), and a curing period of 3-90 days was used for ER measurement. Seventy-five CPB samples were prepared with the same cement content as those used in the pastes for UCS tests cured for 3, 7, 28, 56, and 90 days. The results of the ER measurement show that the ER versus curing periods of 3-90 days first drop to a minimum value and then gradually increase with time. The greater ER values of CPB are reached when the greater cement-to-tailing ratio and solid content is used. A logarithmic relationship is established between the UCS and the ER of CPB at 90 days. It is possible that a nondestructive method could be developed to evaluate the strength of underground CPB based on the obtained logarithmic relationship with ER at 90 days. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aConcrete$xElectric properties. =650 \0$aElectric resistance. =700 1\$aTian, Xichun,$eauthor. =700 1\$aWan, Changbing,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160183.htm =LDR 03277nab a2200445 i 4500 =001 JTE20160514 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160514$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160514$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a620.136$223 =100 1\$aSchemmel, John J.,$eauthor. =245 10$aSampling Concrete from a Revolving Drum Truck Mixer /$cJohn J. Schemmel, Tiffany N. Kolba, Michael P. Salguero, Matthew West. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAcceptance testing of ready-mixed concrete occurs after the product has been delivered to the consumer in the field. The testing process commences with the collection of a relatively small but representative sample of the fresh concrete. ASTM C172/C172M, Standard Practice for Sampling Freshly Mixed Concrete, states that two or more portions of material should be collected at regularly spaced intervals during discharge of the middle portion of the batch. There is concern within the industry that field technicians are opting to obtain only one portion of concrete from the material initially discharged from a truck. A study undertaken at Valparaiso University investigated the first issue of collecting only one portion of concrete. The primary objective of this research was to determine if the measured properties for a single portion sample taken from the middle of a batch differ statistically from that for a two-portion sample also taken from the middle of the batch. Concrete was sampled 46 times across 11 different construction sites with fresh properties and 28-day compressive strength measured in each case. Construction projects were selected to provide a range of concrete mixture specifications, site conditions, and target property values. Findings indicate that it is not necessary to collect a sample of two or more portions from a revolving drum truck mixer. Rather, a single portion sample of concrete is sufficient for acceptance testing purposes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aConcrete. =650 \0$aConcrete construction. =700 1\$aKolba, Tiffany N.,$eauthor. =700 1\$aSalguero, Michael P.,$eauthor. =700 1\$aWest, Matthew,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160514.htm =LDR 03413nab a2200445 i 4500 =001 JTE20170114 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170114$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170114$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a388$223 =100 1\$aLv, Songtao,$eauthor. =245 10$aFatigue Damage Characteristics Considering the Difference of Tensile-Compression Modulus for Asphalt Mixture /$cSongtao Lv, Xiaoyang Wang, Chaochao Liu, Shuangshuang Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn order to reveal the difference and correlation of tensile modulus, compressive modulus, and flexural modulus, the four-point bending fatigue test is used on two kinds of asphalt mixtures-rock asphalt modified asphalt mixture and styrene butadiene styrene block copolymer modified asphalt mixture, were conducted using closed-loop test system. The fatigue damage variable was defined by the modulus attenuation based on the theory of damage mechanics, and the modulus attenuation equation was deduced. Under the same conditions, the initial value and the critical value of the tensile modulus were less than those of the compressive modulus, but the critical damage value and the attenuation slope of the tensile modulus were larger than those of the compressive modulus. The attenuation models of the tensile and compressive modulus of the asphalt mixture during the bending fatigue test were established. Based on the fatigue test results, a new concept of design and analysis was developed, in which the corresponding modulus and its evolution law is chosen according to its actual stress state at each point of asphalt pavement. The results indicate that under the bending fatigue stress state, there exists great differences between the attenuation law of the modulus of tension and compression for asphalt mixture and that the attenuation rate of tensile modulus is greater than that of compressive. Therefore, the tensile zone results in greater damage; the pavement structure of the tensile zone is damaged, which should be given more attention. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aPavements, Asphalt$xTesting. =650 \0$aAsphalt concrete$xTesting. =700 1\$aWang, Xiaoyang,$eauthor. =700 1\$aLiu, Chaochao,$eauthor. =700 1\$aWang, Shuangshuang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170114.htm =LDR 03465nab a2200433 i 4500 =001 JTE20170071 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170071$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170071$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.85$223 =100 1\$aRahaman, Mohammed Ziaur,$eauthor. =245 10$aNonrecoverable Compliance and Recovery Behavior of Polymer-Modified and Reclaimed Asphalt Pavement-Modified Binders in Arkansas /$cMohammed Ziaur Rahaman, Zahid Hossain, Musharraf Zaman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aFor quality assurance and quality control purposes, suppliers and users of asphalt binders follow the widely used dynamic shear rheometer (DSR) test method (AASHTO T 315, Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR)) to capture viscoelastic properties of polymer-modified binders (PMBs) and reclaimed asphalt pavement (RAP)-modified binders even though it is designed for unmodified asphalt binders. AASHTO T 315 is inadequate to characterize modified binders because of the relatively small impact of the phase angle and strain levels on the rutting and fatigue factors, respectively. The recently approved multiple stress creep recovery (MSCR) test (AASHTO T 350, Standard Method of Test for Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR)) results can better relate the laboratory-based and field rutting of PMBs and additive-modified binders. In the current study, Superpave and MSCR tests were performed to evaluate viscoelastic properties of selected asphalt binders certified in Arkansas. A total of 32 binders were tested in the laboratory. Among these, 8 were unmodified binders, 18 were PMBs, and 6 were RAP-modified binders. The nonrecoverable compliance and MSCR percent recovery data of tested binders were analyzed for the grading purpose and establishing the MSCR percent recovery criteria for local service temperature and traffic conditions. The developed guidelines are expected to be helpful for transportation agencies in Arkansas to adopt the MSCR test method in their quality control processes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aPavements, Asphalt. =650 \0$aPolymers. =700 1\$aHossain, Zahid,$eauthor. =700 1\$aZaman, Musharraf,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170071.htm =LDR 02981nab a2200469 i 4500 =001 JTE20170038 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170038$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170038$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.85$223 =100 1\$aLiu, Yan,$eauthor. =245 10$aNanosized Morphology and Mechanical Properties of Recovered Binders from Weathered Asphalt Mixtures /$cYan Liu, Junan Shen, Pengcheng Shi, Hong Zhu, Qiju Gao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAging of asphalt binders can be more accurately simulated in the laboratory by an accelerated weathering machine (AWM) considering most of the weathering factors, and the nanosized properties of the aged binders can be examined at the nanoscale level by Atomic Force Microscopy (AFM). In this study, two gradations of asphalt mixtures, i.e., stone matrix mixture (SMA) and asphalt concrete (AC), were at first weathered by the AWM, and then asphalt binders were recovered. AFM technologies were applied for measuring the nanomorphology and nanomechanical properties of the recovered binders. The results are the following: (1) the roughness of morphology of recovered binders was gradually reduced, indicating a flattening asphalt surface phenomenon as the weathering time increased; (2) the average roughnesses of both adhesion and nanomodulus of the recovered binders increased as the weathering time increased because of the increased polymerization and the macromolecule; (3) there were fairly good linear correlations between the nanomorphology and the nanomechanical properties of the aged binders. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aPavements, Asphalt. =650 \0$aAsphalt. =650 \0$aAsphalt concrete. =700 1\$aShen, Junan,$eauthor. =700 1\$aShi, Pengcheng,$eauthor. =700 1\$aZhu, Hong,$eauthor. =700 1\$aGao, Qiju,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170038.htm =LDR 03605nab a2200469 i 4500 =001 JTE20170211 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170211$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170211$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.85$223 =100 1\$aKedarisetty, Sampat,$eauthor. =245 10$aReacted and Activated Rubber (RAR)-Modified Dense-Graded Asphalt Mixtures: Design and Performance Evaluation /$cSampat Kedarisetty, Gourab Saha, Krishna Prapoorna Biligiri, Jorge B. Sousa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe modification of asphalt mixtures with rubber in the conventional process includes specialized equipment for mixing and storage and concurrently necessitates reheating prior to use. Reacted and Activated Rubber (RAR) is a novel rubber-based asphalt mixture modifier that can be added into the mixture matrix without the complexities associated with wet mixing. The objective of this study was to design and assess the performance of RAR-modified dense-graded asphalt mixtures against key pavement distresses. Furthermore, the performance of RAR-modified mixtures was compared to the unmodified and commercially available rubber-modified asphalt-based mixtures. Two levels of RAR dosage at 2 and 4 % by total weight of mix were included with two different base binders. Four performance characteristics were analyzed: resistance to rutting at high temperatures, failure by fatigue, fracture energy, and susceptibility to moisture damage. Increased rut resistance and higher fatigue lives were observed for higher RAR contents. Statistical analyses revealed insignificant changes in fracture energy among the different mixtures, and all the mixtures were found to be resistant to moisture damage. RAR was concluded as a compatible promising rubber modifier with a significant potential to improve resistance of asphalt pavements against distresses and capable of providing extended life cycles. Because RAR showed significant improvement in the performance of the dense-graded asphalt mixtures, this study recommended expanding the scope of utilizing the RAR materials with other aggregate gradations both at the laboratory and field levels in future. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aAsphaltemulsion mixtures$xTesting. =650 \0$aPavements, Asphalt. =650 \0$aAsphalt. =650 \0$aAsphalt concrete. =700 1\$aSaha, Gourab,$eauthor. =700 1\$aBiligiri, Krishna Prapoorna,$eauthor. =700 1\$aSousa, Jorge B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170211.htm =LDR 03169nab a2200445 i 4500 =001 JTE20160399 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160399$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160399$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.22 =082 04$a620.1123$223 =100 1\$aBarat, Kaustav,$eauthor. =245 10$aCreep Fatigue Interaction under Different Test Variables: Mechanics and Mechanisms /$cKaustav Barat, S. Sivaprasad, S. Kar, S. Tarafder. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWe present detailed analyses of dwell characteristics of various waveforms of creep fatigue interaction tests performed on the nickel-based superalloy IN 718. We discuss the effects of different dwell modes (strain, stress, and mixed) on creep fatigue properties. Strain dwell tests cause relaxation/accumulation of the mean stress, and stress dwell tests cause accumulation/relaxation of mean strain. True interaction of strain-controlled low cycle fatigue and creep takes place when stress-controlled dwell has been introduced within a strain-controlled cycling. In this article, the effects of pure and mixed modes have been compared in terms of the creep strain accumulation rate at dwell positions. It has been found, irrespective of creep and fatigue, that there is also a second competitive process that goes on, like tensile strain accumulation and compressive strain accumulation. These two processes compete with each other and show a difference in evolution with cycles. Mean strain rates for different stress and mixed control tests have also been determined; by comparing the creep strain accumulation rate and plastic strain rate, the competition of creep and fatigue processes has also been demonstrated in this article. The mechanism of cracking and cavity formation has also been illustrated by computed microtomography and subsequent fractography. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aMaterials$xFatigue. =650 \0$aMaterials$xCreep. =700 1\$aSivaprasad, S.,$eauthor. =700 1\$aKar, S.,$eauthor. =700 1\$aTarafder, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160399.htm =LDR 02639nab a2200445 i 4500 =001 JTE20170271 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170271$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170271$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.11260151825$223 =100 1\$aYang, Renshu,$eauthor. =245 10$aBehavior and Law of Crack Propagation in the Dynamic-Static Superimposed Stress Field /$cRenshu Yang, Chenxi Ding, Liyun Yang, Yufei Zhang, Peng Xu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe aim of this study is to investigate the behavior and the law of crack propagation, particularly under the dynamic-static superimposed stress field in the poly(methyl methacrylate) specimens. We introduce a novel system of digital laser dynamic caustics experiments with a self-designed dynamic-static loading device. These specimens are divided into three groups and subjected to the static stress field, the dynamic stress field, and the stress superposition field, respectively. The conclusion can be obtained by comparing the crack length and the dynamic stress intensity factor of the main cracks during propagation under the three different stress fields. The static stress field significantly reduces the arrest toughness of the main cracks, which is the main reason for longer crack propagation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aFracture mechanics$xMathematics. =700 1\$aDing, Chenxi,$eauthor. =700 1\$aYang, Liyun,$eauthor. =700 1\$aZhang, Yufei,$eauthor. =700 1\$aXu, Peng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170271.htm =LDR 02473nab a2200421 i 4500 =001 JTE20170198 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170198$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170198$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA410 =082 04$a620.1/126$223 =100 1\$aMoradi, Ali,$eauthor. =245 10$aResponse Surface Methodology for the Remaining Creep Life Estimation by the Small Punch Creep Test /$cAli Moradi, Nasser Soltani. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this article, a method for the estimation of the remaining creep life of steel alloy was studied using the response surface methodology (RSM) based on the central composite design (CCD). Small punch creep tests (SPCT) were performed on the specimens from the aged materials of SA-304L alloy, with different consumed creep life ratios at elevated temperatures. Then, two equations were developed to predict the fracture time and the minimum displacement rate with respect to the consumed creep life ratio of samples, the temperature, and the load of SPCT. The contour plots of responses show that there is a linear relationship between the fracture time and the minimum displacement rate in the logarithmic scale, in accordance with the Monkman-Grant relation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aMetals$xCreep. =650 \0$aWire$xTesting. =700 1\$aSoltani, Nasser,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170198.htm =LDR 02461nab a2200409 i 4500 =001 JTE20170318 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170318$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170318$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ184 =082 04$a621.833$223 =100 1\$aYang, Hsueh-Cheng,$eauthor. =245 10$aKinematic Errors on a C-Type Gear with a Parabolic Surface /$cHsueh-Cheng Yang, Ching-Sheng Chang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAn asymmetric tooth is used to develop a mathematical model of an imaginary skewed rack cutter. Using this imaginary skewed rack cutter and the theory of gearing, a pair of helical gears with asymmetric, straight teeth and a parabolic surface is created. Using tooth contact analysis, this mathematical model of a pair of helical gears with a parabolic surface is used to study the kinematic errors that occur because of assembly errors. Using a computer-aided software package to simulate the scenario, the kinematic errors for the gear set when it is ideally assembled and inaccurately assembled are presented. The contact pattern between the pair of helical gears is obtained. A pair of helical gears is created by rapid prototype machining and is used to observe the actual contact conditions of the gears. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aGearing. =700 1\$aChang, Ching-Sheng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170318.htm =LDR 03361nab a2200421 i 4500 =001 JTE20170195 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170195$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170195$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA684 =082 04$a620$223 =100 1\$aCyril Thomas, A.,$eauthor. =245 10$aTesting and Evaluation of Bond Surface Profile Influencing the CFRP Strengthening of Steel Members /$cA. Cyril Thomas, K. Baskar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe strengthening of steel structures using Fiber-Reinforced Polymers (FRP) is one of the most effective strengthening techniques based on recent research. Usually, FRP has good characteristics with regard to a high strength-to-weight ratio, chemical resistance, and corrosion resistance. Generally, steel-structure strengthening is accomplished by changing the inherent property of the section. Comparatively, the FRP strengthening technique has simplicity, lighter weight, higher strength, and greater durability. The strength of the FRP-strengthened steel member depends on the bond between the FRP and steel substrate. In the present experimental investigation, the bond strength between the FRP and steel substrate is studied for different surface profiles (SA 2, SA 21/2, and SA 3), which are prepared with two different types of blasting, namely, sand blasting and copper slag blasting. A series of pull-off and pull tests have been carried out to assess the bond strength between FRP and steel substrate. From the pull-off test results, the maximum average bond-strength values of copper slag-blasted test specimens are 39.37 (SA 2), 35.71 (SA 21/2), and 31.44 % (SA 3) higher than those of the test specimens prepared with sand blasting. In the pull test, the maximum average tensile strength values of the copper slag-blasted test specimens are 20.95 (SA 2), 29.51 (SA 21/2), and 37.30 % (SA 3) higher than those of the sand-blasted test specimens prepared with the same profiles. Thus, the performance of test specimens prepared with the SA 3 surface profile with copper slag blasting is potentially stronger than other surface profiles. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aSteel, Structural. =650 \0$aShear (Mechanics) =700 1\$aBaskar, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170195.htm =LDR 02574nab a2200421 i 4500 =001 JTE20170112 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170112$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170112$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA479.S7 =082 04$a620.17$223 =100 1\$aSener, Bora,$eauthor. =245 10$aThe Effects of Anisotropic Yield Functions on Plastic Behavior of 304 Stainless Steel /$cBora Sener, Mehmet Emin Yurci. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe effects of anisotropic yield functions on plastic behavior of 304 stainless steel were investigated in this study. Two yield functions were considered: Hill'48 and Barlat89. Uniaxial tensile tests were carried out 0°, 45°, and 90° from the rolling direction to determine the mechanical properties of the material. The planar distributions of yield stress and the anisotropy coefficient were predicted using the yield models and compared with the experimental results. Subsequent yield surfaces of Hill'48 and Barlat89 were investigated and compared with each other. Deep drawing of a double bowl sink and its simulation were carried out in order to evaluate the prediction ability of the two functions under complex loading conditions. It has been observed that predicted results from Barlat89 criterion showed good agreement with experimental data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aStainless steel. =650 \0$aHard materials$xMachining. =700 1\$aYurci, Mehmet Emin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170112.htm =LDR 03086nab a2200469 i 4500 =001 JTE20170083 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170083$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170083$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA478.R46 =082 04$a620.11292$223 =100 1\$aUludag, Muhammet,$eauthor. =245 10$aRelationship Between Machinability, Microstructure, and Mechanical Properties of Al-7Si Alloy /$cMuhammet Uludag, Sakir Yazman, Lokman Gemi, Bar?s Bakircioglu, Eray Erzi, Derya Dispinar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this work, commercially available Al-7Si alloy was used, and the microstructure was modified by the additions of AlSr15, AlTi5B1, and Al3B. Cylindrical samples were cast into a sand mold and the machinability of the alloys was characterized by means of surface roughness, chip morphology, and buildup edge of the chips. Tool life and surface finish can be improved by decreased chip size by lowering the energy required for machining. The surface finish is an indicator of the quality of the material during the machining process. Therefore, in addition, melt quality was measured by means of reduced pressure test and the calculation of the bifilm index was used to compare the melt quality with machinability. It was found that there is a good correlation between bifilm index and surface roughness of the machined parts. Thus, for a better surface finish, melt quality, which can be quantified by bifilm index, has to be high. AlSr15 modified alloy exhibits the lowest built-up edge with the lowest surface roughness, because strontium modification causes coarse silicon crystals to transform to fine fibrous structure, which enhances machinability. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aSteel alloys. =650 \0$aAlloys. =700 1\$aYazman, Sakir,$eauthor. =700 1\$aGemi, Lokman,$eauthor. =700 1\$aBakircioglu, Bar?s,$eauthor. =700 1\$aErzi, Eray,$eauthor. =700 1\$aDispinar, Derya,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170083.htm =LDR 03138nab a2200433 i 4500 =001 JTE20170172 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170172$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170172$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.1/66$223 =100 1\$aMuhammad, Waqas,$eauthor. =245 10$aA Simple Approach to Performing Large Strain Cyclic Simple Shear Tests: Methodology and Experimental Results /$cWaqas Muhammad, Jidong Kang, Raja K. Mishra, Kaan Inal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA simple and efficient methodology has been proposed for characterizing the large strain cyclic simple shear behavior of engineering materials. The proposed methodology includes the use of a modified test specimen coupled with a digital image correlation system to measure the evolution of shear strains during cyclic simple shear deformation. The effectiveness and simplicity of the proposed testing procedure for cyclic simple shear testing lie in the fact that it does not require any custom test apparatus or fixtures to conduct cyclic simple shear tests. The proposed test sample for cyclic simple shear testing makes use of conventional tensile machine with standard grips to conduct the tests. Furthermore, the coupling of the digital image correlation system allows for full-field surface strain mapping, enabling measurement of shear strain evolution throughout the cyclic shear deformation, avoiding any complications associated with shear strain measurements using conventional extensometry techniques. The proposed methodology is successfully applied to characterize the large strain cyclic simple shear behavior of extruded aluminum alloy AA6063 in both T4 and T6 tempered conditions. The obtained cyclic simple shear results are further discussed in light of microstructure evolution during cyclic simple shear deformation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aMetals$xFracture. =700 1\$aKang, Jidong,$eauthor. =700 1\$aMishra, Raja K.,$eauthor. =700 1\$aInal, Kaan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170172.htm =LDR 03111nab a2200445 i 4500 =001 JTE20170138 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170138$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170138$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA690 =082 04$a624.1826$223 =100 1\$aSu, Sichao,$eauthor. =245 10$aDetermination of the Cavitation Range of Power Ultrasound in an Aluminum Alloy Melt /$cSichao Su, Xiaoqian Li, Ruiqing Li, Wu Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPower ultrasound has been widely used for improving the performance of aluminum alloy. However, it is difficult to observe the effect of ultrasonic directly on an aluminum melt at high temperatures. Therefore, an indirect method has been used to detect the cavitation range of ultrasonic waves in an aluminum melt. A titanium plate was inserted into the molten aluminum subjected to ultrasonic treatment for 20 hours. Then, the change in the surface morphology of the titanium plate was investigated. It was concluded that the ultrasonic cavitation range was approximately 82 mm in diameter. After the ultrasonic treatment of the melt, it was cooled in the resistance furnace. Subsequently, a microstructure analysis was conducted by cutting one half from the center of the aluminum ingot. An ellipse region of homogeneous macrostructure was obtained with the major axis of approximately 106 mm and the minor axis of approximately 86 mm. A 10 by 10 by 15 mm (length by width by height) block was then removed from the designated position of the half-section of the aluminum ingot and employed for the microstructure analysis. The analysis showed that the grain refinement effect at the center was better than at the edge, and the refinement in the vertical direction attenuated faster than in the horizontal direction. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aAluminum alloys. =650 \0$aAluminum construction. =700 1\$aLi, Xiaoqian,$eauthor. =700 1\$aLi, Ruiqing,$eauthor. =700 1\$aZhang, Wu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170138.htm =LDR 02755nab a2200457 i 4500 =001 JTE20160504 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160504$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160504$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS227 =082 04$a671.52$223 =100 1\$aHabibalahi, Abbas,$eauthor. =245 10$aPulsed Eddy Current Applied to Measure Residual Stress in Welding /$cAbbas Habibalahi, Masoumeh Habibalahi, Kaveh Samadian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWelding is a manufacturing process of joining components that is dominant in industries that include civil, oil and gas, automotive, etc. Although it has various benefits, welding still causes residual stresses to remain in a component after welding. Residual stresses may result in unexpected failure and may worsen mechanical performance. Common methods to measure residual stresses include hole-drilling and X-ray diffraction and are characterized by their lack of reliability and complicated implementation process. In this study, pulsed eddy current (PEC) is introduced as a promising technique to measure subsurface residual stress in welding. First, the PEC method is calibrated and the correlation between signals and known stresses are identified, and then the residual stress in a welded component is estimated, and finally, the residual stresses measured by PEC were compared to the results obtained by the finite element technique. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aMaterials$vCongresses. =650 \0$aWelding. =650 \0$aMetallurgy. =650 \0$aMaterials. =700 1\$aHabibalahi, Masoumeh,$eauthor. =700 1\$aSamadian, Kaveh,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160504.htm =LDR 02824nab a2200445 i 4500 =001 JTE20160149 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160149$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160149$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1180.A1 =082 04$a629.23405$223 =100 1\$aWang, Kuo-Hsiung,$eauthor. =245 10$aOptimization Analysis of Retrial Machine Repair Problem with Server Breakdown and Threshold Recovery Policy /$cKuo-Hsiung Wang, Tseng-Chang Yen, Jia-Yu Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article deals with a retrial machine repair problem, in which M operating machines and S warm standby machines are maintained by a single server. The threshold recovery policy means that the server is typically subject to unpredictable breakdowns only if there is at least one failed machine in the system, and the recovery can be performed when K (1 <= K <= N = M + S), or more failed machines are present. Employing the matrix-analytic method, the steady-state probabilities of the number of failed machines in the system are developed in this research, as well as several system performance measures. This study establishes a cost model to determine the optimal K-threshold and the joint optimal values for the service and retrial rates simultaneously by using a two-stage optimization method. To examine the effects of different parameters on the performance measures and the total expected cost function, the study carries out the sensitivity analysis with numerical illustration. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aProduction engineering. =650 \0$aMachine-tools. =650 \0$aThreshold Recovery. =700 1\$aYen, Tseng-Chang,$eauthor. =700 1\$aChen, Jia-Yu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160149.htm =LDR 02447nab a2200397 i 4500 =001 JTE20150467 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150467$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150467$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5006 =082 04$a306.3/4$223 =100 1\$aWang, Mao-Chang,$eauthor. =245 10$aRelationship among Market Value Added, Cash Value Added, and Corporate Governance: A Case of Taiwan during 2011-2012 /$cMao-Chang Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTraditional accounting-based performance measurement systems often fail to account for changes in firms' economic substances. Scholars have argued that market value added and cash value added methods are better value-based performance measurement systems that accurately reflect economic substance. This article examines the relationship among market value added, cash value added, and corporate governance for Taiwanese-listed firms. The results show cash value added to have a positive relationship to the market value added. The corporate governance variables have a positive or negative moderation effect on the relationship between cash value added and market value added systems. The moderation effect of the corporate governance variables on the market value added differs from cash value added. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aValue added. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150467.htm =LDR 02205nab a2200421 i 4500 =001 JTE20160611 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160611$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160611$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC552.O25 =082 04$a362.19639$223 =100 1\$aKayid, M.,$eauthor. =245 10$aTesting Behavior of the Mean Inactivity Time /$cM. Kayid, S. Izadkhah. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (5 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe concept of mean inactivity time of a random life plays a role in analyzing censored data and is applicable in areas such as biology, physics, and forensic sciences. In this investigation, a new testing method for increasing the mean inactivity time class is proposed. In addition, based on an evaluation of the Pitman asymptotic, a comparison between the proposed test and two other related ones in the literature is conducted. Some numerical results are also presented to demonstrate the performance of the testing method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aObesity$xPsychological aspects. =650 \0$aObesity$xSocial aspects. =700 1\$aIzadkhah, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160611.htm =LDR 02282nab a2200421 i 4500 =001 JTE20170139 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170139$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170139$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA276.18 =082 04$a519.5$223 =100 1\$aBaklizi, Ayman,$eauthor. =245 10$aInterval Estimation of Quantile Difference in the Two-Parameter Exponential Distributions /$cAyman Baklizi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWe consider the interval estimation of the difference between the quantiles of two random variables with independent two-parameter exponential distributions based on Type II censored data. We derive asymptotic intervals based on the likelihood function, Bayesian intervals, as well as intervals based on the generalized pivot variable. We include some bootstrap intervals in our comparisons. The performance of the intervals is investigated in terms of their coverage probabilities and expected lengths using simulation techniques. An illustrative example is given. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aStatistics. =650 \0$aMATHEMATICS$xApplied. =650 \0$aMATHEMATICS$xProbability & Statistics$vGeneral. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170139.htm =LDR 04280nab a2200457 i 4500 =001 JTE20170246 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170246$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170246$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ795 =082 04$a621.4362$223 =100 1\$aLingesan, Subramani,$eauthor. =245 10$aProduction of Garcinia gummi-gutta Methyl Ester (GGME) as a Potential Alternative Feedstock for Existing Unmodified DI Diesel Engine: Combustion, Performance, and Emission Characteristics /$cSubramani Lingesan, K. Annamalai, M. Parthasarathy, Krishna Moorthy Ramalingam, B. Dhinesh, J. Isaac JoshuaRamesh Lalvani. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn the current scenario, the use of fossil fuel is increasing sharply in the global energy store and playing a highly hazardous role in the ecological system, besides contributing to global warming. Biodiesel is one of the most credible keys for addressing this issue. The present experimental study has been done on Kirloskar make TAF-1 model compression ignition (CI) engine, powered by Garcinia gummi-gutta methyl ester (GGME) biodiesel and its blends. Experimental results were correlated with those of mineral diesel. To start with, biodiesel was synthesized from Garcinia gummi-gutta seed oil, assisted by novel Thermomyces lanuginosus lipase (TL) enzyme linked biocatalyst transesterification. Using nanotechnology, ferric oxide (Fe3O4) nanoparticles were prepared using the coprecipitation method. The TL enzymes were covalently linked with magnetic Fe3O4 nanomaterial, powered using the immobilization method and characterized by X-ray diffraction (XRD), scanning electron microscope (SEM), and Fourier-transform infrared spectroscopy (FTIR) analyses. A large quantity of TL functional groups attached with Fe3O4 magnetic nanoparticle in reaction with an active functional group in oils leads to improved efficiency and effective recycling via an external magnetic field. At the end of 74 h of reaction time with confined optimization conditions, the transesterification process yielded 93.08 % GGME. All the physiochemical properties of GGME blends were investigated as per ASTM standards. Raw GGME was blended with mineral diesel in various proportions, namely B10, B20, B30, B40, and B100. The fuel blends were analyzed in terms of combustion, performance, and emission characteristics. Test results revealed B20 (20 % GGME + 80 % diesel) blend as on par with mineral diesel in terms of brake thermal efficiency (BTE), unburned hydrocarbon (UBHC), and carbon dioxide (CO2), followed by nitrogen oxides (NOx) and smoke emissions. At 100 % load, cylinder pressure, the heat release rate (HRR), brake specific energy consumption (BSEC), and carbon monoxide (CO) emissions of B20 were significantly lower than mineral diesel. Overall, B20 was showcased as a reliable alternative fuel for the CI engine. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aDiesel motor$xDesign. =700 1\$aAnnamalai, K.,$eauthor. =700 1\$aParthasarathy, M.,$eauthor. =700 1\$aRamalingam, Krishna Moorthy,$eauthor. =700 1\$aDhinesh, B.,$eauthor. =700 1\$aLalvani, J. Isaac JoshuaRamesh,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170246.htm =LDR 02702nab a2200421 i 4500 =001 JTE20170218 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170218$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170218$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS227.2 =082 04$a671.5/2$223 =100 1\$aHe, Kuanfang,$eauthor. =245 10$aCharacteristic Analysis of Welding Crack Acoustic Emission Signals Using Synchrosqueezed Wavelet Transform /$cKuanfang He, Qi Li, Qing Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe synchrosqueezed wavelet transform (SST) is introduced to conduct analysis and processing of the acoustic emission (AE) signal in the welding process. The energy distribution of the signal in the time-scale plane is compressed and reorganized by SST, which obtains the time-frequency diagram of the AE signal. Meanwhile, the correlation coefficient is introduced as the criterion for removing the undesirable frequency components, which can effectively eliminate the noise and retain the characteristics of the welding crack AE signal. The test experiment of the AE signals in the welding process is designed. The time-frequency distribution characteristics of the AE signals in the welding process are described and extracted by SST, which is characterized by high aggregation and prominent instantaneous frequency information. Experimental results are provided to confirm the effectiveness of this approach to extract the AE signal physical information related to the welding crack. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aWelding. =700 1\$aLi, Qi,$eauthor. =700 1\$aYang, Qing,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170218.htm =LDR 03185nab a2200445 i 4500 =001 JTE20170013 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170013$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170013$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ163.2 =082 04$a621.042$223 =100 1\$aRufuss, D. Dsilva Winfred,$eauthor. =245 10$aCombined Effect of Heat Storage, Reflective Material, and Additional Heat Source on the Productivity of a Solar Still-Techno-Economic Approach /$cD. Dsilva Winfred Rufuss, S. Iniyan, L. Suganthi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aFood, water, and energy are essential for life on earth. Among these, water plays a vital role. Although it occupies a major portion (70 %) of the earth, good drinking water is always in short supply. Of this quantity, 98 % of water is salty and only around 2 % is fresh water. Desalination using a solar still is one economic method used to purify salt water. This article studies a single-slope solar still with three modifications: (i) sensible heat storage medium (SHM), (ii) heat recovery system (HRS), and (iii) reflective material on the interior surface. Modification by SHM and HRS enabled heat input and water output to be maintained during the night. Theoretical models were developed for the modified still. The productivity of the conventional still and modified still was measured experimentally in Tamil Nadu, India. The daily productivity increased by 21 %, from 3.4 kg m-2 in the conventional still to 4.1 kg m-2 in the modified still. The experimental results validated the theoretical results. Economic analysis of the solar still revealed that the approximate cost of distilled water per liter from a modified still was 4.7 % less than that from a conventional still. Hence, the modified still with SHM, HRS, and reflective material is technically and economically viable. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aPower (Mechanics)$vHandbooks, manuals, etc. =650 \0$aPower (Mechanics) =650 \0$aPower resources. =700 1\$aIniyan, S.,$eauthor. =700 1\$aSuganthi, L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170013.htm =LDR 02905nab a2200433 i 4500 =001 JTE20170309 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170309$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170309$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQP99.3.O9 =082 04$a612.2/$223 =100 1\$aZghal, Nadia Smaoui,$eauthor. =245 10$aMRI Images Segmentation and 3D Reconstruction for Cerebral Cancer Detection /$cNadia Smaoui Zghal, Nabil Derbel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCancer is a dense and an abnormal rapid multiplication (proliferation) of cells in the tissues of the human body. The brain tumor is one of the most dangerous and deadly tumors. Fortunately, the evolution of science has allowed us to create very efficient medical imaging techniques in order to discover this type of cancer. Chief among these techniques is magnetic resonance imaging (MRI) which is a very efficient technique compared to ultrasound. In this work, we are interested in the detection of this type of cancer allowing a three-dimensional (3D) reconstruction of MRI images. The segmentation methods used are based primarily on the Fuzzy C-Means algorithm that classifies and isolates parts of the brain tissue, and secondly on Distance Regularized Level Set Evolution technique for tumor detection. The obtained results show the effectiveness of this approach to detect brain tumor. The 3D reconstruction is finally carried out to better visualize the tumor as a whole and to detect its expansion. It is conducted using an indirect volume rendering method, which is the Marching Cubes algorithm. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aOxygen$xPhysiological transport$vCongresses. =650 \0$aTissue respiration$vCongresses. =650 \0$aOxygen$xPhysiological transport. =700 1\$aDerbel, Nabil,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170309.htm =LDR 03247nab a2200457 i 4500 =001 JTE20170126 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170126$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170126$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.78 =082 04$a620/.43$223 =100 1\$aLi, Yao,$eauthor. =245 10$aEffect of Sample Reconstitution Methods on the Behaviors of Granular Materials under Shearing /$cYao Li, Yunming Yang, Hai-Sui Yu, Gethin Roberts. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe effect of sample reconstitution methods on the behavior of sand under shearing is investigated by using the first commercially available Variable Direction Dynamic Cyclic Simple Shear System. Three sample reconstitution methods are used in this study, which are as follows: the dry funnel method, air pluviation, and dried wet tamping. Because only dry specimens can be tested in many simple shear apparatuses, in this study, a new method called dried wet tamping is used to model the soil fabric generated by the wet tamping method, wherein the soil sample prepared by wet tamping is dried before being tested. Leighton Buzzard sand at various relative densities is tested in monotonic, one-directional cyclic, and two-dimensional circular cyclic simple shear tests. Experimental results show that different sample reconstitution methods have limited effects on the shear behavior in monotonic loading tests. On the contrary, the sample reconstitution methods greatly influence the dynamic responses of sand, including the undrained one-dimensional cyclic and two-dimensional circular cyclic loading. The liquefaction resistance is the greatest using the dried wet tamping method, followed by the dry funnel method and air pluviation method. These test results are also compared with previous studies on sample reconstitution methods, and their similarities and differences are analyzed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aGranularmaterials$xCongresses. =650 \0$aGranularmaterials. =650 \0$aMicromechanics. =700 1\$aYang, Yunming,$eauthor. =700 1\$aYu, Hai-Sui,$eauthor. =700 1\$aRoberts, Gethin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 46, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2018$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170126.htm =LDR 03255nab a2200445 i 4500 =001 JTE20170368 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170368$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170368$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD561 =082 04$a541.372$223 =100 1\$aFathy, Saly,$eauthor. =245 10$aA Comparative Study on Hydraulic Properties and Cementitious Activity of Carbon Steel Slag and Stainless Steel Slag /$cSaly Fathy, Guo Liping, Ma Rui, Gu Chunping, Sun Wei. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis work aims to make a comparative study on high-fineness, basic-oxygen-furnace, carbon steel slag (CS) and electric-arc-furnace stainless steel slag (SS) with high fineness to assess the possibility of using them as hydraulic binders. Test results reveal that CS has higher early hydraulic properties than SS, which has a higher rate of activity at later ages than at early ages (but still lower than that of CS), confirmed by compressive strength and mercury intrusion porosimeter (MIP) test results. Calorimetric analysis showed exothermic reactions in both slags. X-ray diffraction (XRD), thermogravimetry/differential scanning calorimetry (TG/DSC), Fourier transform-infrared spectra (FTIR), and scanning electron microscopy (SEM) results indicated that the hydration products of CS were mainly calcium silicate hydrate (C-S-H), calcium aluminate hydrate (C-A-H), calcium aluminate silicate hydrate (C-A-S-H), aluminum hydroxide (Al(OH)3[AH3]), and calcium hydroxide (Ca(OH)2[CH]); however, C-S-H was the only hydration product of SS. The microchemical analysis showed that the average silicon/calcium atom ratios for the hydration products in 90-day hydrated CS and SS pastes were 0.31 and 0.52, respectively. Wavelength-dispersive X-ray spectroscopy (WDS) mapping at 90 days for both slags revealed that silicon and calcium are included in the hydrated matrix surrounding slag particles, with the addition of aluminum in CS. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aHydration. =700 1\$aLiping, Guo,$eauthor. =700 1\$aRui, Ma,$eauthor. =700 1\$aChunping, Gu,$eauthor. =700 1\$aWei, Sun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170368.htm =LDR 03131nab a2200421 i 4500 =001 JTE20170117 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170117$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170117$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT1 =082 04$a620$223 =100 1\$aTao, Jiayin,$eauthor. =245 10$aAutogenous Shrinkage of Cement Paste Interpreted by Electrical Resistivity and Capillary Stress at Early Age /$cJiayin Tao, Xiaosheng Wei, Lei Fu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAutogenous shrinkage caused by the self-desiccation of cement-based materials at early age requires more attention from researchers because it can increase the risk of cracking in concrete. This article presents the relationships among autogenous shrinkage after final setting, the estimated effective capillary stress, and electrical resistivity of cement pastes. Autogenous shrinkage, internal relative humidity, chemical shrinkage, and electrical resistivity were measured for the plain cement paste that had water to cement ratios (W/C) of 0.3, 0.35, and 0.4 at early age. Electrical resistivity and its rate curve were presented to analyze the influence of W/C on the hydration process. A fitting function containing W/C, electrical resistivity, and three constant parameters was put forward to quantify the relationship between autogenous shrinkage and electrical resistivity. The autogenous shrinkage of cement paste at different ages can be predicted by the resistivity at 24 h; the relationship between electrical resistivity at 24 h and the effective capillary stress S.?cap at 24 h, 48 h, 72 h, and 96 h was also established to support the effectiveness of relating the self-desiccation development trend and electrical property of cement paste. This study introduces innovative and quick methods to estimate the autogenous shrinkage of cement paste by electrical resistivity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aConcrete$xExpansion and contraction. =700 1\$aWei, Xiaosheng,$eauthor. =700 1\$aFu, Lei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170117.htm =LDR 02979nab a2200445 i 4500 =001 JTE20170439 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170439$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170439$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA444 =082 04$a620.137$223 =100 1\$aZhang, Yongxing,$eauthor. =245 10$aComparative Study of RC Members with Strengthening Using Strain Hardening Cementitious Composite and Fiber Reinforced Mortar /$cYongxing Zhang, Cheng Liu, Weihua Lu, Haibo Xie, Hui Peng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aStrain hardening cementitious composite (SHCC) and fiber reinforced mortar (FRM) are considered as suitable for strengthening reinforced concrete (RC) structures, both of which belong to fiber reinforced cementitious composite (FRCC), whereas the distinctive strengthening effects of RC structure using SHCC and FRM have not been sufficiently understood until now. In this study, the comparative study of RC members with flexural strengthening using SHCC and FRM is implemented, focusing on the load carrying capacity and ductility improvement of the strengthened RC member. The result demonstrates that the load carrying capacity of the RC member, even strengthened with a plain SHCC layer, can be improved from that of the RC member with strengthening using a steel-reinforced FRM layer, and the ductility of the RC member with strengthening using a steel-reinforced SHCC layer is significantly improved from that of the RC member with strengthening using plain SHCC layer, because the multiple fine cracks in the SHCC layer are obviously increased even with a low-reinforcement-ratio steel bar adopted in the SHCC layer. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aFiber-reinforced concrete. =700 1\$aLiu, Cheng,$eauthor. =700 1\$aLu, Weihua,$eauthor. =700 1\$aXie, Haibo,$eauthor. =700 1\$aPeng, Hui,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170439.htm =LDR 02994nab a2200433 i 4500 =001 JTE20160441 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160441$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160441$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a620.13623$223 =100 1\$aAdiguzel, Deniz,$eauthor. =245 10$aDetermination of Optimal Aggregate Blending to Prevent Alkali-Silica Reaction Using the Mixture Design Method /$cDeniz Adiguzel, Atac Bascetin, Sukru Alp Baray. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAlkali-silica reaction (ASR) can cause serious cracking in concrete. The best method in order to avoid the occurrence of ASR is the non-use of reactive aggregate in concrete production. However, reactive aggregates in quarries must be used for the sustainable usage of resources. Therefore, a more practical approach is to identify the optimal blending of such aggregates, which can be achieved through the use of the Design of Experiment-Mixture Design Method (DOE-MD). In this study, empirical approaches that can be used for ASR estimation are suggested using DOE-MD in a quarry that produces concrete aggregate and has reactive and nonreactive aggregate resources in terms of ASR and by determining aggregate mixing ratios that do not create risk in terms of ASR. The quarry in question has three different regions, which are in terms of the type of aggregate available. As a result, the aggregate from Region 2 should be used at 19 % (Region 3: 81 %) in the mixture with aggregate from Region 3. The aggregate from Region 1 should not be mixed with the aggregate from Region 2 and should be used at most at 14 % (Region 3: 86 %) in the mixture with the aggregate from Region 3. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aConcrete$xDeterioration. =650 \0$aAlkali-aggregate reactions. =700 1\$aBascetin, Atac,$eauthor. =700 1\$aBaray, Sukru Alp,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160441.htm =LDR 03312nab a2200409 i 4500 =001 JTE20170319 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170319$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170319$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT57 =082 04$a511.313$223 =100 1\$aK?rbas, Ufuk,$eauthor. =245 10$aDetermination of Pavement Performance Thresholds for Comfortable Riding on Urban Roads /$cUfuk K?rbas, Mustafa Karasahin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWhole body vibration (WBV) exposure inside vehicles during transportation affects the driver and passengers adversely, particularly in terms of comfort, health, safety, etc. The main causes of the WBV to which the driver and passengers are exposed are the mechanical structure of the vehicle and road pavements. This study aimed to investigate the relationships between the current performance of pavements and ride comfort for standard passenger cars on urban hot mix asphalt-paved roads, and to specify the threshold values for the pavement condition index (PCI) according to comfort criteria recognized by current standards. For this purpose, PCI values were identified according to the PAVER system on road sections with various performance levels. Vibration data in a vertical direction were measured as defined by ISO 2631-1, Mechanical Vibration and Shock - Evaluation of Human Exposure to Whole-Body Vibration - Part 1: General Requirements, inside the vehicle on the driver seat at ride (driving) speeds of 20, 30, 40, and 50 km/h on the same road section. Assessing these measurements according to the method described in the same standard, awz values were calculated. Subsequently, the relationships between PCI and awz for each ride speed were mathematically modeled by employing artificial neural network (ANN) and fuzzy logic methods. With the aid of these mathematical models, comfort thresholds were determined for each ride speed within an interval of 0 to 100 PCI. The ANN approach was found to be more successful than the fuzzy logic in evaluating the data. The results were evaluated comparatively. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aFuzzy systems$xMathematical models. =700 1\$aKarasahin, Mustafa,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170319.htm =LDR 02589nab a2200433 i 4500 =001 JTE20170242 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170242$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170242$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS30.5 =082 04$a630.7$223 =100 1\$aWang, Chao-qiang,$eauthor. =245 10$aDetermination of the Effective Calcium Content of Quicklime by Regression Analysis Using the Digestion Temperatures /$cChao-qiang Wang, De-ming Xiong, Chun Zhang, Dan Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis research involved randomly choosing 155 sets of experimental data that were collected from building companies. These sets of data were the result of lime analyses by sucrose titration done within 12 months by the laboratory attendants. The results of this experimental data were then gathered to be analyzed using the linear fitting formula. The results indicate that the analysis can accurately determine quicklime's effective calcium content by regression analysis using the digestion temperatures. In addition, the X-ray diffraction method was used to test the quicklime's calcium content, which verified that the method of linear fitting has good representativeness and practicability. This can greatly optimize the traditional process and has the prospect of being used widely. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aLimestone--Testing. =700 1\$aXiong, De-ming,$eauthor. =700 1\$aZhang, Chun,$eauthor. =700 1\$aWang, Dan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170242.htm =LDR 03258nab a2200409 i 4500 =001 JTE20170136 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170136$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170136$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a620.1127$223 =100 1\$aSon, Moorak,$eauthor. =245 10$aDevelopment and Validation of an NDT Based on Total Sound Signal Energy /$cMoorak Son, Moojun Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study proposes a new nondestructive testing (NDT) method for assessing the compressive strength of various materials. The method is based on the total sound signal energy, which is determined using the sound signal generated from impacting an object. A device was devised to generate an impact sound with a test object using a rotating, freefalling impact ball and subsequent repetitive impacts from the rebound action. First, to validate the method, soil cement, cement paste, pine wood, shale, and granite specimens were tested to examine the correlation between the direct compressive strength and the total sound signal energy. Next, the method was applied to a number of concrete test specimens with various sizes and strengths. The test results of the concrete specimens showed a direct relationship between the direct compressive strength and the total sound signal energy, which was dependent on the size of the specimen. Correlation equations between the total sound signal energy and the direct compressive strength were determined for different specimen sizes through regression analysis. The equations were then used to estimate the concrete compressive strength and validate the method. Statistical analysis indicated that the estimated compressive strength determined by the total sound signal energy quite reliably agreed with the directly measured compressive strength, regardless of the specimen size. It is expected that the new NDT method will play a meaningful role in nondestructively estimating the compressive strength of various materials in the future, including concrete. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aNondestructive testing. =700 1\$aKim, Moojun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170136.htm =LDR 03442nab a2200421 i 4500 =001 JTE20170150 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170150$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170150$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.85$223 =100 1\$aKaneko, Masahito,$eauthor. =245 10$aEffect of Impact Energy in ESSO Test (Part 3: Experimental Validation for New Validity Criteria of Impact Condition Giving Constant Evaluation in ESSO Test) /$cMasahito Kaneko, Tomoya Kawabata, Shuji Aihara. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn our second report, whether the impact had an important effect on the results or not depended on the critical condition that was proposed by calculating the ratio of the values of Kd both for where impact was considered and where it was not considered. This proposal was shown as a look-up figure where "effect" or "no effect" conditions were shown as regions illustrated on a graph, revealing the relationship between nondimensional impact energy and arrested crack length. In order to validate the criteria included in this proposal, some experiments under high impact energy conditions were carried out by using a steel plate with a known value of brittle crack arrest toughness under ordinary conditions. The experiments were conducted near the critical boundary that divides the area of "affect" and that of "not affect" on the evaluation. It was found that the experimentally evaluated plots closely followed the relationship of existing properties under low impact energy conditions of the same material on the Arrhenius plot. Hence, the proposed validity criteria can be interpreted as being made on the safe side. In addition, if the impact energy is larger than the specified condition, it may have an important effect on the test results. In this case, the results have to be treated as reference data in spite of being an expensive test. However, these criteria can only be determined after actual testing because the criteria include arrested crack length. Therefore, the authors also tried to make a simple recommendation for obtaining valid data that can be investigated before ESSO tests and without the effect of impact. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aAsphalt$xTesting. =700 1\$aKawabata, Tomoya,$eauthor. =700 1\$aAihara, Shuji,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170150.htm =LDR 03262nab a2200445 i 4500 =001 JTE20170406 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170406$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170406$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN23 =082 04$a622.23$223 =100 1\$aHamzaban, Mohammad-Taghi,$eauthor. =245 10$aEffect of Pin Speed on Cerchar Abrasion Test Results /$cMohammad-Taghi Hamzaban, Behnam Karami, Jamal Rostami. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAbrasive properties of rocks affect tool selection and design of rock excavation machines as well as their productivity and operational costs. The Cerchar test is a simple and commonly used method of measuring rock abrasion. The current article focuses on the effect of pin sliding speed on the Cerchar abrasion index. For this study, Cerchar tests were conducted on seven mono-mineral rock samples with different pin speeds. The results showed that the variation of pin speed could affect the wear of the pin tip. However, the effect is not uniform and depends on the hardness of rocks and pins. The changes in the pin speed can change the pin penetration into the sample surface as well. Harder pins penetrate deeper into the sample surface. However, the difference between harder and softer pins decreases with an increase in pin speed. Pin tip penetration into the sample surface is not changed by its sliding speed in hard samples such as quartz. Accordingly, a new parameter was introduced: the ratio of the volume of rock removed by scratch to the volume of pin tip wear. This ratio is called scratch volume to wear ratio (SVWR) and is used to determine the optimum pin motion speed in various conditions. The optimum pin speed could also be used as a guide to determine the optimum speed of cutting tools on rock surfaces in practical conditions. A new abrasion classification system was introduced based on SVWR and showed that it could be used regardless of pin hardness. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aRock-drills$xTesting. =650 \0$aJet cutting. =650 \0$aHydraulic mining. =700 1\$aKarami, Behnam,$eauthor. =700 1\$aRostami, Jamal,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170406.htm =LDR 03228nab a2200481 i 4500 =001 JTE20170371 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170371$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170371$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.7 =082 04$a620.11$223 =100 1\$aJi, Jing,$eauthor. =245 10$aEffect of Post-Fire Curing on the Compressive Properties of Fire-Damaged Ultra-High Toughness Cementitious Composites /$cJing Ji, Dianyou Yu, Liangqin Jiang, Zhichao Xu, Yingchun Liu, Shilong Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAfter exposure to fire or high temperatures, the post-fire curing methods have a significant effect on the mechanical properties of concrete material. In present research, the influence of post-fire curing methods on the mechanical properties of fire-damaged ultra-high toughness cementitious composites (UHTCC) was investigated. A heating temperature up to 800°C, lasting for 2 hours, was adopted to simulate the fire damage, after which the heated specimens were subjected to three types of cooling regimes (i.e., cooling in air, quenching in water for 5 minutes, and quenching in water for 30 minutes). The quenched specimens were then cured in air for 1 hour, 1 day, 7 days, and 28 days. It was found that quenching in water helped the recovery of the compressive properties of UHTCC, and the extent of recovery increased with the quenching time as well as the post-exposure curing age. The microstructural characterization of UHTCC was also examined before and after exposure using scanning electron microscopy. The pore size distribution was obtained by the mercury intrusion porosimetry analysis. Results from the microscopic observations well explained the mechanical properties of post-exposure UHTCC specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aSurfaces (Technology)$xTesting. =650 \0$aOptical measurements. =650 \0$aSurfaces (Technology)$xAnalysis. =700 1\$aYu, Dianyou,$eauthor. =700 1\$aJiang, Liangqin,$eauthor. =700 1\$aXu, Zhichao,$eauthor. =700 1\$aLiu, Yingchun,$eauthor. =700 1\$aZhang, Shilong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170371.htm =LDR 03447nab a2200433 i 4500 =001 JTE20170648 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170648$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170648$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA444 =082 04$a620.137$223 =100 1\$aSahu, Raghvendra,$eauthor. =245 10$aEffect of Waste Human Hair Fibers on Shear Behavior of Sand in Dry and Saturated Conditions /$cRaghvendra Sahu, Ramanathan Ayothiraman, G. V. Ramana. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSoil reinforcement using natural fibers has been successfully employed in different projects. Among the natural fibers, the use of waste human hair fibers as a reinforcing material can be the solution for sustainable development. This study presents characterization of human hair fiber-reinforced sand using direct shear tests under dry and saturated conditions. Tests were conducted in three series: (i) Test Series-1: using unsorted human hair fibers (as collected from barber shops) under dry conditions, (ii) Test Series-2: using unsorted human hair fibers under saturated conditions, and (iii) Test Series-3: sorted fibers with lengths of 10, 15, and 20 mm to examine the effect of fiber length when under saturated conditions of sand. All test specimens were prepared at 80 % relative density. Initially, experiments were carried out on dry sand with fiber reinforcement up to 2.0 % by weight of sand. Under saturated conditions, the percentage of fiber content was restricted up to 1.0 %, as formation of fiber clusters was noticed beyond 1.0 %. Under saturated conditions, specimens were prepared with initial moisture content ranging from 1.0-3.0 % by weight of soil for easy homogeneous mixing and then saturated. It is found that the reinforcement using human hair fibers significantly affects the shear behavior of dry sand. However, under saturated conditions, the human hair fiber reinforcement is able to sustain shear strength parameters similar to unreinforced sand, even though these parameters are likely to reduce. The use of unsorted fibers as reinforcement is more beneficial than that the use of the sorted fibers of uniform length. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aShear (Mechanics) =650 \0$aEngineering design. =700 1\$aAyothiraman, Ramanathan,$eauthor. =700 1\$aRamana, G. V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170648.htm =LDR 02676nab a2200421 i 4500 =001 JTE20170343 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170343$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170343$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519.24$223 =100 1\$aPak, Abbas,$eauthor. =245 10$aEstimating the Parameters of Normal Distribution from Imprecise Data /$cAbbas Pak, Mohammad Reza Mahmoudi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn the literature, conventional statistical analyses of normal distribution are provided by using precise. However, in real-world situations, the results of an experimental performance can not always be in the form of exact numbers, and the measurements may be described by means of fuzzy samples. In this article, assuming that the available data are reported by fuzzy values, we extend the classical procedures of the estimation for the two-parameter normal distribution. First, we use a Newton-Raphson method to determine maximum likelihood estimates of parameters. Then, an approximation based on the Laplace approximation is used to calculate the Bayes estimates of the unknown parameters. Also, to compute the moment estimates of the parameters, an iterative numerical procedure is proposed. Finally, simulation studies are conducted in order to evaluate the performances of the proposed estimators and an analysis of one real data set is provided. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aDistribution (Probability theory) =650 \0$aMultivariate analysis. =700 1\$aMahmoudi, Mohammad Reza,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170343.htm =LDR 03209nab a2200469 i 4500 =001 JTE20170080 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170080$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170080$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ111 =082 04$a500$223 =100 1\$aLiu, Lulu,$eauthor. =245 10$aExperimental Analysis on the Mechanical Properties of Saturated Silty Mudstone under Frozen Conditions /$cLulu Liu, Xiaoyan Liu, Zhe Li, Zhaoming Yao, Guojun Cai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe mechanical properties (compressive peak strength and axial strain at peak strength) of frozen saturated silty mudstone are key parameters for the safety assessment of coal mine shafts during construction. However, the experimental data on such mechanical properties are limited. In order to derive much more accurate and economic results, in the present study, a series of uniaxial compressive tests were conducted on frozen saturated silty mudstone using temperature conditions of -10°C, -15°C, -20°C, and -25°C and loading rates of 0.2, 0.4, 0.6, and 0.8 MPa/s. The analysis of a number of experimental results showed that the compressive peak strength of saturated silty mudstone was related parabolically to temperature. On the other hand, the axial strain at peak strength was related linearly to temperature. The compressive peak strength of saturated silty mudstone was relatively small in comparison to saturated sandstone and saturated coal rock. Based on the experimental results, an empirical prediction model equation was established to describe the relationship between compressive peak strength, axial strain at peak strength, temperature, and loading rate, which will provide important reference values for mine shaft freezing construction when a water-bearing rock stratum exists. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aFrozen shrimp. =650 \0$aFishery products$xPreservation. =650 \0$aMacrobrachium rosenbergii. =700 1\$aLiu, Xiaoyan,$eauthor. =700 1\$aLi, Zhe,$eauthor. =700 1\$aYao, Zhaoming,$eauthor. =700 1\$aCai, Guojun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170080.htm =LDR 03789nab a2200445 i 4500 =001 JTE20170277 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170277$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170277$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA775 =082 04$a624.151363$223 =100 1\$aLei, Huayang,$eauthor. =245 10$aExperimental Evaluation of Consolidation Behavior of Double-Layer Soft Soil Ground /$cHuayang Lei, Qian Ren, Yan Jiang, Mingjing Jiang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aDouble-layer grounds are characterized by one layer of soft soil on the top of another, which are frequently encountered in land reclamation projects in China. Consolidation behavior of the double-layer grounds is complicated compared with that of single-layer soil because of the complex drainage conditions that exist between two soil layers and the different consolidation properties of the two soils. The consolidation behavior of the double-layer ground becomes more complicated when it is subjected to a surcharge preloading. Therefore, it is necessary to understand the consolidation behavior of individual soils that make up the double-layer ground as well as the double-layer ground as a whole. In this article, double-layer specimens were prepared to simulate double-layer grounds, which include an upper layer clay with high plasticity and a lower layer clay with low plasticity. Consolidation tests were performed on both single-layer specimens and double-layer specimens using a modified consolidation test device. The influences of surcharge ratio and surcharge preloading duration on the consolidation behavior of double-layer ground, such as consolidation settlement and consolidation rates, were studied in addition to the influence of the thickness ratio (i.e., the ratio of the thickness of the upper layer of soil to the lower layer of soil). The experimental results show that a longer surcharge preloading duration could reduce the time needed to complete the rebound of the double-layer ground. The secondary consolidation settlement of double-layer ground can be reduced by increasing either the surcharge ratio or surcharge preloading duration. In addition, an increase in the thickness ratio could result in an increase in the primary consolidation settlement and a decrease in the consolidation rate. However, the effect of the thickness ratio on the consolidation settlement and the consolidation rate gradually decreased with the increase in the thickness ratio. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aGeosynthetics. =650 \0$aSoil stabilization. =700 1\$aRen, Qian,$eauthor. =700 1\$aJiang, Yan,$eauthor. =700 1\$aJiang, Mingjing,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170277.htm =LDR 03610nab a2200481 i 4500 =001 JTE20170330 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170330$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170330$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQH509 =082 04$a574.875$223 =100 1\$aTan, Minggao,$eauthor. =245 10$aExperimental Investigation of Unsteady Characteristics in a Single-Channel Pump /$cMinggao Tan, Jinsheng Feng, Houlin Liu, Jian Ding, Zhipeng Zhu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSingle-channel pumps are a specific type of centrifugal pump that is widely used in the sewage treatment of raw wastewater and effluent pumping applications. In single-channel pumps, the rotor-stator interactions may generate unbalanced pressures that change during one impeller revolution. A specific experiment rig was constructed to investigate the unsteady characteristics synchronously, including energy performance, head pulsation, pressure pulsation, and radial force. It was found that the difference between the maximum and minimum head was greater than 5 m under all flow rates during a rotation period. With the increase of the flow rate, the head reached its minimum value slowly and achieved its maximum value more quickly. The static pressure distribution at the impeller outlet was the most uniform at 1.0Qd. The high-pressure region located initially downstream of the tongue gradually moved toward the upstream end of the tongue with an increase in the flow rate. When the blade outlet goes through the tongue, the pressure pulsation appears at its peak at the eighth cross section of the volute. The peak position moves toward the upstream with the rotation of the impeller. In the single-channel pumps, the absolute pressure pulsation achieved its peak at the blade passing frequency, and the pressure pulsation amplitude for fBPF varied gradually with an increase in the flow rate. The radial force reached a minimum value near the optimal efficiency point and its direction was mostly downstream of the tongue. To meet the hydraulic balance of the impeller, it was suggested that a balance piece be adapted to counteract the radial force. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aIon channels. =650 \0$aIon-permeable membranes. =650 \0$aIon flow dynamics$xMeasurement. =650 \0$aIon channels$xResearch$xMethodology. =700 1\$aFeng, Jinsheng,$eauthor. =700 1\$aLiu, Houlin,$eauthor. =700 1\$aDing, Jian,$eauthor. =700 1\$aZhu, Zhipeng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170330.htm =LDR 03561nab a2200469 i 4500 =001 JTE20170357 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170357$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170357$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ260 =082 04$a621.18$223 =100 1\$aPerumal Venkatesan, Elumalai,$eauthor. =245 10$aExperimental Investigation on Lemongrass Oil Water Emulsion in Low Heat Rejection Direct Ignition Diesel Engine /$cElumalai Perumal Venkatesan, Annamalai Kandhasamy, Lingesan Subramani, Arularasu Sivalingam, Appuraja Senthil Kumar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article discusses the experimental investigation of a new biofuel (lemongrass oil) feedstock as an alternative fuel. The subject has not drawn much attention among the fraternity of researchers. So far, an exploration for a new biofuel feedstock has resulted in demonstrating lemongrass oil (LGO) as an alternative energy source. Nickel-chromium-zirconium coating on piston, inlet, and exhaust valves is achieved using a plasma spray method. The coated engine has been tested with a constant level of neat diesel and varying proportions of 5, 10, and 15 percent of LGO-water emulsion; its properties have been analyzed per the ASTM standards. The considered test fuel was experimentally investigated in a single cylinder diesel engine at 1,500 rpm for its performance, combustion, and emission characteristics. Among the different mixtures, a fuel mixture of LGWM1 (LGO of 94 %, water of 5 %, span 80 of 0.5 %, and tween 80 of 0.5 %) profile had similar properties to diesel fuel, resulting in a higher thermal efficiency and a lower hydrocarbon, carbon monoxide emission. However, oxides of nitrogen and carbon dioxide emission were comparatively higher for the test fuel considered. The cylinder pressure and heat release rate curves show a slight increase at the full load condition as compared with diesel fuel. Against the background of continuous fossil fuel depletion, the fuel blend of LGWM1 (LGO of 94 %, water of 5 %, span 80 of 0.5 % and tween 80 of 0.5 %) acts as a promising alternative fuel for further research work. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aSteam power plants$xCooling. =650 \0$aWaste heat. =650 \0$aHeat$xTransmission. =700 1\$aKandhasamy, Annamalai,$eauthor. =700 1\$aSubramani, Lingesan,$eauthor. =700 1\$aSivalingam, Arularasu,$eauthor. =700 1\$aSenthil Kumar, Appuraja,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170357.htm =LDR 02689nab a2200469 i 4500 =001 JTE20170308 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170308$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170308$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE471.3 =082 04$a624.1$223 =100 1\$aZhang, Ning,$eauthor. =245 10$aExperimental Studies on the Basic Friction Angle of Planar Rock Surfaces by Tilt Test /$cNing Zhang, Charlie C. Li, Aizhong Lu, Xuguang Chen, Dejun Liu, Erhao Zhu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (28 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe basic friction angle is a basic parameter for estimating the shear strength of rock discontinuities. The value of the basic friction angle can be determined using the tilt test. There are still no standard methods for such a test. Thus, the values from different researchers usually differ significantly for the same rock type. In this work, a number of tilt tests were conducted on core-based samples under different conditions. In this study, 33 different rock types and 53 groups of samples were collected, and more than 6,600 valid tilt tests were conducted. Based on the test results, some issues that may affect the value of the basic friction angle are discussed. This work may contribute to the present studies on the basic friction angle by tilt test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aShear (Mechanics)$xTesting. =650 \0$aStrength of materials$xTesting. =700 1\$aLi, Charlie C.,$eauthor. =700 1\$aLu, Aizhong,$eauthor. =700 1\$aChen, Xuguang,$eauthor. =700 1\$aLiu, Dejun,$eauthor. =700 1\$aZhu, Erhao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170308.htm =LDR 03228nab a2200433 i 4500 =001 JTE20170442 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170442$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170442$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA730 =082 04$a624.152$223 =100 1\$aLu, Ye,$eauthor. =245 10$aFull-Scale Load Testing of 75-90-m-Long Post-Grouted Drilled Shafts in Suzhou Stiff Clay /$cYe Lu, Yong Tan, Hongliang Lan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (26 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article evaluates the effects of post-grouting on axial behavior of long drilled shafts in stiff clay. Static axial compression and tension load tests were conducted on four ungrouted and six post-grouted shafts to investigate the effects of post-grouting on axial capacity and load-transfer mechanism. After post-grouting, axial capacity increased more than 100 %. Prior to failure, the relationship between the normalized axial load Q/Qmax and shaft head displacement ?/D was nonlinear for ungrouted shafts. Compared with cases presented in the literature, much greater shaft displacements were required to mobilize shaft tip resistance and skin resistance, indicating a softer load-displacement response. The contribution of tip resistance to the overall load capacity was small for both ungrouted and post-grouted shafts because of their length. Shaft load capacity was significantly underestimated by the standard penetration test (SPT)-based method and ?-method and was more reasonably estimated by the ?-method. The cone penetration test (CPT) direct method yielded generally reliable predictions of skin resistance mobilized in the upper stiff clay soils; however, this method significantly underestimated skin resistance in the underlying very stiff to hard clay layers. Considering uncertainties in current design methods, results of this study suggest that field load tests are needed prior to construction to obtain site-specific design parameters. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aShafts (Excavations) =650 \0$aFoundations$xDesign and construction. =700 1\$aTan, Yong,$eauthor. =700 1\$aLan, Hongliang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170442.htm =LDR 02510nab a2200481 i 4500 =001 JTE20170341 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170341$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170341$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1077 =082 04$a621.89$223 =100 1\$aKhuu, Hung,$eauthor. =245 10$aImproving ASTM D445, the Manual Viscosity Test, by Video Recording /$cHung Khuu, Nay Yee, Albert Butterfield, Mark Meiser, Tao Wei, Alexander Gutsol, Michael Moir. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aVideo recording of the manual version of the ASTM D445, Standard Test Method for Kinematic Viscosity of Transparent and Opaque Liquids (and Calculation of Dynamic Viscosity), effectively automated this method, resolved ergonomic concerns, reduced chemical exposure of an operator, drastically reduced probability of errors of the operator, significantly improved productivity, and simplified the analyst training process and work turnover. The accuracy of results is acceptable from the standpoint of the ASTM D445 method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aLubricating oils$xTesting$xStandards. =650 \0$aLubricating oils$xViscosity$xStandards. =700 1\$aYee, Nay,$eauthor. =700 1\$aButterfield, Albert,$eauthor. =700 1\$aMeiser, Mark,$eauthor. =700 1\$aWei, Tao,$eauthor. =700 1\$aGutsol, Alexander,$eauthor. =700 1\$aMoir, Michael,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170341.htm =LDR 02707nab a2200409 i 4500 =001 JTE20170302 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170302$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170302$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN853 =082 04$a665.5388$223 =100 1\$aYang, Zhen,$eauthor. =245 10$aInfrared Spectroscopy Analysis of the Blending of Virgin and RAP Binders in Hot Recycled Asphalt Mixture with CTBN as Tracer /$cZhen Yang, Wei Xu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study conducted an infrared analysis of a recycled asphalt mixture that contains a high percentage of reclaimed asphalt pavement (RAP) and uses carboxyl-terminated butadiene acrylonitrile (CTBN), which has an absorption peak at 2,238 cm-1, as a tracer in the virgin asphalt. The infrared spectroscopy results of the asphalt test specimens containing 1-15 wt. % of CTBN indicated that 5 wt. % virgin asphalt is most appropriate. Infrared spectroscopy was performed on specimens of recycled asphalt mixture that contained 45 % RAP, and a statistical analysis was performed on the results. The results indicated that the virgin and RAP asphalt binders were not completely mixed, as is typically assumed. The blending degree of the virgin binder and RAP binder in the outer layer of the RAP aggregate particles was higher than that in the inner layer. The blending degree is inhomogeneous and has a three-dimensional hierarchy that depends on the depth and location of the asphalt mastic membrane over the aggregate. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aAsphalt$xMixing. =700 1\$aXu, Wei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170302.htm =LDR 03169nab a2200409 i 4500 =001 JTE20170186 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170186$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170186$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS195.2 =082 04$a688.8$223 =100 1\$aBatt, Gregory,$eauthor. =245 10$aLaboratory Simulation of Dynamic Compressive Forces Experienced by a Package during Transport /$cGregory Batt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe objective of laboratory performance testing is to simulate the packaged product distribution environment, reproducing the hazards and associated damage potential that packaged products will encounter. Simulating the dynamic compressive forces that occur between unit loads or stacked packaged products while undergoing vehicle transport can be time consuming and expensive. In some cases, the number of test specimens required to complete a full unit load or stack of packaged products are not available for testing. For this reason, industry-accepted test standards allow for the use of a single box and an equivalent dead load in place of a full stack of packaged products for vibration testing. In this study, a device is designed and validated to record the dynamic compressive forces created by a stack of corrugated boxes. Various experiments are conducted, recording the dynamic compressive forces that occur from stacks of packages for comparison to a single package with a dead load. The dynamic compression response is used to drive a vibration table with the force-measuring device serving as the control feedback sensor. It is concluded that the use of a dead load does not reproduce the same damage potential as a stack of packages when acceleration is used to drive and control a vibration table. However, the use of a dead load is an efficient and economical way to test dynamic compression of corrugated fiberboard packages if force, rather than acceleration, is used to drive the vibration table. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aPackaging. =650 \0$aPackaging$xTesting. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170186.htm =LDR 03662nab a2200493 i 4500 =001 JTE20170620 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170620$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170620$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTG326 =082 04$a624.252$223 =100 1\$aZai, Behzad Ahmed,$eauthor. =245 10$aLow-Velocity Impact Characterization of Fiber-Reinforced Composites with Hygrothermal Effect /$cBehzad Ahmed Zai, M. A. Khan, M. K. Park, Majid Shahzad, M. A. Shahzad, Salman Nisar, S. Z. Khan, Kamran Khan, Aqueel Shah. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this article, low-velocity impact characteristics of UHN125C carbon fiber/epoxy composite, including unidirectional (0°), cross-directional (0°/90°), and quasi-isotropic layups, were experimentally measured. The effect of the fiber orientation angle and stacking sequences on impact force and induced strain were measured via an instrumented drop-weight apparatus with special concern for the moisture absorption effect. Dried specimens were immersed in distilled water for a certain period of time to absorb water for intermediate and saturated moisture content. It was observed that the impulse was reduced with the increase in moisture content; on the other hand, strain increased with moisture, as measured by DBU-120A strain-indicating software (MADSER Corp., El Paso, TX). Impact damage is widely recognized as one of the most detrimental damage forms in composite laminates because it dissipates the incident energy by a combination of matrix damage, fiber fracture, and fiber-matrix debonding. Therefore, it is extremely important to know the impact strength of a structure, especially for applications in industries such as aerospace, ship design, and some other commercial applications. The use of composite materials in engineering applications is increasing rapidly because they have higher strength-to-weight ratios than metals. The strength, stiffness, and, eventually, the life of composite materials are affected more than conventional materials by the presence of moisture and temperature. Thus, it is necessary to analyze the response of composites in a hydrothermal environment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aFibe$xreinforced concrete. =700 1\$aKhan, M. A.,$eauthor. =700 1\$aPark, M. K.,$eauthor. =700 1\$aShahzad, Majid,$eauthor. =700 1\$aShahzad, M. A.,$eauthor. =700 1\$aNisar, Salman,$eauthor. =700 1\$aKhan, S. Z.,$eauthor. =700 1\$aKhan, Kamran,$eauthor. =700 1\$aShah, Aqueel,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170620.htm =LDR 03078nab a2200433 i 4500 =001 JTE20160595 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160595$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160595$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS156.2 =082 04$a620$223 =100 1\$aKumar, Kamlesh,$eauthor. =245 10$aMachine Repair System with F-Policy, Two Unreliable Servers, and Warm Standbys /$cKamlesh Kumar, Madhu Jain, Chandra Shekhar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (23 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis investigation deals with machine repair problems with F-policy and a repair facility that has two unreliable servers and the provision of warm standbys. F-policy implies that when the number of failed machines reaches a maximum capacity K of the system, the next arrival of failed machines is not allowed into the system until the number of failed machines again decreases to a fixed level F. The first server repairs the failed machines as soon as they fail, but the second server starts the repair service only when there are more than a prespecified number of failed machines available in the system to minimize the work load of failed machines in the system. Both servers may be broken down during the repair of failed machines and, after repair, again return to the system for service to the failed machines. We developed a Markov model for the machine repair problem, which consists of the combination of operating and standby machines using the birth-death process. The matrix method is employed to determine the transient probabilities of the number of failed machines in the system, throughput of the system, and some other performance measures. The cost function is also provided for the determination of optimal service rates to depict the system utility at optimum cost. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aMachine parts$xMaintenance and repair. =650 \0$aEngineering inspection$xAutomation. =700 1\$aJain, Madhu,$eauthor. =700 1\$aShekhar, Chandra,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160595.htm =LDR 03252nab a2200397 i 4500 =001 JTE20170353 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170353$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170353$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN853 =082 04$a665.5388$223 =100 1\$aEasa, Said M.,$eauthor. =245 10$aNew Design Method of Asphalt Mixtures Considering Uncertainty /$cSaid M. Easa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (22 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe existing methods of asphalt mixture design are deterministic and rely only on the means of design parameters, such as unit weight and volumetric properties. This article presents a new design method of asphalt mixtures that considers the uncertainties of the measured properties and the calculated design parameters, represented by the coefficient of variation (CV). The uncertainties of the measured properties (typically CV < 1 %) propagate through the calculations and could result in high uncertainties in the calculated design parameters (e.g.,CV > 40 %) that make them unreliable. The proposed method is developed in the context of the Marshall mix-design method and is applicable to the Superior Performing Asphalt Pavements method with minor modifications. The Taylor series expansion was used to develop the moments (mean and standard deviation) and CV of the calculated design parameters. The developed formulas were verified using Monte Carlo simulation. Criteria for sample acceptance are then presented based on the uncertainties of the design parameters. The uncertainty information is then used to establish confidence intervals for the design parameters, determine the optimum asphalt content, and compare the results with project specifications. Sensitivity analysis of the mix-design parameters is conducted, and practical implications are discussed. Numerical examples are presented to demonstrate the application of the proposed method. The proposed method takes the design of asphalt mixtures one step further toward a reliable performance-based design. As such, the method should be of interest to pavement engineers and practitioners. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aAsphalt$xMixing. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170353.htm =LDR 02750nab a2200409 i 4500 =001 JTE20170393 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170393$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170393$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD453.3 =082 04$a541$223 =100 1\$aMeng, Hao,$eauthor. =245 10$aNovel Method for Evaluating Three-Dimensional Surface Roughness Based on Grey Relational Analysis /$cHao Meng, Guozhong Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aEvaluation of surface roughness is of great importance in the manufacturing industry, as the surface roughness of a workpiece affects its surface quality considerably as well as its function. 3D surface roughness can reflect the microtopography of the surface profile more comprehensively than 2D parameters can. In 3D surface roughness evaluation, finding an appropriate reference surface is of the utmost importance. In this article, a grey reference surface obtained by grey self-adaptive weighted mean-filtering based on grey relational analysis is proposed to evaluate 3D surface roughness. The primary sampling data of the measured surface need not obey typical distributions, so surface profile can be evaluated with fewer data. Using sample analysis, the grey reference surface is well consistent with the Gaussian reference surface, showing a maximum relative error of merely 0.05 % between the former and the latter. Their evaluation results for surface roughness are in agreement. A grey reference surface can be used as one of the complements of a Gaussian reference surface. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aGaussian. =700 1\$aLiu, Guozhong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170393.htm =LDR 06643nab a2200421 i 4500 =001 JTE20160416 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160416$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160416$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC754.2.M3 =082 04$a538$223 =100 1\$aPan, Jiajing,$eauthor. =245 10$aNumerical Study on the Leakage Magnetic Field of Transverse Defect on T-Joint Fillet Weld /$cJiajing Pan, Lijun Yang, Hang Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA 3D finite element method model is established for yoke-magnetization detection of a transverse defect on T-joint fillet weld and solved by the finite element software ANSOFT Maxwell (ANSYS, Canonsburg, PA). The leakage magnetic field around the transverse defect is obtained. The relationship between the width of transverse defect and leakage magnetic field signals is identified. The researchers found that the tangential component of magnetic flux leakage density,BX1, tends to be a parabolic distribution and reaches the maximum value near the center of the defect along the length direction. WhileBX1shows a bimodal distribution, featuring two peaks near the edge of the defect and one peak valley at the center along the width direction, the normal component of magnetic flux leakage density,BZ1, is very different than that ofBX1along the width direction, presenting an approximate N-shape as a whole. The leakage magnetic field signals of the transverse defect on the fillet weld of the T joint will decay obviously when the scanning line is perpendicular to the weld surface over 0.5mm. The results of numerical simulation can provide a theoretical foundation to detect and characterize various defects in the fillet weld.A 3D finite element method model is established for yoke-magnetization detection of a transverse defect on T-joint fillet weld and solved by the finite element software ANSOFT Maxwell (ANSYS, Canonsburg, PA). The leakage magnetic field around the transverse defect is obtained. The relationship between the width of transverse defect and leakage magnetic field signals is identified. The researchers found that the tangential component of magnetic flux leakage density,BX1, tends to be a parabolic distribution and reaches the maximum value near the center of the defect along the length direction. WhileBX1shows a bimodal distribution, featuring two peaks near the edge of the defect and one peak valley at the center along the width direction, the normal component of magnetic flux leakage density,BZ1, is very different than that ofBX1along the width direction, presenting an approximate N-shape as a whole. The leakage magnetic field signals of the transverse defect on the fillet weld of the T joint will decay obviously when the scanning line is perpendicular to the weld surface over 0.5mm. The results of numerical simulation can provide a theoretical foundation to detect and characterize various defects in the fillet weld.A 3D finite element method model is established for yoke-magnetization detection of a transverse defect on T-joint fillet weld and solved by the finite element software ANSOFT Maxwell (ANSYS, Canonsburg, PA). The leakage magnetic field around the transverse defect is obtained. The relationship between the width of transverse defect and leakage magnetic field signals is identified. The researchers found that the tangential component of magnetic flux leakage density,BX1, tends to be a parabolic distribution and reaches the maximum value near the center of the defect along the length direction. WhileBX1shows a bimodal distribution, featuring two peaks near the edge of the defect and one peak valley at the center along the width direction, the normal component of magnetic flux leakage density,BZ1, is very different than that ofBX1along the width direction, presenting an approximate N-shape as a whole. The leakage magnetic field signals of the transverse defect on the fillet weld of the T joint will decay obviously when the scanning line is perpendicular to the weld surface over 0.5mm. The results of numerical simulation can provide a theoretical foundation to detect and characterize various defects in the fillet weld.A 3D finite element method model is established for yoke-magnetization detection of a transverse defect on T-joint fillet weld and solved by the finite element software ANSOFT Maxwell (ANSYS, Canonsburg, PA). The leakage magnetic field around the transverse defect is obtained. The relationship between the width of transverse defect and leakage magnetic field signals is identified. The researchers found that the tangential component of magnetic flux leakage density,BX1, tends to be a parabolic distribution and reaches the maximum value near the center of the defect along the length direction. WhileBX1shows a bimodal distribution, featuring two peaks near the edge of the defect and one peak valley at the center along the width direction, the normal component of magnetic flux leakage density,BZ1, is very different than that ofBX1along the width direction, presenting an approximate N-shape as a whole. The leakage magnetic field signals of the transverse defect on the fillet weld of the T joint will decay obviously when the scanning line is perpendicular to the weld surface over 0.5mm. The results of numerical simulation can provide a theoretical foundation to detect and characterize various defects in the fillet weld. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aMagnetic fields. =700 1\$aYang, Lijun,$eauthor. =700 1\$aLi, Hang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160416.htm =LDR 02610nab a2200397 i 4500 =001 JTE20170461 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170461$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170461$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ175 =082 04$a501$223 =100 1\$aMahmoudi, Mohammad Reza,$eauthor. =245 10$aOn Comparing Two Dependent Linear and Nonlinear Regression Models /$cMohammad Reza Mahmoudi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aLinear and nonlinear regression models are flexible methods of data analysis that may be appropriate whenever a quantitative response variable is to be examined in relationship to any other explanatory variables. This relationship can be expressed by different models and equations. In some fields, such as in agriculture, biology, hydrology, neural network, and psychology, researchers need to analyze whether the relationship between response variable and predictor variables differ in two fitted models on the same dataset. In other words, we are interested in the comparison of two regression models for a single dataset. In this article, we will use the nonparametric methods to establish hypothesis testing for the equality of two dependent regression models. Then, a simulation study is provided to investigate the performance of the proposed method. Also, the proposed method is applied to compare the different linear, quadratic, cubic, and exponential models that can be fitted on a real dataset. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aHypothesis. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170461.htm =LDR 05962nab a2200445 i 4500 =001 JTE20170118 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170118$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170118$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5549.5.T7 =082 04$a658.3124$223 =100 1\$aTeoh, W. L.,$eauthor. =245 10$aOptimal Designs of EWMA Charts for Monitoring the Coefficient of Variation Based on Median Run Length and Expected Median Run Length /$cW. L. Teoh, J. Y. Lim, Michael B. C. Khoo, Z. L. Chong, W. C. Yeong. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe shape of run-length distribution changes with process shifts. This leads to complexity in interpreting the average run length performance. In this article, we show that the percentiles of the run-length distribution, especially the median run length (MRL), are more intuitive. The 5th and 95th percentiles of the run-length distribution are also provided in order to investigate the variation and spread of the run length. We develop two new optimal-design procedures for the exponentially weighted moving average (EWMA) charts, for monitoring the coefficient-of-variation (CV) squared (EWMA-?2). These include minimization of the out-of-control MRL and the out-of-control expected MRL for deterministic and unknown shift sizes, respectively. Both the zero and steady states are discussed in this article. The optimal EWMA-?2chart is illustrated with real industrial data obtained from a metal sintering process. A comparative study reveals the superiority of the EWMA-?2charts for certain ranges of shifts in the CV.The shape of run-length distribution changes with process shifts. This leads to complexity in interpreting the average run length performance. In this article, we show that the percentiles of the run-length distribution, especially the median run length (MRL), are more intuitive. The 5th and 95th percentiles of the run-length distribution are also provided in order to investigate the variation and spread of the run length. We develop two new optimal-design procedures for the exponentially weighted moving average (EWMA) charts, for monitoring the coefficient-of-variation (CV) squared (EWMA-?2). These include minimization of the out-of-control MRL and the out-of-control expected MRL for deterministic and unknown shift sizes, respectively. Both the zero and steady states are discussed in this article. The optimal EWMA-?2chart is illustrated with real industrial data obtained from a metal sintering process. A comparative study reveals the superiority of the EWMA-?2charts for certain ranges of shifts in the CV.The shape of run-length distribution changes with process shifts. This leads to complexity in interpreting the average run length performance. In this article, we show that the percentiles of the run-length distribution, especially the median run length (MRL), are more intuitive. The 5th and 95th percentiles of the run-length distribution are also provided in order to investigate the variation and spread of the run length. We develop two new optimal-design procedures for the exponentially weighted moving average (EWMA) charts, for monitoring the coefficient-of-variation (CV) squared (EWMA-?2). These include minimization of the out-of-control MRL and the out-of-control expected MRL for deterministic and unknown shift sizes, respectively. Both the zero and steady states are discussed in this article. The optimal EWMA-?2chart is illustrated with real industrial data obtained from a metal sintering process. A comparative study reveals the superiority of the EWMA-?2charts for certain ranges of shifts in the CV.The shape of run-length distribution changes with process shifts. This leads to complexity in interpreting the average run length performance. In this article, we show that the percentiles of the run-length distribution, especially the median run length (MRL), are more intuitive. The 5th and 95th percentiles of the run-length distribution are also provided in order to investigate the variation and spread of the run length. We develop two new optimal-design procedures for the exponentially weighted moving average (EWMA) charts, for monitoring the coefficient-of-variation (CV) squared (EWMA-?2). These include minimization of the out-of-control MRL and the out-of-control expected MRL for deterministic and unknown shift sizes, respectively. Both the zero and steady states are discussed in this article. The optimal EWMA-?2chart is illustrated with real industrial data obtained from a metal sintering process. A comparative study reveals the superiority of the EWMA-?2charts for certain ranges of shifts in the CV. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aPerformance. =700 1\$aLim, J. Y.,$eauthor. =700 1\$aKhoo, Michael B. C.,$eauthor. =700 1\$aChong, Z. L.,$eauthor. =700 1\$aYeong, W. C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170118.htm =LDR 02566nab a2200421 i 4500 =001 JTE20170527 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170527$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170527$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA465 =082 04$a530.8$223 =100 1\$aSabahno, Hamed,$eauthor. =245 10$aPerformance of the Variable Parameters X¯ Control Chart in Presence of Measurement Errors /$cHamed Sabahno, Amirhossein Amiri, Philippe Castagliola. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this article, we investigate the effect of measurement errors on the performance of the VP (Variable Parameters) X, ¯, , , , , control chart. After introducing the VP scheme for the X, ¯, , , , , chart with measurement errors, we evaluate the chart performance by using the average time to signal criterion, and we investigate the effect of measurement errors on the chart's performance through extensive numerical studies. In addition, we investigate the effect of multiple measurements and the value of the linearly covariate error model's parameters on the performance of VP X, ¯, , , , , control chart. We also consider the overall performance of the VP X, ¯, , , , , control chart and the optimal design parameters. Finally, the application of the proposed scheme is shown through an illustrative example. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aMeasurement. =700 1\$aAmiri, Amirhossein,$eauthor. =700 1\$aCastagliola, Philippe,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170527.htm =LDR 05454nab a2200421 i 4500 =001 JTE20170516 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170516$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170516$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aLindelöf, Peter,$eauthor. =245 10$aPoisson's Ratio of Asphalt Concrete Mixes Using Indirect Tensile Test /$cPeter Lindelöf, Safwat Said, Abubeker Ahmed. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIncreased interest in mechanistic evaluation of flexible pavement structures has brought a demand for accurate and practical methods, models, or both to estimate the mechanical properties of asphalt concrete mixtures. One of these properties is the Poisson's ratio (?) of asphalt concrete mixtures, which is often assumed to have a constant value of 0.35 in asphalt concrete evaluations. However, investigations have reported that mixture type, air void content, and temperature produce considerable variation in measured?-values that could have a significant effect on evaluations of asphalt concrete mixes. The objective of this study was to evaluate the effect of air voids, binder type, and testing conditions on the measured?-values. Indirect tensile (IDT) tests were conducted to measure?-values. The study indicated that the Poisson's ratio of the asphalt concrete mixes, on average, attained a maximum value at a particular level of air void content. Furthermore, when comparing the Poisson's ratio values in relation to the dynamic modulus, calculated using the Mechanistic Empirical Pavement Design Guide (MEPDG) equation, higher?-values were attained. This demonstrates the importance of measuring the Poisson's ratio of a mix type.Increased interest in mechanistic evaluation of flexible pavement structures has brought a demand for accurate and practical methods, models, or both to estimate the mechanical properties of asphalt concrete mixtures. One of these properties is the Poisson's ratio (?) of asphalt concrete mixtures, which is often assumed to have a constant value of 0.35 in asphalt concrete evaluations. However, investigations have reported that mixture type, air void content, and temperature produce considerable variation in measured?-values that could have a significant effect on evaluations of asphalt concrete mixes. The objective of this study was to evaluate the effect of air voids, binder type, and testing conditions on the measured?-values. Indirect tensile (IDT) tests were conducted to measure?-values. The study indicated that the Poisson's ratio of the asphalt concrete mixes, on average, attained a maximum value at a particular level of air void content. Furthermore, when comparing the Poisson's ratio values in relation to the dynamic modulus, calculated using the Mechanistic Empirical Pavement Design Guide (MEPDG) equation, higher?-values were attained. This demonstrates the importance of measuring the Poisson's ratio of a mix type.Increased interest in mechanistic evaluation of flexible pavement structures has brought a demand for accurate and practical methods, models, or both to estimate the mechanical properties of asphalt concrete mixtures. One of these properties is the Poisson's ratio (?) of asphalt concrete mixtures, which is often assumed to have a constant value of 0.35 in asphalt concrete evaluations. However, investigations have reported that mixture type, air void content, and temperature produce considerable variation in measured?-values that could have a significant effect on evaluations of asphalt concrete mixes. The objective of this study was to evaluate the effect of air voids, binder type, and testing conditions on the measured?-values. Indirect tensile (IDT) tests were conducted to measure?-values. The study indicated that the Poisson's ratio of the asphalt concrete mixes, on average, attained a maximum value at a particular level of air void content. Furthermore, when comparing the Poisson's ratio values in relation to the dynamic modulus, calculated using the Mechanistic Empirical Pavement Design Guide (MEPDG) equation, higher?-values were attained. This demonstrates the importance of measuring the Poisson's ratio of a mix type. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aAsphalt concrete$xMixing. =700 1\$aSaid, Safwat,$eauthor. =700 1\$aAhmed, Abubeker,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170516.htm =LDR 03581nab a2200445 i 4500 =001 JTE20160513 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160513$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160513$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD257.7 =082 04$a661.8$223 =100 1\$aTian, Guo Hua,$eauthor. =245 10$aPreparation and Thermal Features of Composite Paraffin Room Temperature Phase Change Mortar /$cGuo Hua Tian, Heng Lin Lv, Jian En Huang, Peng Liu, Wei Feng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTo enhance the thermal storage capacity of building envelopes and reduce the energy consumption associated with construction, a composite paraffin room temperature phase change ceramisite for a building envelope was developed. Based on a single factor test method, 52# paraffin and liquid paraffin were heated and melted together to prepare the composite phase change material, which was infiltrated into the ceramisite by vacuum adsorption. The ceramisite adsorbed with paraffin was encapsulated using acrylic emulsion, epoxy resin, or cement paste. The sand in the traditional ceramisite was replaced with the phase change ceramisite to prepare the phase change energy storage mortar for the building application. Using mercury porosimetry, differential scanning calorimetry, and thermal conductivity detection, the phase transition temperature, phase transition latent heat, encapsulation effectiveness, adsorption rate, coefficient of thermal conductivity, and specific heat capacity of the mortar were measured for the phase change ceramisite. The results indicated the following: the phase transition temperature of the composite paraffin could accommodate the range of indoor and outdoor thermal environments (18°C-35°C); a large amount of paraffin could be adsorbed into the ceramisite interior by vacuum adsorption, with the adsorption rate being higher than 58 %; with incorporation of the phase change ceramisite, the coefficient of thermal conductivity of the mortar gradually decreased and the specific heat capacity gradually increased; and when the ceramisite ratio reached 50 %, the coefficient of thermal conductivity decreased by 51.47 % and the specific heat capacity increased by 80.6 %, indicating favorable heat storage performance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aThermal conductivity. =700 1\$aLv, Heng Lin,$eauthor. =700 1\$aHuang, Jian En,$eauthor. =700 1\$aLiu, Peng,$eauthor. =700 1\$aFeng, Wei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160513.htm =LDR 02794nab a2200433 i 4500 =001 JTE20170173 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170173$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170173$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS21.A6 =082 04$a630$223 =100 1\$aXing, Shanshan,$eauthor. =245 10$aProperties of Cement Mortar with Different Blending Amount of Rich Husk Ash (RHA) /$cShanshan Xing, E. Dong, Jiesheng Liu, Yuanyuan Yu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe morphology of rice husk ash (RHA) samples obtained at 400°C in a vertical high temperature furnace was characterized by scanning electron microscopy, and the effect of RHA on the mechanical behavior of cement mortar was studied. The RHA sample is slightly grey in color and there are some black particles. RHA samples have many sheets that are vertically and horizontally interlaced. The effect of RHA on the compressive and flexural strengths test for cement mortar has been investigated. The water absorption, mortar consistency, dry bulk density, and water permeability were tested. The compressive and flexural strengths decreased with the replacement of RHA. The mortar consistency improved, and water absorption increased. The dry bulk density of cement mortar decreased, and the water permeability increased. Because RHA is a resource containing properties that have the potential for categorizing it as waste, the comprehensive utilization of RHA is significant for improving environmental protection and gaining economic benefits. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aCement. =700 1\$aDong, E.,$eauthor. =700 1\$aLiu, Jiesheng,$eauthor. =700 1\$aYu, Yuanyuan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170173.htm =LDR 02579nab a2200445 i 4500 =001 JTE20170131 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170131$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170131$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273 =082 04$a519$223 =100 1\$aTong, Jiachi,$eauthor. =245 10$aResearch on Random Load Characteristic Based on Mixture Distribution Model /$cJiachi Tong, Xintian Liu, Minlong Wang, Yansong Wang, Xiaolan Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aRandom load is one of the inherent attributes of actual working load. It is regarded as the essential prerequisite in fatigue life prediction and reliability evaluation for enhancing the performance of mechanical systems and the safety of operators. This article proposes a statistics-based method of random load characteristic analysis to handle the variable amplitude fatigue loads collected from vehicle experiments. The mixture distribution model of random load was constructed according to the native behavior of gathered data, and the parameters of mixture distribution are estimated to fit the histogram of load counting. A case study of vehicle load is provided, and the goodness of fit is subsequently tested and verifies the credible result. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aDistribution (Probability theory) =700 1\$aLiu, Xintian,$eauthor. =700 1\$aWang, Minlong,$eauthor. =700 1\$aWang, Yansong,$eauthor. =700 1\$aWang, Xiaolan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170131.htm =LDR 03038nab a2200421 i 4500 =001 JTE20170093 =003 IN-ChSCO =005 20210506061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210506s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170093$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170093$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aZhang, Meng,$eauthor. =245 10$aTest and Evaluation for Effects of Freeze-Thaw Cycles on Fracture Performance of Epoxy Asphalt Concrete Composite Structure /$cMeng Zhang, Zhendong Qian, Qibo Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe fracture performance of epoxy asphalt concrete (EAC) pavement on the top of orthotropic steel deck bridges is influenced by repeating freeze-thaw (FT) cycles in seasonally frozen areas. In this article, the effects of FT cycles on the fracture behavior of EAC composite structures are investigated considering the climatic conditions of Beijing in China. EAC beams were exposed to different FT cycles for conditioning, then the flexural modulus was determined by three-point bending tests. Additionally, the plane-strain fracture toughness and the mechanical response of the EAC composite beams were investigated through numerical simulation. The results show that the flexural modulus of EAC decreases with FT conditioning. Specifically, the flexural modulus decreases by 60.3 % after 30FT cycles. Nevertheless, the plane-strain fracture toughness and the maximum transverse tensile stress of the EAC composite beams decrease in the first 15FT cycles and increases for the rest of the FT cycles, while the maximum transverse tensile strain decreases in the first 10FT cycles and increases for the rest of the FT cycles. The maximum interlayer shear stress between EAC layers is smaller than that between the lower EAC layer and the steel deck. No significant damage is observed in the bonding layer exposed to FT conditioning. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =650 \0$aAsphalt concrete. =700 1\$aQian, Zhendong,$eauthor. =700 1\$aHuang, Qibo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170093.htm =LDR 03725nab a2200457 i 4500 =001 JTE20170155 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170155$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170155$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.34 =082 04$a620.112$223 =100 1\$aYang, Wendou,$eauthor. =245 10$aOriginal Techniques of the High Precision Automatic Impact Test Device /$cWendou Yang, Wen Yang, Zhenfeng Tong, Changyi Zhang, Guangsheng Ning, Weihua Zhong. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIrradiation embrittlement testing of reactor pressure vessel (RPV) steel is essential to the surveillance experiment of nuclear power plant safety and requires high precision, high reliability, high repeatability, and high stability (4-High). It is very difficult to achieve the 4-High requirements of the remote control automatic impact test device in the hot cell. This article introduces our original designs of the obverse straight transfer specimen: the direct centering of the specimen notch and solid bath furnace. Aside from the common motor and automatic release pendulum device of automatic impact testing, the original new techniques of the automatic impact test consist of only two actuators (the push specimen plate and the notch automatic centering device). This innovative technique has successfully guaranteed the 4-High test results; it has simplified the track, reduced the number of steps, minimized the number of actuators of the automatic impact test, shortened transfer specimen time, and improved the precision of temperature control and notch centering. Through the successful use of this original technique, we have replaced the usual lateral transfer specimen and indirect centering of specimen notch with the obverse straight transfer specimen and direct centering of specimen notch. By adopting only one actuator, our technique has easily resolved the difficulties of terminal rebound and the disturbance and dislocation of the specimen. The operation has combined specimen transfer and centering into one step, which has smoothly overcome the difficult problems of instant specimen transfer, notch centering, and compression so that the specimen touches the test anvil closely. In sum, these innovative techniques have streamlined the complicated and rapid process of automatic impact testing into a simple and easy process. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aImpact$xTesting. =700 1\$aYang, Wen,$eauthor. =700 1\$aTong, Zhenfeng,$eauthor. =700 1\$aZhang, Changyi,$eauthor. =700 1\$aNing, Guangsheng,$eauthor. =700 1\$aZhong, Weihua,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170155.htm =LDR 02709nab a2200421 i 4500 =001 JTE20160354 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160354$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160354$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC323 =082 04$a536.23$223 =100 1\$aGirardi, Graziela,$eauthor. =245 10$aThermal Conductivity Measurement of Smaller Insulation Specimens Using Standard Heat Flow Meter /$cGraziela Girardi, Phalguni Mukhopadhyaya, Ehab Zalok. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThermal conductivity measurement of small insulation specimens is an important necessity during new product development processes or when larger specimens cannot be collected during forensic investigation. The research activities reported in this article examined a new approach for measuring the thermal conductivity of small insulation specimens. Six commercial insulation materials were tested using a standard 300 by 300-mm heat flow meter apparatus with a 150 by 150-mm metering area. The results obtained from these tests were compared with thermal conductivity values of standard size specimens. Subsequently, the experimental results were also critically analyzed using a heat transfer modeling tool HEAT3. The observations presented in this article clearly indicate that the proposed new approach could be applied to measure thermal conductivity of a variety of insulation materials of different dimensions using a standard heat flow meter. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aThermal conductivity. =700 1\$aMukhopadhyaya, Phalguni,$eauthor. =700 1\$aZalok, Ehab,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160354.htm =LDR 03381nab a2200433 i 4500 =001 JTE20170346 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170346$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170346$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aPR9510.9.G64 =082 04$a823$223 =100 1\$aChang, Yung-Chia,$eauthor. =245 10$aUsing Exponentially Weighted Moving Average to Improve Buffer Adjustment of Demand-Driven Replenishment Strategies /$cYung-Chia Chang, Kuei-Hu Chang, Mu-Chien Lee, Kuo-Hao Tsao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (25 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aStock management is a critical issue in supply chain management. Previous studies have shown that the demand-pull inventory replenishment strategy combined with a buffer management mechanism (DPBM) suggested by the theory of constraints (TOC) performs better than traditional replenishment strategies in supply chain stock management. In DPBM, buffer management is applied for controlling the target amount of stock to keep, which is adjusted by some predetermined rules that instruct when and how much to adjust the target level. Previous studies found that when applying DPBM to making replenishment decisions for products with a high-variation demand, long production lead-time, and short product life cycle, the conventional DPBM is not very effective. This article proposes a novel method for improving the conventional buffer management mechanism. Instead of the predetermined rules suggested by TOC, this study borrowed the concept of the exponentially weighted moving average approach that has been successfully applied in statistical quality control to design a new set of rules to assist in making buffer adjustment decisions based on the trends shown in demand. To evaluate the proposed method's feasibility and validity, this article uses both real demand data provided by a wafer foundry factory in Taiwan and simulated data that reveal various demand patterns. As a result, the proposed method performs better than the conventional demand-driven replenishment strategies suggested by TOC, especially when demand has a large variance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aTheory of constraints (Management) =700 1\$aChang, Kuei-Hu,$eauthor. =700 1\$aLee, Mu-Chien,$eauthor. =700 1\$aTsao, Kuo-Hao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170346.htm =LDR 02538nab a2200421 i 4500 =001 JTE20170342 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170342$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170342$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK6592.G7 =082 04$a621.36$223 =100 1\$aLarson, Donald R.,$eauthor. =245 10$aWalk-through Metal Detector Testing and the Need to Emulate Natural Body Motion /$cDonald R. Larson, Nicholas G. Paulter, Nikolaus F. Troje. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe detection performance of a walk-through metal detector (WTMD) is affected not only by the electromagnetic properties and size and shape of the test objects, but potentially also by the type of motion of the test object through the portal of the WTMD. This motion, it has been argued, can contribute to the uncertainty in detecting threat objects being carried through the WTMD. Typical laboratory-based testing uses a robotic system, or similar, to push a test object through the portal with a trajectory that is a straight line and has a constant velocity. This testing, although reproducible and accurate, does not test for those trajectories the are representative of natural body motion. We report the effects of nonrectilinear trajectories on the detection performance of WTMDs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aMetal detectors. =700 1\$aPaulter, Nicholas G.,$eauthor. =700 1\$aTroje, Nikolaus F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170342.htm =LDR 03425nab a2200409 i 4500 =001 JTE20170409 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170409$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170409$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.85$223 =100 1\$aTanzadeh, Javad,$eauthor. =245 10$aTesting and Evaluating the Effect of Adding Fibers and Nanomaterials on Improving the Performance Properties of Thin Surface Asphalt /$cJavad Tanzadeh, Ameneh Otadi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (24 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThin surface treatments are used to improve the functional condition but not the structural condition of a roadway. In this study of superior adhesion, flexibility, and durability values, an optimum combination of quick emulsions of cationic modified with styrene butadiene rubber polymer and hybrid nanomaterial (by 4wt. % nanosilica and 3wt. % nanoclay) additives and asphalt emulsion, together with consuming 0.4wt.% polyethylene fibers that can be defined as a reinforced thin surface treatment, or fiber-reinforced microsurfacing, was used. An appropriate mix design was selected according to the results of a cohesion test, wet track test, and load wheel test. It was found that the effect of nanomaterials on the increase of the stability of the mixture and accelerating setting for a quick crossing of traffic flow was achieved by far more than adding residual asphalt and fiber to the mixture. Since cationic emulsifiers act as antistripping agents after breaking of the emulsion, nanosilica also causes an 8 % increase in adhesive asphalt emulsions. Also, the results show that nanosilica caused a 5 % increase in the cohesion of the asphalt emulsion. The nanoclay, on the other hand, was found to cause a 12 % increase in the resistance to surface abrasion. However, the application of the nanosilica and fiber causes acceleration of the emulsion break. Furthermore, considering the role of fibers in crack prevention, the results obtained from the low-temperature flexural creep test show an increase in the flexural tensile strength value by 17 %, which is used to evaluate the cracking resistance, and a 27 % reduction in the value of displacements, as well as resistance to rutting. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aAsphalt emulsion mixtures. =700 1\$aOtadi, Ameneh,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170409.htm =LDR 02543nab a2200433 i 4500 =001 JTE20170305 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170305$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170305$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.A1 =082 04$a620.191$223 =100 1\$aSaffari, Pooya,$eauthor. =245 10$aShear Strength of Unsaturated Malaysian Granitic Residual Soil /$cPooya Saffari, Mohd Jamaludin Md. Noor, Yasmin Ashaari, Afshin Asadi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study aims to understand the shear strength of unsaturated Malaysian granitic residual soil. The soil was obtained from Kuala Klawang, Negeri Sembilan, Malaysia. A pressure plate was used for obtaining soil-water characteristic curves under zero net confining pressure. Multistage consolidated drained triaxial tests were carried out on both saturated and unsaturated compacted specimens at a constant strain rate. The experimental data of the saturated and unsaturated shear strength of the soil were fitted with a comprehensive constitutive shear strength model that represents both linear and nonlinear shear strength behaviors, with respect to suction and net stress or effective stress for unsaturated and saturated conditions, respectively. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aShear strength of soils. =700 1\$aNoor, Mohd Jamaludin Md.,$eauthor. =700 1\$aAshaari, Yasmin,$eauthor. =700 1\$aAsadi, Afshin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170305.htm =LDR 03254nab a2200409 i 4500 =001 JTE20170407 =003 IN-ChSCO =005 20190211061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190211s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170407$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170407$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP321.L549 =082 04$a628.10287$223 =100 1\$aMarsh, Mason,$eauthor. =245 10$aMoisture and Heating Rate Effects on Volatile Matter Yields for Coals /$cMason Marsh, John T. Riley. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCurrently there are two ASTM standard test methods used around the world for the determination of volatile matter in coal. ASTM D3175, , Standard Test Method for Volatile Matter in the Analysis Sample of Coal and Coke, was first published as ASTM D22, -16, Laboratory Sampling and Analysis of Coal, in 1916 and uses a minimum volume vertical furnace. ASTM D7582, , Standard Test Methods for Proximate Analysis of Coal and Coke by Macro Thermogravimetric Analysis, uses a macro thermogravimetric analyzer (TGA) system. Macro TGA systems use samples that are one gram or larger, whereas micro TGA systems use only milligram-size samples. In both test methods, the furnaces are heated to a final temperature of 950°C and include a seven-minute hold time before final mass measurements. For nearly four decades, fuel scientists have tried to reconcile the differences between the coal volatile matter yields obtained using either a preheated (950°C) minimum volume vertical furnace (ASTM D3175, ) or a TGA system. This article describes experiments designed to help explain the differences in volatile matter yields from coals with the major focus being the moisture content in the samples analyzed. Parameters studied include predrying coal samples, using different heating rates, and using different intermediate temperatures in two-step procedures for the measurements. Factors including the moisture content and plastic behavior of coals, both of which contribute to the differences between the volatile matter values determined by different methods, will be discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed February 11, 2019. =650 \0$aVolatile organic compounds$xMeasurement. =700 1\$aRiley, John T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170407.htm =LDR 02990nab a2200433 i 4500 =001 JTE20180450 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180450$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180450$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR856 =082 04$a610.28$223 =100 1\$aRoohi, Reza,$eauthor. =245 10$aA Comprehensive Study and Optimization of Magnetic Nanoparticle Drug Delivery to Cancerous Tissues via External Magnetic Field /$cReza Roohi, Homayoun Emdad, Khosrow Jafarpur. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (23 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aMagnetic drug delivery to cancerous tissue as a noninvasive method is a promising cancer therapy. Several complex phenomena and parameters are involved in guiding nanoparticles to the targeted tissue and guaranteeing a predetermined distribution. A comprehensive Euler-Lagrangian method is utilized to simulate a realistic process of nanoparticle delivery and deposition in a cancerous tissue. Non-Newtonian and conductive blood flow in a typical vessel through a cancerous tissue in the presence of an external magnetic field is numerically modeled (both Lorentz and magnetization forces are considered) The cancerous tissue is assumed to be a multizone region with necrotic and live cell blocks. The effect of blood delivery to tissue cells via capillary vessels and blood drainage by the lymphatic system is taken into account. Particle paths and deposition are obtained using the contribution of all forces involved. The effects of Reynolds number (Re), magnetic number, addition of second magnetic source, and distribution of particles are also investigated. For all investigated conditions, the optimum magnetic number to maximize deposition is obtained. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aNanostructured materials$xMagnetic properties. =650 \0$aMagnetic materials. =700 1\$aJafarpur, Khosrow,$eauthor. =700 1\$aEmdad, Homayoun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180450.htm =LDR 02821nab a2200433 i 4500 =001 JTE20170067 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170067$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170067$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a693.4$223 =100 1\$aAlhussainy, Faez,$eauthor. =245 10$aA New Method for Direct Tensile Testing of Concrete /$cFaez Alhussainy, Hayder Alaa Hasan, M. Neaz Sheikh, Muhammad N. S. Hadi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aDifferent testing methods were used in previous studies to measure the direct tensile strength of concrete. However, these methods experienced several major deficiencies such as stress concentration at the end of the specimens because of inadequate gripping and loading eccentricity and nonuniform fracture plane because of difficulties in aligning and centering the specimens during testing. This study presents the details of a new method of testing concrete under uniaxial tension. The method was developed to overcome the difficulties associated with testing methods adopted in the previous research studies. A full description of the wooden molds used in casting the specimens and the loading arrangements including the end grips, universal joints, and frame in which the specimens were tested under uniaxial tension are presented. As expected, all the tested specimens were fractured at the middle where the cross-sectional area was reduced by 20 %. Also, no crushing failure or slippage was observed at the ends of the tested specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aConcrete blocks$xTesting. =700 1\$aSheikh, M. Neaz,$eauthor. =700 1\$aHasan, Hayder Alaa,$eauthor. =700 1\$aHadi, Muhammad N. S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170067.htm =LDR 03066nab a2200397 i 4500 =001 JTE20170387 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170387$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170387$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA406 =082 04$a620.11295$223 =100 1\$aBulut, O.,$eauthor. =245 10$aA Statement on the Stress Field of Pipe-Soil Structure /$cO. Bulut. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this study, stress analyses of buried flexible pipes were carried out using a newly designed experimental setup for the method of photoelasticity. Several universal tests using a Dynamical Mechanical Analyzer and the parallel plate test in a polariscope were performed to obtain the mechanical and optical properties of a ring that is made from a thin plate of optically sensitive Araldite, which modeled the pipe cross section. Additionally, the mechanical properties of soil used in the experiment have been determined by unconsolidated-undrained triaxial compression tests and specifically developed photoelastic tests. This test method, which provided satisfactory results for estimating the coefficient of lateral earth pressure, can be used as a fast method to obtain this coefficient for general cases. From the buried ring experiment, the distributions of the circumferential stresses along the inner surface and the absolute value of the Tresca stresses along the outer surface of the ring were calculated by some precise photoelastic measurements. Comparing the results with those from the parallel plate test, the lack of design criteria were clarified. The buried ring experiment clarified that the pipe-soil structure keeps the field of elastic stress-strain that is due to a loading until a higher load is applied. The distributions of stresses were compared to those obtained from the finite element analysis of a half ring under the loads determined by Michell's formulation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aPhotoelasticity. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170387.htm =LDR 02847nab a2200421 i 4500 =001 JTE20170059 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170059$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170059$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a620.13623$223 =100 1\$aSen, Sushobhan,$eauthor. =245 10$aAlbedo Estimation of Finite-Sized Concrete Specimens /$cSushobhan Sen, Jeffery Roesler, Daniel King. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAlbedo in the context of the Urban Heat Island contributes to the environmental impact of a pavement. Measuring the pavement albedo is difficult as it depends on the size of the specimen, background interference, and variations in the incoming solar spectrum. For this study, the albedo was determined for a 1-m2 concrete slab cast with white cement containing titanium dioxide nanoparticles. The size of the exposed surface of the slab was varied using black paper. To calculate the albedo of these nonstandard specimen sizes, a new testing technique was proposed that uses an albedometer and various geometric conditions, including the exposed slab surface and measurement height. The albedo of the finite-sized concrete specimen was found to range from 0.50 to 0.55, depending on the number of unknowns assumed, with the most reasonable estimate of 0.54. The measured slab albedo from the new method was also verified using a laboratory spectrophotometer. With this proposed methodology to account for background surfaces, the albedo of laboratory-sized concrete specimens of any shape can now be easily measured at various test site locations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aConcrete$xDeterioration. =700 1\$aKing, Daniel,$eauthor. =700 1\$aRoesler, Jeffery,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170059.htm =LDR 03342nab a2200457 i 4500 =001 JTE20180615 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180615$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180615$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ184 =082 04$a621.816$223 =100 1\$aLiu, Jing,$eauthor. =245 10$aAn Extended EEMD Method for Localized Faults Detection of a Planetary Gearbox /$cJing Liu, Linfeng Wang, Hanjie Tan, Liming Wang, Zaigang Chen, Yimin Shao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAn accurate incipient localized faults diagnosis method is very helpful for preventing serious accidents of planetary gearboxes. Although useful, the ensemble empirical mode decomposition (EEMD) method still has some issues in selecting the effective intrinsic mode functions (IMFs) To overcome these issues, an improved encircled energy EEMD method (EE-EEMD) combined with the EEMD algorithm, mirror extending method, Teager energy operator demodulation method, and EE index selection method is presented to detect localized faults in the planet bearings, ring gear, planet gear, and sun gear of planetary gearboxes. The mirror extending method is applied to address the end extending issue of the EEMD method. The EE index is utilized to determine the effective IMFs from the EEMD method. The energy separation algorithm is used to calculate the instantaneous frequencies of the effective IMFs. The results from the EE index, kurtosis, and weight kurtosis selection methods are compared. The vibration signal models of the localized faults in the ring gear, planet gear, sun gear, planet bearing races, and planet bearing roller are used to illustrate the validity of the presented EE-EEMD method. An experimental investigation for a planetary gearbox considering a spall fault in the sun gear is conducted to validate the presented EE-EEMD method. It seems the presented EE-EEMD method can be utilized to detect localized faults in the components of planetary gearboxes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aGearing$xMaintenance and repair. =700 1\$aWang, Linfeng,$eauthor. =700 1\$aWang, Liming,$eauthor. =700 1\$aChen, Zaigang,$eauthor. =700 1\$aTan, Hanjie,$eauthor. =700 1\$aShao, Yimin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180615.htm =LDR 03802nab a2200457 i 4500 =001 JTE20170280 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170280$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170280$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS227.6 =082 04$a672.52$223 =100 1\$aYuan, Shijian,$eauthor. =245 10$aAnalytical Model and Testing Method for Equivalent Stress-Strain Relation of Anisotropic Thin-Walled Steel Tube /$cShijian Yuan, Wencai Xie, Yanli Lin, Zhubin He. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe deformation behavior of sheet metal is currently presented by the stress-strain curve, which gives the variation of flow stress as strain increases. The correlation between stress and strain is also used to characterize the material hardening under different stress states. For anisotropic materials, the deformation behavior depends on stress state, and it is important to realize similar deformation conditions to obtain the stress-strain relationship. In this article, the profile of the free bulging zone was described by a tangent circle model during tube bulging test with fixed ends. In conjunction with the newly suggested linear-model for instantaneous thickness at the middle point, an analytical model and testing method is developed to establish the equivalent stress-equivalent strain relation of tubes. Experiments of STKM11A steel tube have been carried out, and different yield criteria are adopted to define the equivalent stress and equivalent strain. The effect of the anisotropic parameters on the mechanical property is analyzed. Results show that the profile of the free bulging zone can be well reproduced by the tangent circle model for practical application, and the analytical model and data measuring method for the bulging test can be simplified. The equivalent stress-equivalent strain curve by bulging test is rather different from that by uniaxial tension test, with a lower equivalent stress in the initial yielding stage and a greater rate of the equivalent stress increasing with the increase of the equivalent strain. In addition, the shorter the bulging zone length is, the greater the maximum equivalent strain is, because equal-biaxial stress state is approached. As the axial stress is significantly smaller than the hoop stress in bulging test, the anisotropic parameter along the hoop direction has a stronger effect on the determined curve and should be determined precisely. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aMetals$xAnalysis. =650 \0$aSteel$xStress corrosion$xTesting. =650 \0$aStrength of materials$xTesting. =700 1\$aHe, Zhubin,$eauthor. =700 1\$aXie, Wencai,$eauthor. =700 1\$aLin, Yanli,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170280.htm =LDR 02962nab a2200409 i 4500 =001 JTE20170274 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170274$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170274$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC323 =082 04$a536.2$223 =100 1\$aAnil Kumar Naik, B.,$eauthor. =245 10$aANN Modeling of the Viscosity and Effective Thermal Conductivity of Non-Newtonian Nanofluids /$cB. Anil Kumar Naik, A. Venu Vinod. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe aim of the study is to predict the apparent viscosity and effective thermal conductivity of non-Newtonian nanofluids using the artificial neural network (ANN) approach. Different nanofluids were prepared by dispersing iron oxide, ?-alumina, and copper oxide nanoparticles separately in an aqueous solution of carboxymethyl cellulose (CMC) (base fluid) Three different base fluids containing 0.5, 0.75, and 1.0 weight percent CMC were used. Nanofluids of different nanoparticles were prepared from the base fluid. The effect of the base fluid concentration, nanofluid concentration, temperature of nanofluid, and shear rate on the apparent viscosity were investigated. The effect of the concentration of the base fluid, nanofluid concentration, temperature, diameter of nanoparticles, and nature (thermal conductivity) of the material of nanopowder on effective thermal conductivity were investigated. Feed forward ANN has been used to predict the apparent viscosity and effective thermal conductivity of nanofluid. The network was trained, tested, and validated using a total of 3,600 experimental data points for shear viscosity and 225 experimental data points for effective thermal conductivity. ANN predictions are in good agreement with experimental results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aMetals$xThermal conductivity. =700 1\$aVenu Vinod, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170274.htm =LDR 02949nab a2200445 i 4500 =001 JTE20170193 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170193$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170193$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.5 =082 04$a631.432$223 =100 1\$aZhang, Yaguo,$eauthor. =245 10$aCentrifuge Modeling of Stress and Pore Pressure Responses Due to Closed-Ended Pile Jacking in Silty Clay /$cYaguo Zhang, Fayun Liang, Jingpei Li, Tonglu Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA series of centrifuge model tests were performed to examine the short-term soil stress responses around closed-ended displacement piles during jacking in Shanghai silty clays. Miniature transducers were placed near the piles to monitor the evolution of the total radial soil stress and pore pressure at different positions, which were closely associated with the progress of pile penetration. The results show that these stresses accumulated when the pile approached and decreased when the tip (or shoulder) passed, which indicates that the transducers experienced a loading and unloading process. The maxima of the soil stress or pore pressure increased with the initial depth of the observation positions and decreased with the horizontal distance to the pile axis. Compared with the total radial stress, the arrival of the peak pore pressure had an obvious hysteresis. Three typical modes to describe the stress variations during the pile installation process were summarized. Furthermore, the cumulative total stresses and pore pressures at a given location because of the installation of two piles were investigated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aClay soils$xAnalysis. =650 \0$aSoil permeability$xTesting. =700 1\$aLiang, Fayun,$eauthor. =700 1\$aLi, Jingpei,$eauthor. =700 1\$aLi, Tonglu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170193.htm =LDR 03515nab a2200433 i 4500 =001 JTE20170426 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170426$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170426$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1077 =082 04$a621.89$223 =100 1\$aPasam, Vamsi Krishna,$eauthor. =245 10$aCharacterization of Vegetable Oil-Based Nanocutting Fluids /$cVamsi Krishna Pasam, Rukmini Srikant Revuru, Padmini Rapeti. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe quality of a product in manufacturing is appraised by dimensional accuracy and surface finish. Among many factors that influence these two aspects cutting fluids stimulate the quality of machined surfaces by improving machining performance. Before they are applied to machining, it is essential to assess the viability of the cutting fluids. This is done by evaluating their basic properties. This paper is an attempt to evaluate thermophysical properties of vegetable oil-based nanocutting fluids in view of ecofriendly machining with a focus on enhanced machining performance. In view of this aspect, carbon nanotubes (CnT) and nanoboric acid (nBA) nanoparticles with variation in percentage of nanoparticle inclusions (NPI) are dispersed in coconut oil. The nanocutting fluids thus formulated are tested for density, dynamic viscosity, and thermal conductivity. Specific heat and heat transfer coefficient are evaluated using empirical relations. It is observed that density, thermal conductivity, and dynamic viscosity increased with increase in NPI for CnT- and nBA-dispersed nanocutting fluids. Viscosity is found to decreasze with increase in temperature for both the types of nanocutting fluids. Specific heat increased slightly with increase in NPI from 0 % to 1.25 % for CnT-dispersed fluids, whereas a slight decrease was observed for nBA-dispersed fluids. Heat transfer coefficient has increased with increase in NPI for CnT-based fluids. Fluids dispersed with nBA exhibited an increase followed by a decrease in heat transfer coefficient with increase in NPI. On the whole, it is discerned that for CnT-dispersed coconut oil-based cutting fluids, basic properties are much better than those of their nBA counterparts. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aLubrication and lubricants. =650 \0$aMetal-working lubricants. =700 1\$aRevuru, Rukmini Srikant,$eauthor. =700 1\$aRapeti, Padmini,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170426.htm =LDR 03172nab a2200433 i 4500 =001 JTE20170358 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170358$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170358$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA706 =082 04$a624.1513$223 =100 1\$aZhou, Xiao-Ping,$eauthor. =245 10$aCracking Behaviors of Rock-Like Specimens Containing Two Sets of Preexisting Cross Flaws under Uniaxial Compression /$cXiao-Ping Zhou, Lang-Hua Li, Filippo Berto. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (30 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCross flaws occur widely in rock masses and play a crucial role in the failure of rock engineering. This article first experimentally studies the cracking behaviors of rock-like specimens containing two sets of preexisting cross flaws under uniaxial compression. The effects of the flaw inclination angle and the horizontal spacing on the cracking behaviors of rock-like specimens are investigated as well as initiation stress, peak strength, peak strain, and complete stress-strain curves. The experimental results include observations of five types of cracks and seven types of coalescence. The crack initiation mode depends more strongly on the inclination angle than on the horizontal spacing. Moreover, it is found that a set of preexisting flaws coalesce not only with another set of preexisting flaws but also with the identical set of preexisting flaws. The peak strength and peak strain first increase and then decrease as the horizontal spacing increases. Meanwhile, the peak strength first increases and then decreases, and the peak strain first decreases, then increases, and finally decreases as the flaw inclination angle increases. This study provides a better understanding of the mechanical properties and fracture behaviors of rock masses, in particular those containing preexisting flaws that appear in sets or groups with similar orientation and characteristics. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aRock mechanics. =650 \0$aStrength of materials. =700 1\$aBerto, Filippo,$eauthor. =700 1\$aLi, Lang-Hua,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170358.htm =LDR 03416nab a2200457 i 4500 =001 JTE20170328 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170328$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170328$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS594 =082 04$a630$223 =100 1\$aBordoloi, Sanandam,$eauthor. =245 10$aCritical Assessment of Infiltration Measurements for Soils with Varying Fine Content Using a Mini Disk Infiltrometer /$cSanandam Bordoloi, Sudheer Kumar Yamsani, Ankit Garg, Sreedeep Sekharan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe mini disk infiltrometer (MDI) is used for measuring near-saturated infiltration rates (kh0) of soils. Because of its compact size, ease of use, and requirement for only a small volume of water, the MDI is handy for laboratory soil specimens (especially in column soil studies) In order to obtain representative infiltration characteristics of laboratory soil specimens, it is necessary to ensure negligible boundary effects on the three-dimensional wetting front propagation beneath the MDI. However, there is no existing study that suggests suitable column dimensions that would be devoid of kh0 variability because of boundary effects. Moreover, the current approaches in estimating the kh0 do not adopt measured van Genuchten (vG) soil parameters and rely on empirical vG values. Based on experiments carried out on ten different soils (with varying fine fractions), the current study explores the possible variability in determining a suitable soil specimen diameter to perform an MDI test with no boundary effects. This study is based on 123 infiltrometer experiments conducted on the selected soils and recommends using soil specimen diameters greater than 3.5 times the MDI base diameter for alleviating boundary effects. A power relationship is drawn between kh0, measured using the MDI, and the fine fractions of soils (percentage finer than 75 microns) The reliability of the current approach in estimating kh0 using the MDI was evaluated using measured vG parameters. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aInfiltrometer. =650 \0$aSoil moisture$xMeasurement$xInstruments. =650 \0$aSoil absorption and adsorption. =700 1\$aYamsani, Sudheer Kumar,$eauthor. =700 1\$aSekharan, Sreedeep,$eauthor. =700 1\$aGarg, Ankit,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170328.htm =LDR 02632nab a2200433 i 4500 =001 JTE20170275 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170275$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170275$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA7 =082 04$a624.151$223 =100 1\$aWei, Biao,$eauthor. =245 10$aEarthquake Isolation of a Spring-Damper-Friction System with a Convex Friction Distribution /$cBiao Wei, Chengjun Zuo, Xuhui He, Qiongyin Hu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWhen a structure is isolated by rubber bearings and viscous dampers, some of those bearings are often destroyed by an earthquake, causing a rough friction interface with large friction coefficients, while other contact surfaces around the damaged bearings are very smooth with smaller friction coefficients. A typical spring-damper-friction isolation system with a convex friction distribution is formed because the viscous dampers and other undamaged bearings can still work normally to provide the damping and restoring forces, respectively. The seismic isolation trend of this system is analyzed by artificially supposing the friction distribution to be theoretically and linearly convex. The calculation results validate that the convex pattern of friction distribution reduces the earthquake isolation efficiency and should be avoided in the actual projects. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aFriction materials$xTesting. =700 1\$aZuo, Chengjun,$eauthor. =700 1\$aHe, Xuhui,$eauthor. =700 1\$aHu, Qiongyin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170275.htm =LDR 03270nab a2200397 i 4500 =001 JTE20150393 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20150393$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20150393$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC793.3.B6 =082 04$a539.721$223 =100 1\$aEL-Sagheer, Rashad M.,$eauthor. =245 10$aEstimating the Parameters of Kumaraswamy Distribution Using Progressively Censored Data /$cRashad M. EL-Sagheer. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (22 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this paper, the maximum likelihood, Bayes, and parametric bootstrap methods are used for estimating the unknown parameters, as well as some lifetime parameters reliability and hazard functions, based on progressively Type II right-censored samples from a two-parameter Kumaraswamy distribution. Approximate confidence intervals (ACIs) for the unknown parameters, as well as reliability and hazard functions, are constructed based on the s-normal approximation to the asymptotic distribution of maximum likelihood estimators (MLEs) and log-transformed MLEs. In addition, two bootstrap CIs are also proposed. The classical Bayes estimates cannot be obtained in explicit form, so we propose to apply the Markov chain Monte Carlo (MCMC) technique to tackle this problem, which allows us to construct the credible interval of the involved parameters. Gibbs within the Metropolis-Hasting sampling procedure has been applied to generate MCMC samples from the posterior density function. Based on the generated samples, the Bayes estimates and highest posterior density credible intervals of the unknown parameters, as well as reliability and hazard functions, have been computed. The results of the Bayes method are obtained under both the balanced squared error (BSE) loss and balanced linear-exponential (BLINEX) loss. A real-life data set is analyzed to illustrate the proposed methods of estimation. Finally, a Monte Carlo simulation study is carried out to investigate the precision of the Bayes estimates with MLEs and two bootstrap estimates, also to compare the performance of different corresponding CIs considered. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aBootstrap theory (Nuclear physics) =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150393.htm =LDR 03372nab a2200481 i 4500 =001 JTE20180402 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180402$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180402$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1185 =082 04$a671.53$223 =100 1\$aWei, Ying-jie,$eauthor. =245 10$aEvaluation of Cutting Tool Wear of Earth Pressure Balance Shield in Granular Soil Based on Laboratory Test /$cYing-jie Wei, Xiao Zheng, Fei Su, Ming-ming Li, Fan Li, Yu-you Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCutting tool wear is a critical problem for tunneling in soft ground with the earth pressure balance shield. In this study, a cutting tool tester was developed in the China University of Geosciences in Beijing, and a series of tool wear tests were conducted to investigate the characteristics of tool wear in granular soils. The characteristics of cutting tool wear can be quantitatively assessed through the ratio (M0 - M)/M0 (i.e., tool wear rate, %; M0 and M are the mass of the tested blocks before and after the wear test, respectively) The effects of five important factors, including mineralogy, moisture, soil conditioner, test time, and sand content, on tool wear were considered in various test conditions. According to the primary test results, it is observed that (1) high soil hardness produced significantly higher tool wear than low soil hardness in dry condition; (2) with increasing water content, the tool wear gradually increased to a maximum value and then decreased; (3) the foam conditioner mixed in sandy gravel reduced the tool wear dramatically regardless of the cutting tool material, e.g., cemented carbide and Q235 steel; (4) the tool wear increased with the test time in the dry sand mixture, and their relationship showed a good agreement with a power function; and (5) the tool wear decreased as the sand content increased in dry sand-gravel soil mixtures. The reasons for these phenomena were also explored. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aMetal-cutting. =650 \0$aMetal-cutting tools. =650 \0$aTool-steel. =700 1\$aSu, Fei,$eauthor. =700 1\$aZheng, Xiao,$eauthor. =700 1\$aLi, Ming-ming,$eauthor. =700 1\$aYang, Yu-you,$eauthor. =700 1\$aLi, Fan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180402.htm =LDR 02979nab a2200433 i 4500 =001 JTE20170369 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170369$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170369$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA444 =082 04$a620.137$223 =100 1\$aAl Rikabi, Fouad T.,$eauthor. =245 10$aEvaluation of Synthetic Fiber Reinforced Concrete Pipe Performance Using Three-Edge Bearing Test /$cFouad T. Al Rikabi, Shad M. Sargand, John Kurdziel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSynthetic fibers have recently been used in a concrete mix in an attempt to produce a new concrete pipe system that is cheaper, lighter, and more flexible than conventional steel reinforced concrete pipes. However, no structural design codes have been introduced for synthetic fiber reinforced concrete pipes evaluation. There is little in the literature regarding synthetic fiber applications in concrete pipes. This study focuses on the evaluation of the synthetic fiber reinforced concrete pipes in terms of ASTM requirements for strength, stiffness, and ductility. The performance of the synthetic fiber reinforced concrete pipes was evaluated using a three-edge bearing test in accordance with ASTM protocols and using three pipe diameters: 600, 1,200, and 1,500 mm. Fiber dosages ranged from 4.75 to 18 kg/m3, and different areas of one steel cage layer were used to reinforce the concrete pipes. The results show that using synthetic fiber increased the cracking load (produces 0.3-mm crack width), ultimate load, stiffness, and ductility of tested pipes. Also, using synthetic fiber lowered the production cost, as the reduction in the steel cage area ranged from 51 to 100 %. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aFiber-reinforced concrete. =650 \0$aReinforced concrete. =700 1\$aSargand, Shad M.,$eauthor. =700 1\$aKurdziel, John,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170369.htm =LDR 03367nab a2200457 i 4500 =001 JTE20180437 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180437$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180437$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE471.2 =082 04$a552.5$223 =100 1\$aPeng, S. L.,$eauthor. =245 10$aExperimental Studies on the Influences of Chemical Corrosion on the Mode I Fracture Toughness of Sandstone /$cS. L. Peng, J. Z. Zhang, X. P. Zhou, Y. Niu, Q. H. Qian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aChemical corrosion in coal mines substantially affects the mechanical properties of rocks such as sandstone and may trigger the instability of roadways. In this article, the effects of chemical corrosion on the Mode I fracture toughness of sandstone are investigated using semicircular bending tests. The two experimental factors involved in this article are the pH value of the soaking solution and the soaking time. Based on the peak load and the shape parameters of specimens, the Mode I fracture toughness of sandstone under chemical corrosion is estimated as a function of the pH value of the soaking solution and the soaking time. In soaking tests, the relationships between the pH value of the soaking solution and the soaking time and the relative quality and porosity of sandstone are determined. The results indicate that chemical corrosion weakens the mechanical properties of sandstone specimens but enhances the ductility of sandstone specimens. The Mode I fracture toughness of sandstones decreases with an increase in the soaking time. The Mode I fracture toughness of sandstones initially increases but then decreases with an increase in the pH value. When the pH value is 7, the Mode I fracture toughness of sandstone attains the maximum value. The damage to sandstone specimens shares the same mechanical mechanism as the deterioration of the Mode I fracture toughness of sandstone. The results are significant for establishing a coupling damage model for the mechanical-hydrochemical behaviors of rocks. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aSandstone. =650 \0$aSedimentology. =700 1\$aZhou, X. P.,$eauthor. =700 1\$aNiu, Y.,$eauthor. =700 1\$aQian, Q. H.,$eauthor. =700 1\$aZhang, J. Z.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180437.htm =LDR 02615nab a2200421 i 4500 =001 JTE20170295 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170295$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170295$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a693.4$223 =100 1\$aZheng, Wenzhong,$eauthor. =245 10$aExperimental Study on the Strain Recovery of Concrete after Creep /$cWenzhong Zheng, Can Tang, Ying Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aConcrete recovers from creep strain when load is removed. The relationships between instantaneous strain recovery coefficients and stress levels are established based on the experimental data of concrete specimens that experienced creep and then recovered. The instantaneous strain recovery coefficients vary from 0.65 to 0.95 and decrease with increasing stress levels. The relationships between the stable recovery time of lag strain and stress levels are obtained using the experimental data. The stable recovery time of lag strain is extended with increasing stress levels when the stress level is below 0.65. Experimental results indicate that the final recovery value of lag strain is proportional to creep strain, and the ratio is about 11.4 %. Finally, the calculation model for the recovery value of lag strain and time is developed, which could be used for the reasonable calculation of the recovery value of lag strain. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aConcrete$xCreep. =700 1\$aTang, Can,$eauthor. =700 1\$aWang, Ying,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170295.htm =LDR 03216nab a2200445 i 4500 =001 JTE20170307 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170307$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170307$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ795 =082 04$a621.4362$223 =100 1\$aDevarajan, Yuvarajan,$eauthor. =245 10$aExperimental Testing and Evaluation of Neat Biodiesel and Heptanol Blends in Diesel Engine /$cYuvarajan Devarajan, Dinesh Babu Munuswamy, Santhanakrishnan Radhakrishnan, Arulprakasajothi Mahalingam, Beemkumar Nagappan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAlcohol will be an exceptional alternative fuel for existing diesel engines because of its built-in fuel-improving properties (high cetane number and high energy content) Biosynthesis of N-heptanol by means of engineered microbes, such as the Clostridium species and Escherichia coli, is an active area of research. Hence, extensive investigation on the compatibility of N-heptanol in existing diesel engines is necessary. This study examined the effect of heptanol mustard oil biodiesel blends of varying proportions on the emission and performance patterns in a 1,800 r/min constant-speed immobile diesel engine. The main objective of this investigation was to investigate the reduction in all the emissions and increase the performance characteristics associated with neat mustard oil biodiesel when deploying three different fuels. Base catalyzed transesterification process was employed to convert the mustard oil into mustard oil biodiesel. Heptanol with 98.4 % purity was used as an oxygenated additive. The experimental results revealed that converting heptanol to mustard oil biodiesel caused a significant reduction in hydrocarbons, carbon monoxide, nitrogen oxides, and smoke emissions when compared to mustard oil biodiesel in naturally aspirated conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aDiesel motor$xDesign. =700 1\$aMunuswamy, Dinesh Babu,$eauthor. =700 1\$aRadhakrishnan, Santhanakrishnan,$eauthor. =700 1\$aMahalingam, Arulprakasajothi,$eauthor. =700 1\$aNagappan, Beemkumar,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170307.htm =LDR 02746nab a2200433 i 4500 =001 JTE20170587 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170587$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170587$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD382.B5 =082 04$a547.28$223 =100 1\$aAltan, Mirigul,$eauthor. =245 10$aFoam Injection Molding of Polypropylene/Zinc Oxide Nanocomposite with Chemical Foaming Agent: Mechanical Properties and Morphology /$cMirigul Altan, Tim Osswald. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPolyropylene (PP)- zinc oxide (ZnO) nanocomposites were obtained by a melt mixing process. Organo silane-modified ZnO and untreated ZnO, and compositions with added stearic acid were prepared in a twin screw extruder. Thermal properties of the composites were determined by differential scanning calorimetry. The obtained composites were foamed by conventional injection molding using the chemical foaming agent azodicarbonamide. The effects of the ZnO addition and the coupling agent on cell morphology, tensile strength, and weight reduction were investiagted. The silane-treated ZnO was effective in cell generation; however, this decreased the tensile strength of the composite foams. On the other hand, untreated ZnO induced a slight increment in tensile strength that was due to lower cell generation. When weight reduction and improvement in tensile strength were considered togehther, the addition of 3 wt. % of untreated ZnO was found to be successful for PP foaming. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aBlock copolymers. =650 \0$aPolymerization. =650 \0$aPolymers. =700 1\$aOsswald, Tim,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170587.htm =LDR 02642nab a2200421 i 4500 =001 JTE20170448 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170448$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170448$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.11$223 =100 1\$aMcCowan, C. N.,$eauthor. =245 10$aFracture Appearance of Steels in Transition: Experimental Observations and Measurements /$cC. N. McCowan, E. Lucon, R. L. Santoyo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aMeasuring the shear fracture appearance (SFA) of steel in the ductile-to-brittle transition region is challenging, largely because many modern steels have complicated mixtures of brittle and ductile fracture features that the carbon steels used to develop SFA measurements did not possess. Features of Charpy impact specimen fracture surfaces for nine different steels are reported here. The mixtures of ductile and brittle fracture surface features observed in the transition regions of these steels are presented in context with their instrumented impact data and fractographs illustrating the SFA measurements. The study then discusses the accuracy of the SFA measurements and suggests ways to improve them. These data can be used for future work focused on improving SFA measurements and will be of use to engineers interested in the ductile-to-brittle transition in steel and the fracture surface features related to it. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aFracture mechanics. =700 1\$aSantoyo, R. L.,$eauthor. =700 1\$aLucon, E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170448.htm =LDR 02664nab a2200433 i 4500 =001 JTE20170147 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170147$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170147$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.166$223 =100 1\$aPejkowski, Lukasz,$eauthor. =245 10$aGeneralization of Gough and Pollard Criterion for the Finite Fatigue Life Regime in Proportional Loading Conditions /$cLukasz Pejkowski, Dariusz Skibicki, Marta Kurek. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (24 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this article, it was shown that for high cycle multiaxial fatigue life prediction, models based only on material parameters in the form of fatigue limits of component loadings should not be used. This is because stress to number of cycles to failure curves of component loadings may be highly nonparallel. The article presents a method of fatigue life prediction including out-of-parallelism of fatigue. In this method, material parameters in the form of fatigue limits were substituted with the ? function based on the Basquin equations for tension-compression (or bending) and torsion. The proposal of a new model can be considered as a generalization of the Gough and Pollard criterion. Validation performed using experimental data for ten different materials allowed for fatigue life prediction for multiaxial proportional loading conditions with satisfactory accuracy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aMetals$xFatigue. =650 \0$aMaterials. =700 1\$aSkibicki, Dariusz,$eauthor. =700 1\$aKurek, Marta,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170147.htm =LDR 02979nab a2200421 i 4500 =001 JTE20160430 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160430$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160430$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.84$223 =100 1\$aSchemmel, John J.,$eauthor. =245 10$aImpact of an Inclined Work Surface on the Measured Slump of Concrete /$cJohn J. Schemmel, Tiffany N. Kolba, Justine Fedde. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aASTM C143/C143M-15a, Standard Test Method for Slump of Hydraulic-Cement Concrete, states that the slump test is to be conducted on a level work surface. However, the standard does not provide a method for determining if a work surface is level, a tolerance for levelness, or guidance on what to do in the event that a work surface is not level. More importantly, field technicians need to know at what angle(s) and slump(s), if any, an inclined work surface will significantly influence the measured slump. A study at Valparaiso University included 114 simultaneous measures of slump on a horizontal and separate inclined work surface. This study indicates that inclination angles greater than 6° will influence the outcome of a slump test for slumps of 5 to 7 in. (127 to 179 mm) There is no evidence of concrete "leaning over" for lower inclinations or slumps. At high angles and high slumps, the fluidity of the concrete negates any influence of the inclination. Consequently, it is recommended that ASTM Committee C09.60 on Fresh Concrete Testing add language to C143 requiring the slump test to be conducted on a work surface with an inclination less than 6°, which equates to a 1:9.5 gradient and 10.5 % slope, regardless of the slump of the concrete. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aConcrete$xSurfaces. =700 1\$aFedde, Justine,$eauthor. =700 1\$aKolba, Tiffany N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160430.htm =LDR 02807nab a2200421 i 4500 =001 JTE20180611 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180611$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180611$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.19.E4 =082 04$a519.5$223 =100 1\$aSahraei, Mohammad Ali,$eauthor. =245 10$aImplementing the Equilibrium of Probabilities to Measure Critical Gap at Priority Junctions /$cMohammad Ali Sahraei, Elnaz Akbari. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article was carried out to implement the equilibrium method for the estimation of the magnitudes of critical gaps at priority junctions in Malaysia. This technique is dependent on the macroscopic probability equilibrium of the rejected and approved gaps. Accordingly, 18 hours of data from two junctions (i.e., from 9:00 a.m. until 6:00 p.m.) were collected using a video camera technique. The values of critical gap were estimated for three turning movements, and it was compared by the method of the Troutbeck and Malaysia Highway Capacity Manual (MHCM) The values of critical gap using equilibrium method (with max rejected gaps) provide comparable outcomes with deviations smaller than 0.20 s as those from Troutbeck's method. A comparative analysis was performed between the results of the equilibrium method and the MHCM with deviations less than 0.40 s. It was clearly indicated that this technique can also be utilized to calculate critical gap value in Malaysia, which is within the proximity of the MHCM's and Troutbeck's timings. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aProbabilities$xData processing. =650 \0$aMathematical statistics$xData processing. =700 1\$aAkbari, Elnaz,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180611.htm =LDR 03321nab a2200421 i 4500 =001 JTE20180129 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180129$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180129$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH1715.A1 =082 04$a693.83205$223 =100 1\$aEyupoglu, Can,$eauthor. =245 10$aImprovement of Thermal Insulation Properties of Polyester Nonwoven and Estimation of Thermal Conductivity Coefficients Using Artificial Neural Network /$cCan Eyupoglu, Seyda Eyupoglu, Nigar Merdan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this study, polyester, i.e., Poly(ethylene terephthalate) (PET) nonwoven fabric, was coated with white tuff, perlite, and volcanic stone powder at rates of 10, 20, 30 and 40 % so as to increase the thermal insulation properties of PET nonwoven fabric. In order to apply white tuff, perlite, and volcanic stone powder to PET nonwoven fabric, polyurethane-based coating material was used as a cross-linking agent. The porosity and thermal conductivity coefficients of samples were then investigated as regards the type and concentration of stone powder. Furthermore, three-layer feed-forward artificial neural network (3FFNN) was used to estimate and verify the accuracy of the thermal conductivity coefficient of PET nonwovens coated with white tuff, perlite, and volcanic stone powder. The results showed that perlite stone powder provided higher thermal insulation compared to white tuff and volcanic stone powder. Moreover, thermal insulation coefficient of samples increased with the rise in concentration of white tuff, perlite, and volcanic stone powder. Besides, the accuracy of 3FFNN was 99 %. Artificial neural network (ANN)-based results showed that the thermal conductivity coefficients of samples with four different concentrations obtained from white tuff, perlite, and volcanic stone powder were almost the same for experimental and ANN-trained models. According to the results, it was seen that 3FFNN was correctly modeled, and the prediction of the thermal conductivity coefficients was successfully realized. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aInsulation (Heat) =700 1\$aEyupoglu, Seyda,$eauthor. =700 1\$aMerdan, Nigar,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180129.htm =LDR 03169nab a2200445 i 4500 =001 JTE20170176 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170176$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170176$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA444 =082 04$a624.18341$223 =100 1\$aHu, Xin,$eauthor. =245 10$aInfluence of Defects on Reinforced Concrete Fracture Performance in Improved Wedge Splitting Tests /$cXin Hu, Shaowei Hu, Xiangqian Fan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTo predict the crack propagation and failure response of reinforced concrete structure, the effect of defects on reinforced concrete fracture characteristics was investigated.ased on the improved wedge splitting test device (an authorized patent No. ZL201410085111.7, China), specimens with various defects were tested. The formulas for the reinforced concrete double-K fracture parameters were derived, and a matrix describing the influence of defects was given. By this matrix, the defects were quantitatively transformed into the sectional loss and the double-K fracture parameters of these specimens were determined. The initial cracking load, unstable load, critical effective crack length, and unstable toughness were found to be improved significantly by the steel bars, but the initial toughness reduced slightly. In addition, with the increasing of sectional loss caused by defects, the initial cracking load, unstable load, and unstable toughness decreased in different proportions. Nevertheless, the defects were irrelevant to the critical effective crack length and the initial toughness. Besides, the critical interval of sectional loss ranged from 14.78 % to 15.48 % in the tests. Once the sectional loss was beyond this range, the steel bar enhancement on unstable toughness could no longer completely offset its attenuation caused by defects. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aReinforced concrete construction. =650 \0$aReinforced concrete. =650 \0$aConcrete construction. =700 1\$aHu, Shaowei,$eauthor. =700 1\$aFan, Xiangqian,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170176.htm =LDR 03232nab a2200445 i 4500 =001 JTE20180290 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180290$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180290$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA711.5 =082 04$a620.15$223 =100 1\$aLiang, Fayun,$eauthor. =245 10$aInfluence of Rigidity and Load Condition on the Contact Stress and Settlement Deformation of a Spread Foundation /$cFayun Liang, Xuan Liang, Chen Wang, Jie Wang, Yuanqi Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (24 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe distribution of the contact stress between a spread foundation and subsoil has been regarded as a classic issue in geotechnical engineering. Previous studies on this problem mainly focused on rigid foundations under axial loads, usually with width-to-height ratios (w/h) of 2.5 or less. However, flexible foundations are much more widespread in engineering applications. To investigate the effect of rigidity on the contact stress distribution and settlement deformation under axial and eccentric compression, two series of model tests on spread foundations (with w/h ratios from 2.5 to 4.0) placed on silty sand and clay were conducted. The results indicate that, under axial load, the contact stress in the central area of the rigid foundation is smaller than that around the edges. However, as the aspect ratio increases, the opposite occurs. Furthermore, in the eccentric compression progress, the w/h ratio (representing the rigidity of a foundation) has an important impact on the pressure distribution. A clear asymmetric distribution of pressure was observed under the eccentric load, and the maximal stress appears around the edges of the eccentric side under the rigid foundations, while under the flexible foundations the maximal stress appears in the central area. These research results can provide a practical reference for engineering applications with flexible foundations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aSoil-structure interaction. =700 1\$aWang, Chen,$eauthor. =700 1\$aLiang, Xuan,$eauthor. =700 1\$aWang, Jie,$eauthor. =700 1\$aLi, Yuanqi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180290.htm =LDR 03016nab a2200421 i 4500 =001 JTE20180403 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180403$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180403$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.17 =082 04$a620.165$223 =100 1\$aLucon, Enrico,$eauthor. =245 10$aInfluence of Shear Lip Symmetry on the Fracture Behavior of Charpy Specimens /$cEnrico Lucon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAn investigation was conducted at the National Institute of Standards and Technology (NIST) on the influence of shear lip symmetry on the fracture behavior (absorbed energy and data scatter) of Charpy specimens at different energy levels, corresponding to NIST low-energy, high-energy, and super-high-energy certified verification specimens. Whenever both shear lips are on the same tested specimen half (symmetrical fracture), absorbed energy tends to be lower than when each specimen half includes one shear lip (asymmetrical fracture) Fracture type does not have a significant effect on impact toughness or variability at low- or high-energy levels, but its influence becomes significant above 200 J. Specifically, super-high-energy specimen lots do not fulfill the NIST requirement (sample size < 5.0) when both fracture types are combined, whereas they may become acceptable if only symmetrical or asymmetrical fractures are considered. This tendency is particularly clear for the 9310 (3-nickel) steel, which is currently under consideration for the reinstatement of super-high-energy specimens in the NIST Standard Reference Materials catalog. The most effective method for preventing the formation of shear lips, and therefore avoiding this type of bimodal behavior, is to side-groove the Charpy specimens for a total thickness reduction of 10 %. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aNotched bar testing. =650 \0$aPendulum. =650 \0$aCompliance. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180403.htm =LDR 02831nab a2200433 i 4500 =001 JTE20180146 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180146$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180146$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE221 =082 04$a625.85$223 =100 1\$aCong, Peiliang,$eauthor. =245 10$aInvestigation of Carbonyl of Asphalt Binders Containing Antiaging Agents and Waste Cooking Oil Using FTIR Spectroscopy /$cPeiliang Cong, Hongjie Hao, Weihua Luo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe improved antiaging property of asphalt binders containing two types of antioxidants (tns-(2.4-di-tert-butyl)-phosphite (168) and antioxidant 1010 (1010)) and waste cooking oil (WCO) were investigated using Fourier transform infrared spectroscopy. In addition, the regeneration of WCO in aged asphalt binders was discussed. To assess the effects of antioxidants and WCO on the antiaging property of asphalt binders during the thermal oxidative aging process and the regeneration of WCO in aged asphalt binders, the carbonyl indexes were calculated. Experimental results indicated that 168, 1010, and WCO could reduce the carbonyl index of asphalt binders, and moreover, asphalt binders containing 168 had a smaller carbonyl index than those containing 1010, and the carbonyl indexes of the aged asphalt binders were reduced with the increase in WCO content. Therefore, the antioxidants and WCO could improve the antiaging property of asphalt binders, and WCO could be used as a rejuvenator for aged asphalt binders. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aPavements, Asphalt$xAdditives$xTesting. =650 \0$aAsphalt$xAdditives$xTesting. =700 1\$aLuo, Weihua,$eauthor. =700 1\$aHao, Hongjie,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180146.htm =LDR 03233nab a2200445 i 4500 =001 JTE20160471 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160471$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160471$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA357 =082 04$a625.84$223 =100 1\$aWang, Zheng,$eauthor. =245 10$aMeasurements of the Shear Modulus of Materials by the Free-Plate Torsional Mode Shape Method /$cZheng Wang, Yunlu Wang, Yu Cao, Zizhen Gao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this work, according to the first-order torsional mode shape function computed by ANSYS software and the optimization principle, the relationship between the shear modulus of materials and the first-order torsional frequency of the free plate was established in terms of the energy method. Mode shape coefficients of orthotropic materials (lumbers of Sitka spruce, Scots pine, Beech, et al.) and isotropic materials (steel, aluminum, and glass) were calculated. The correlation between the mode shape coefficients of lumbers in tangential, radial, and cross sections and length-width and width-thickness ratios of the free plate was obtained. Also, the correlation between the mode shape coefficients of isotropic materials and the length-width ratio of the free plate were achieved. The correctness of these correlations was verified by mathematical simulation, dynamic testing, and static testing for shear modulus. The transient excitation method can be used to measure the spectrum of free plates. With the aid of the cross-power spectrum based on the frequency spectrum, the first-order torsional frequency of the free plate can be directly identified. The free-plate torsional mode shape method proposed in this work is applicable not only to testing the shear modulus of isotropic materials such as steel but also to testing shear modulus in the three main sections (GTL, GLR, and GRT) of orthotropic materials such as lumber. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aShear flow$xComputer simulation. =650 \0$aShear flow. =700 1\$aWang, Yunlu,$eauthor. =700 1\$aCao, Yu,$eauthor. =700 1\$aGao, Zizhen,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160471.htm =LDR 02803nab a2200481 i 4500 =001 JTE20170300 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170300$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170300$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA683.2 =082 04$a624.18341$223 =100 1\$aChen, Lin,$eauthor. =245 10$aMechanical Behavior of a PBX Substitute Material under Static and Dynamic Loading /$cLin Chen, Dong Han, Shu-Lin Bai, Feng Zhao, Ke-Wu Li, Jian-Kang Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA polymer-bonded explosive substitute material (PBX) composed of sugar granules and polymer binder was fabricated with a weight proportion of 90:10. Static Brazilian tests accompanied by high-speed photography, digital image correlation (DIC) technology, and dynamic mechanical analysis (DMA) were carried out. The tensile stress-strain relation is quasi-linear until failure with a tensile strength of about 0.89 MPa, elastic modulus of 35 MPa, and Poisson's ratio of 0.392. Microscopically, interfacial debonding and intergranular fractures are the main mechanisms of damage. By DMA, the storage modulus and tan ? show a strong dependence on temperature and less dependence on frequency; the glass transition temperature is found to be about 50°C. These results are helpful for understanding the behavior of PBX under tensile and dynamic loading. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aReinforced concrete construction. =650 \0$aFinite element method. =650 \0$aPlastic analysis (Engineering) =700 1\$aHan, Dong,$eauthor. =700 1\$aBai, Shu-Lin,$eauthor. =700 1\$aZhao, Feng,$eauthor. =700 1\$aChen, Jian-Kang,$eauthor. =700 1\$aLi, Ke-Wu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170300.htm =LDR 03275nab a2200409 i 4500 =001 JTE20170063 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170063$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170063$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aVerma, Akarsh,$eauthor. =245 10$aMechanical, Microstructural and Thermal Characterization of Epoxy-Based Human Hair-Reinforced Composites /$cAkarsh Verma, V. K. Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (23 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aOwing to their biodegradable nature and cost-effectiveness, natural fibers have attracted the attention of various material scientists. One such fiber is human hair (HH), which is viscoelastic-plastic in nature and encloses well-characterized microstructures within it. An important aspect is that a strand of HH having a diameter of 60 ?m is capable of withstanding a force of 100-150 grams/fiber. However, wastage of HH on an enormous scale poses an environmental challenge. Therefore, the authors have utilized this novel fiber in the field of composites and revealed the systematic methodology of fabricating HH with polymers using the wet hand lay-up technique. The diverse compositions of polymer-HH composite, with varying HH weight percentages (wt.%) of 5, 6, 7, 8, 9, and 10 %, were put to investigation. In the present work, treatment of HH with potassium hydroxide and curing of polymer further enhanced the bonding properties of composites. The specimens were examined micro-structurally through scanning electron microscopy (SEM) and X-ray powder diffraction (XRD) tests, followed by the mechanical tests: tensile, compression, flexural, hardness, and impact. Both the microstructural and mechanical tests complemented each other and confirmed that the cured polymer composite speckled with 7 wt.% of HH fiber content was the best of all formulations, as it provided the highest magnification in mechanical properties relative to neat polymer. Finally, the thermal analysis was done via thermal gravimetric analysis (TGA) and differential thermal analysis (DTA) techniques. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aFibrous composites. =700 1\$aSingh, V. K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170063.htm =LDR 03208nab a2200457 i 4500 =001 JTE20170017 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170017$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170017$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA712 =082 04$a620.136$223 =100 1\$aNi, Pengpeng,$eauthor. =245 10$aModel Tests of Buoyant Force on Underground Structures /$cPengpeng Ni, Xin Kang, Linhui Song, Guoxiong Mei, Yanlin Zhao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aConventionally, buoyant foundations are designed based on Archimedes' principle, by which the buoyant force is computed by simply measuring the weight of groundwater that is displaced. However, soil at shallow depths is generally unsaturated and should be considered as a multiphase porous medium with heterogeneous properties. The efficacy of the Archimedes' calculation of buoyant force is questionable because recent field evidence indicates that the measured buoyant force is actually much smaller, and the foundation design is always conservative. This article presents a series of model tests on shallow foundations embedded in different surrounding types of materials, such as pure water, clay, and sand to clay-sand composites. Both the transient and sustained hydrostatic uplift forces were measured. It has been demonstrated that the measured buoyant force increased with time and was always less than the theoretical value. A reduction coefficient was consequently suggested to scale down the Archimedes' buoyant force for use in design. For shallow foundations in clay, a value of 0.3-0.4 should be used to evaluate the transient uplift force, and a higher value of 0.7-0.8 is recommended for the estimation of the steady-state buoyant force. For sand, the reduction coefficient varies between 0.85 and 0.95 for transient and sustained uplift conditions, respectively. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aUnderground construction. =650 \0$aConcrete construction. =700 1\$aKang, Xin,$eauthor. =700 1\$aMei, Guoxiong,$eauthor. =700 1\$aZhao, Yanlin,$eauthor. =700 1\$aSong, Linhui,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170017.htm =LDR 01964nab a2200409 i 4500 =001 JTE20170086 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170086$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170086$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP986.5.A2 =082 04$a668.412$223 =100 1\$aGiuliano, G.,$eauthor. =245 10$aMultiphase Gas Blow Forming of AA2017 /$cG. Giuliano. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study describes a gas blow forming process used to produce metal components from aluminum AA2017 alloy. With regards to producing an axisymmetric metal component by means of a multiphase gas blow forming process, it is possible to optimize thickness distribution in terms of thickness uniformity and obtain forming times that are suited to high volume production. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aPlastics$xMolding. =650 \0$aBlow molding. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170086.htm =LDR 02933nab a2200433 i 4500 =001 JTE20170589 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170589$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170589$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA444 =082 04$a620.137$223 =100 1\$aChowdhury, M. A.,$eauthor. =245 10$aPrediction and Optimization of Erosion Rate of Carbon Fiber-Reinforced Ebonite Using Fuzzy Logic /$cM. A. Chowdhury, B. A. Shuvho, U. K. Debnath, D. M. Nuruzzaman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this study, a fuzzy artificial intelligence approach is utilized to predict the erosion rate of reinforced ebonite composite materials with carbon fiber owing to the significant accuracy of soft computing techniques. Experimental data were used to predict the erosion rate with respect to the input testing conditions, namely, impact velocity, impingement angle, erodent size, and stand-off distance. The size of the erosive element of randomly shaped sand particles (silicon dioxide) is set between 300 and 600 ?m. Other input process parameters, such as the impact velocity between 30 and 50 m/s, the impingement angle between 30° and 90°, and the stand-off distance between 15 and 25 mm, are selected. The consistency between the experimental and fuzzy logic model values, with a 94.45 % accuracy, signifies that the proposed fuzzy logic model is suitable for predicting the erosion rate of reinforced ebonite composite materials. The maximum erosion rate is obtained between a 50° and 60° impingement angle. Morphological images are analyzed by scanning electron microscopy to elucidate the erosion mechanisms. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aReinforced concrete. =650 \0$aFiber-reinforced concrete. =650 \0$aFiber-reinforced concrete$xTesting. =700 1\$aShuvho, B. A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170589.htm =LDR 02738nab a2200433 i 4500 =001 JTE20180440 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180440$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180440$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA354 =082 04$a620.1054$223 =100 1\$aStancic, Ivo,$eauthor. =245 10$aPrototype of the Energy Efficient Device for Measurement and Analysis of Impacts During Small Parcel Shipping /$cIvo Stancic, Jelena Jukic, Josip Music. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSmall parcels are unfortunately subjected to different kinds of risks during the transport and delivery process. Shock is the most severe hazard that can result from kicks, drops, or tosses and by which fragile and sensitive content can be damaged or destroyed. Modern-day parcel delivery methods have a severe impact on the possibility of mechanical damage to transported goods. This article deals with the challenge of creating a simple, inexpensive, and modular logger that can measure mishandling and environmental conditions during parcel transport and delivery. The proposed logger is a small electronic device that can be sent together with the shipped content, thus simultaneously detecting and recording possible mishandling incidents during both transport and delivery. The device was successfully tested in several real-life scenarios (with different delivery service providers) and provided valuable insight into small parcel handling during the delivery process. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aImpact. =650 \0$aShock (Mechanics) =700 1\$aJukic, Jelena,$eauthor. =700 1\$aMusic, Josip,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180440.htm =LDR 02965nab a2200409 i 4500 =001 JTE20170102 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170102$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170102$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.E4 =082 04$a678.7$223 =100 1\$aKanchwala, Husain,$eauthor. =245 10$aRationally Derived Three-Parameter Models for Elastomeric Suspension Bushings: Theory and Experiment /$cHusain Kanchwala, Anindya Chatterjee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (24 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aLinear, causal, and time-invariant viscoelastic material response models are of practical interest in many areas, including our interest in automotive suspension bushings. Empirical fits to experimental data may involve several fitted parameters which, if chosen arbitrarily, violate theoretical restrictions derived from causality, linearity, and time invariance. Here, we retain a correction term in an asymptotic expansion for Bode's representation of the famous Kramers-Kronig relations. We then derive two new mathematical forms that both satisfy theoretical restrictions and fit experimental data well. Both forms proposed in this article have three free parameters each. The first form has logarithms and power law terms and is valid if the index in the power law is small. The second form has only logarithmic terms and satisfies restrictions exactly. Both forms successfully fit the test data for four different automotive suspension bushings in a frequency range of 1-30 Hz. The first form, with the power law, is more complicated but fits the data slightly better. Because the frequency response involves both a real and imaginary part, simultaneously fitting both parts well with merely three parameters validates the approximations proposed in this article. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aElastomers. =700 1\$aChatterjee, Anindya,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170102.htm =LDR 03457nab a2200421 i 4500 =001 JTE20180517 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180517$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180517$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a624.183$223 =100 1\$aSolanki, Pranshoo,$eauthor. =245 10$aRecycling of Post-Consumer PET Plastic Waste Bottles in Non-Cement Composites for Construction Applications /$cPranshoo Solanki, Samikaran Bhattarai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study focused on developing and evaluating non-cement composites for construction applications using post-consumer polyethylene terephthalate (PET) plastic bottles. A total of two types of non-cement composites, namely, pervious PET composite (PPC) and PET soil composite (PSC), were developed. In addition, nine PPC mixes and five PSC mixes were designed using different PET and soil contents. Using the mix designs, cylindrical samples of PPC and PSC were produced in mold by compacting a mixture containing molten PET and heated soil or aggregates or both in accordance with proportions determined from mix design. Dry cylindrical samples of PPC were tested for indirect tensile strength and permeability in a unique manner. On the other hand, dry PSC samples were tested for compressive strength and moisture susceptibility tests. A PET content of 7.5 % PET was found to provide maximum tensile strength values among all PPC samples tested in this study. It was also found that using PET alone in PPC mix is not strong enough in binding aggregates and, therefore, 10 % soil was found to provide maximum strength. Permeability values of PPC mix decreased with an increase in both PET and soil content. The developed PSC mixes produced higher compressive strength values as compared to control samples containing up to 10 % cement; 25 % PET content provided strength of approximately 4,690 psi. Increase in PET content made PSC samples more ductile and moisture resistant. Overall, findings from this study indicate that PPC and PSC could potentially be used for construction applications and offer an effective technique for diverting a large amount of PET plastic from landfills and incinerators. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aComposite materials. =650 \0$aCement composites. =700 1\$aBhattarai, Samikaran,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180517.htm =LDR 02800nab a2200397 i 4500 =001 JTE20170310 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170310$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170310$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK5105.5 =082 04$a004.6$223 =100 1\$aChen, Wu-Lin,$eauthor. =245 10$aReliability and Sensitivity Analysis of the Controllable Repair System with Warm Standbys under the Recovery Threshold Policy /$cWu-Lin Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article performs reliability and sensitivity analyses of a controllable repair system with M operating units, S warm standby units, and an unreliable repair server under the recovery threshold policy. Failure times and service times of an operating unit or a standby unit are assumed to follow exponential distributions. When the repair server normally operates, it is subject to breakdowns; while a breakdown occurs, the repair server requires repair at another repair facility, and the repair of the breakdown server cannot be initiated until there are more than or equal to q failed units. The times to breakdown and repair times of the server are also assumed to be exponentially distributed. A server during a breakdown period can provide partial service with lower service rates. This article derives expressions for system reliability as well as the mean time to failure. The sensitivity analyses of both system performance measures are performed. Finally, some numerical experiments are designed and performed to demonstrate how the system performance measures are affected by the change of each system parameter. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aComputer networks$xMaintenance and repair. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170310.htm =LDR 03233nab a2200421 i 4500 =001 JTE20170494 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170494$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170494$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ163.9 =082 04$a621.042$223 =100 1\$aGowthaman, A.,$eauthor. =245 10$aRenewable Energy-Supported Hybrid Active Power Filter for Grid-Connected Application /$cA. Gowthaman, R. Anita. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (28 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis research article presents a Photovoltaic (PV) and battery-supported Series Hybrid Active Power Filter (SHAPF), which includes a series APF (SAPF), parallel-connected passive filter, and PV system with a battery energy storage unit. The PV-supported SHAPF provides compensation against the voltage harmonics, current harmonics, and voltage interruption for a whole day. The SHAPF systems need certainty in order to provide active power to the power system to maintain the load voltage level during voltage sag. Conventionally, the SAPF has the capacity to compensate for a limited amount of active power in the system. Thus, additional energy sources need to be added into the dc link of the SAPF. The proposed SHAPF circuitry utilizes the renewable energy source with an energy storage unit to meet the dc-link voltage requirement of the SAPF. Additionally, it exports the power that is generated in the PV system to the load. The series inverter is used to supply part of or the entire reactive power required by the load along with compensating the sag and swell, supply voltage unbalance, and distortions. This is achieved by controlling the phase angle and the magnitude of series-injected voltage, which is called the power angle control method. The fuzzy logic controller-based power angle control method is employed to compensate the voltage-based disturbances in the distribution system. The performance of the PV and battery-supported SHAPF is evaluated by conducting MATLAB/Simulink simulation and experimental studies. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aRenewable energy sources. =650 \0$aPower (Mechanics) =700 1\$aAnita, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170494.htm =LDR 02776nab a2200421 i 4500 =001 JTE20170230 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170230$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170230$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS21.A6 =082 04$a630$223 =100 1\$aLi, Faping,$eauthor. =245 10$aResearch on Connection between Essential Properties and Micromechanism of Organic Silicon-Modified Cement Mortar /$cFaping Li, Jiesheng Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article aimed to research the effect of organic silicon on the density, mechanical strength, water absorption, porosity, and crack resistance of cementitious construction materials. Modified cement mortar was prepared by adding different amounts of organic silicon into control cement mortar. Mechanical strength was evaluated using bending and compressive strength tests. Porosity was evaluated to assess the inner structure of cement mortar. Furthermore, the micromechanism of modified cement mortar and control cement mortar was explored using the nitrogen-absorption test and a Scanning Electron Microscope (SEM) Experimental results showed that for the organic silicon and mix design used in this article, the incorporation of organic silicon generally reduced the mechanical strength and density and increased the water absorption, porosity, and crack resistance. In addition, the analysis of the nitrogen-absorption test and SEM test revealed the modified mechanism and the connection between the macroscopic properties and micromechanism of modified cement mortar. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aCement. =650 \0$aConcrete. =700 1\$aLiu, Jiesheng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170230.htm =LDR 02980nab a2200409 i 4500 =001 JTE20170637 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170637$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170637$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC173.454 =082 04$a530.41$223 =100 1\$aBai, Yunshan,$eauthor. =245 10$aResponse of Surface Acoustic Wave Propagation to Gasoline Gum Deposited on the Surface of Piezoelectric Substrate /$cYunshan Bai, Mingxi Deng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this article, theoretical analyses and experimental examinations have been performed on the response of surface acoustic wave (SAW) propagation to the film of gasoline gum deposited on the surface of a piezoelectric substrate, where the film of gasoline gum was thought of as viscoelastic. Using a commercial software (COMSOL Multiphysics), the influence of mass loading and viscoelasticity of the viscoelastic film on the SAW propagation has been numerically analyzed. It has been found that both the amplitude attenuation and the center frequency shift of SAW propagation change sensitively and monotonically with the change in mass loading and viscoelastic behavior of the viscoelastic film. To verify the theoretical analyses, the experimental examinations of the response of SAW propagation to the film of gasoline gum have been carried out. The experimental results show good consistency with the theoretical predictions. Both the amplitude attenuation and center frequency shift of SAW propagation indicate a significant sensitivity to change in the content of gasoline gum deposited on the surface of SAW propagation substrate. It is expected that the results obtained can provide a means for rapidly sensing the content of gum in automotive gasoline using the SAW technique. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aSolid state physics. =700 1\$aDeng, Mingxi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170637.htm =LDR 03044nab a2200445 i 4500 =001 JTE20170257 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170257$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170257$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE210.8 =082 04$a388.109763$223 =100 1\$aDeng, Yongfeng,$eauthor. =245 10$aRevisiting Relationships among Specific Surface Area, Soil Consistency Limits, and Group Index of Clays /$cYongfeng Deng, Qianwen Liu, Yujun Cui, Qiong Wang, Songyu Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aInvestigations correlating specific surface area (SSA) with other soil parameters like consistency limits are helpful in understanding the internal meaning of soil properties. In this study, a large database (267 groups of test results) from the literature is established, and the performed statistical analyses show that the traditional relationship with limited data may be invalid when large data are involved. Hereafter, there is a relatively good relationship between the soil consistency limits and SSA when the threshold SSA value (about 80 m2/g) is identified, which suggests that the soils totally behave as pellets and platelets in the geometry, respectively, before and after this value. Despite the fact that this threshold SSA should complicatedly depend on the crystalline formation, clay mineral, and clay fraction in the particle size distribution, this threshold is relatively reliable in view of these large data statistics. Additionally, the group index by ASTM and the methylene blue value by Laboratoire Centrale des Ponts et Chaussées in France can be mutually converted to characterize subgrade soils to account for the established relationship between consistency limits and SSA. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aClay soils$xStability. =700 1\$aLiu, Qianwen,$eauthor. =700 1\$aLiu, Songyu,$eauthor. =700 1\$aCui, Yujun,$eauthor. =700 1\$aWang, Qiong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170257.htm =LDR 03208nab a2200457 i 4500 =001 JTE20170094 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170094$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170094$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA248.5 =082 04$a511.3223$223 =100 1\$aLiu, Hu-Chen,$eauthor. =245 10$aRobot Evaluation and Selection Using the Hesitant Fuzzy Linguistic MULTIMOORA Method /$cHu-Chen Liu, Hao Zhao, Xiao-Yue You, Wen-Yong Zhou. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (22 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWith the development of modern technology, industrial robots have been applied extensively in different industries to perform high-risk jobs and produce high-quality products. However, selecting an appropriate robot for a specific manufacturing environment is a difficult task for decision makers because of the increase in complexity, production demands, and the availability of different robot types. Normally, robot selection can be regarded as a complex multicriteria decision-making problem, and decision makers often use uncertain linguistic terms to express their assessments because of time pressure, lack of data, and their limited expertise. In this article, a modified MULTIMOORA (Multiobjective Optimization by Ratio Analysis plus the Full Multiplicative Form) method based on hesitant fuzzy linguistic term sets (named HFL-MULTIMOORA) is proposed for evaluating and selecting the optimal robot for a given industrial application. This method deals with the decision makers' uncertain assessments with hesitant fuzzy linguistic variables, which can increase the flexibility of representing linguistic information. Finally, an empirical example is presented to demonstrate the proposed method, and the results indicate that the HFL-MULTIMOORA provides a useful and practical tool for solving robot selection problems within a hesitant linguistic information environment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aFuzzy sets. =650 \0$aOperations research. =650 \0$aEngineering. =700 1\$aZhao, Hao,$eauthor. =700 1\$aYou, Xiao-Yue,$eauthor. =700 1\$aZhou, Wen-Yong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170094.htm =LDR 02962nab a2200421 i 4500 =001 JTE20170709 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170709$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170709$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a620.136$223 =100 1\$aXu, Lingyu,$eauthor. =245 10$aSize Effect of the Post-Peak Cyclic Behavior of Plain Concrete in Uniaxial Tension with Acoustic Emission Technique /$cLingyu Xu, Xudong Chen, Yuzhi Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (27 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAt present, studies about the size effect of concrete mainly focus on macroscopic mechanical behaviors like strength and fracture energy, while research on the size effect of the cyclic nonlinear properties of concrete is very rare. To further analyze the ambiguous concept of specimen size, three types of precut cylindrical concrete specimens with the same diameter but different heights, the same height but different crack depths, and the same aspect ratio but different volumes are used for the uniaxial post-peak cyclic tensile test. At the same time, the acoustic emission (AE) device is used to monitor and collect the AE signals in the loading process. According to the test results, no size effect exists in the accumulation of residual deformation, but the degradation of the unloading modulus is related to the specimen diameter. Meanwhile, the Kaiser effect is found in the analysis of AE signals. After the data analysis, a post-peak cyclic tensile model of concrete is proposed based on the size effect and damage evolution. The quantitative relationship among the model parameter, specimen aspect ratio, and damage is calculated. Finally, a good comparison is found between the predicted model and experimental result. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aConcrete. =700 1\$aChen, Xudong,$eauthor. =700 1\$aChen, Yuzhi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170709.htm =LDR 03413nab a2200433 i 4500 =001 JTE20160331 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160331$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160331$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTC77 =082 04$a624.171$223 =100 1\$aZhao, Yi,$eauthor. =245 10$aSmall-Strain and Large-Strain Modulus Measurements with a Consolidation Device /$cYi Zhao, Nabeel S. Mahmood, Richard A. Coffman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (25 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aBy using a back-pressure saturated, constant rate-of-strain consolidation device with bender elements (BP-CRS-BE), values of large-strain constrained modulus (M) and small-strain shear modulus (Gmax) were obtained from tests performed on kaolinite soil specimens. The methodology and procedures that were utilized to obtain values of M, Gmax, large-strain shear modulus (G), drained Poisson's ratio (?), horizontal effective stress (?h'), vertical effective stress (?v'), specific volume (v), coefficient of lateral earth pressure during unloading (K0,UL), and drained friction angle (γ') are discussed herein. The following five observations were made. (1) The Gmax values increased with increasing values of ?v' and decreased with increasing values of the overconsolidation ratio (OCR) (2) The Gmax values that were obtained by utilizing correlations and the large-strain BP-CRS-BE testing data (identified as GmaxCRS,p'), which were back-calculated by considering the modulus reduction, matched the Gmax values that were obtained from the bender element measurements within the BP-CRS-BE device (Gmax,BE) (3) The ? values increased with increasing ?v' values but decreased with the increasing void ratio (e) values. (4) The K0,UL values increased with increasing OCR values. (5) The ? values that were calculated for the soil that was tested within the BP-CRS-BE device by using the K0,UL-OCR data that were obtained from the BP-CRS-BE device (21.2°, 16.0°, and 24.7°) were similar to the γ' values that were obtained from modified Mohr-Coulomb diagram from triaxial tests on the same soil (20.7°) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aStrains and stresses$xAnalysis. =650 \0$aGranular materials$xMathematical models. =700 1\$aMahmood, Nabeel S.,$eauthor. =700 1\$aCoffman, Richard A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160331.htm =LDR 03602nab a2200409 i 4500 =001 JTE20170105 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170105$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170105$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA435 =082 04$a620.135$223 =100 1\$aVipulanandan, C.,$eauthor. =245 10$aSmart Cement Compressive Piezoresistive, Stress-Strain, and Strength Behavior with Nanosilica Modification /$cC. Vipulanandan, A. Mohammed. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (23 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this study, smart cement with a water-to-cement ratio of 0.38 was modified with up to 1 % silica nanoparticles (NanoSiO2) to evaluate the effect not only on the sensing properties but also on the compressive stress-strain relationship and strength. The oil well cement (class H) and cement modified with NanoSiO2 were characterized using X-ray diffraction analysis and thermal gravimetric analysis. The smart cement was prepared by adding 0.1 % of the conductive filler based on the percolation theory concept to make the cement piezoresistive yet remain a nonconductive material. Testing evaluated the smart cement behavior with and without NanoSiO2 to verify the sensitivity of electrical resistivity changes with time and compressive loading. The addition of 0.5 and 1 % NanoSiO2 increased the initial electrical resistivity of the smart cement by 17 and 35 %, respectively. In one day, the maximum change in the electrical resistivity (RI24hr) for the smart cement without NanoSiO2 was 364 %. The RI24hr for the smart cement with NanoSiO2 decreased with the amount of NanoSiO2. The addition of 1 % NanoSiO2 increased the compressive strength of the smart cement by 14 and 42 % after 1 and 28 days of curing, respectively. The nonlinear Vipulanandan p-q curing model was used to predict the changes in electrical resistivity with curing time. The piezoresistivity of smart cement with NanoSiO2 was over 500 times higher than the regular cement, depending on the curing time and NanoSiO2 content. The Vipulanandan p-q stress strain and stress change in resistivity models also predicted the experimental results very well. For smart cement modified with NanoSiO2, the resistivity change at peak stress was over 1,250 times higher than the change in the compressive strain. A linear correlation was obtained between the RI24hr and the compressive strength of the modified smart cement based on the curing time. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aCement$xTesting. =700 1\$aMohammed, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170105.htm =LDR 02908nab a2200457 i 4500 =001 JTE20170196 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170196$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170196$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH7 =082 04$a666.94$223 =100 1\$aLiu, Jiesheng,$eauthor. =245 10$aStudy in the Durability of Silane-Based Mortar /$cJiesheng Liu, Li Faping, Du Liwei, Liu Xiaofan, Zhang Rongtang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article investigates the durability properties of mortar containing three types of silanes as integral additives. Compared with the plain mortar, mortar samples with silanes exhibited better performance when subjected to freezing-thawing cycles and chemical and carbonation corrosion. The addition of silanes also results in the formation of chemical bonding across the interface, which is helpful for improving crack resistance. Additionally, mortar samples with ?-Glycidoxypropyl methyldimethoxysilane (GDMMS) show better freezing-thawing resistance and chemical corrosion resistance than do mortar samples with ?-aminopropytriethoxysilane and 3-(Trimethoxysilyl)propyl methacrylate, because of the more effective interface between the GDMMS and mortar. For mortar samples with silanes, the effect of the types and quantity of silanes on the crack resistance of mortar and carbonation corrosion is not obvious. Scanning electron microscopy images show that silanes perform the networking and "coupling" effect to hold mortar particles, resulting in the improvement of mortar durability. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aMortar$xAdditives$xTesting. =650 \0$aMortar$xTesting. =700 1\$aFaping, Li,$eauthor. =700 1\$aXiaofan, Liu,$eauthor. =700 1\$aRongtang, Zhang,$eauthor. =700 1\$aLiwei, Du,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170196.htm =LDR 02846nab a2200409 i 4500 =001 JTE20170374 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170374$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170374$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD381.9.S97 =082 04$a547.70453$223 =100 1\$aFaping, Li,$eauthor. =245 10$aStudy on the Properties and Mechanism of Mortars Modified by Super Absorbent Polymers /$cLi Faping, Liu Jiesheng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe article investigated the influence of Super Absorbent Polymers (SAPs) with absorption behaviors on the consistency, fluidity, water absorption, mechanical properties, early crack resistance, permeability resistance, and degree of hydration of cementitious construction materials. Mechanical strength was investigated using a flexural and compressive strength test machine. Nonevaporable water content was employed to assess the degree of hydration of the cement powders. The durability of mortar was characterized using early crack resistance and a permeability resistance test. Furthermore, the micromechanism of mortars modified by SAPs and control mortars was researched using a Scanning Electron Microscope (SEM) Experimental results showed that for the SAPs and mix designs used in this article, the incorporation of SAPs generally reduced the mechanical strength and increased the consistency, fluidity, water absorption, and degree of hydration of modified mortars compared with control mortars. The durability of mortars incorporating SAPs was greatly improved. The connection of the macroproperty and micromechanism of mortars was researched using an SEM. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aPolymers$xSurfaces$xAnalysis. =700 1\$aJiesheng, Liu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170374.htm =LDR 03439nab a2200445 i 4500 =001 JTE20170265 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170265$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170265$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1925 =082 04$a678$223 =100 1\$aZhang, Weifang,$eauthor. =245 10$aThe Effect of Accelerated Aging on the Properties of Nitrile Butadiene Rubber (NBR) O-Rings /$cWeifang Zhang, Weitao Lou, Xuerong Liu, Dan Xu, Jingyu Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe degradation behaviors and mechanisms of nitrile butadiene rubber O-rings aged in air are investigated by accelerated aging tests at different temperatures. The compressive stress changes of nitrile butadiene rubber O-rings are monitored by using a self-designed test device during the degradation process. The aging samples under different conditions are evaluated by measuring attenuated total reflection Fourier transform infrared (ATR-FTIR) spectroscopy, crosslinking density, compressive stress relaxation, weight loss, mechanical properties, and fracture morphology. The results demonstrate that the compressive stress declines with aging time, and the higher the temperature is, the faster the stress decreases. The ATR-FTIR results indicate that amide groups and hydroxyl groups are formed during the degradation process. The elevated temperature plays a significant role in the surface chemical changes. The changes in the crosslinking density of the samples could be attributed to the competition between crosslinking and chain scission, and the crosslinking mainly predominates in the aging process. The results of mechanical properties show that the tensile strength, elongation at break, and hardness of samples changes significantly with aging time and temperature. In addition, the fracture morphology observation reveals that the formation of a hardened brittle outer layer, voids, and agglomerates lead to a further decrease in mechanical properties. These results are very important for evaluating the lifetime of rubber O-rings and can be utilized to improve the stability and durability of sealing systems. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aPolybutadiene. =700 1\$aLiu, Xuerong,$eauthor. =700 1\$aLou, Weitao,$eauthor. =700 1\$aXu, Dan,$eauthor. =700 1\$aZhang, Jingyu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170265.htm =LDR 03145nab a2200409 i 4500 =001 JTE20160496 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160496$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160496$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA740 =082 04$a624.1513$223 =100 1\$aWang, Yanbing,$eauthor. =245 10$aThe Rock-Breaking Mechanism of Directional Fracture Blast Using an Irregular Shape Cartridge and Its Field Application /$cYanbing Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe testing system of digital laser dynamic caustics was performed here to examine the super-dynamic fracture mechanics of directional blasting crack, which, using an irregular shape cartridge, revealed the rock breaking mechanism of directional fracture blast. The findings show that the blasting primary crack fracture features-the typical tensile break, the variation trend of the dynamic stress intensity factor (DSIF), crack propagation velocity, and crack length- were more or less the same, the primary crack fracture was finished during 60-200 ?s, the limit DSIF scarcely exceeded 1.5 MN/m3/2, and the arrest toughness of the blasting fracture was about 0.3 MN/m3/2. The irregular shape cartridge showed significant detonation wave unloading effects and detonation gas jet effects in the accumulative direction or slotting direction; the "air wedge effect" of the high-pressure detonation gas jet acted as the main drive for further expansion of the compression radial crack in the accumulative direction (or slotting direction), which also held the propagation of the compression radial crack in the nonaccumulative or nonslotting direction) Additionally, the accumulative cartridge and slotted cartridge were applied to the construction field, and it was found that the directional fracture blast was enabled, the good blasting fracture surface was formed, and better economic benefits and less operation time could be achieved using these two cartridges. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aRock excavation. =650 \0$aRocks$xFracture. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160496.htm =LDR 03743nab a2200433 i 4500 =001 JTE20170098 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170098$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170098$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.5 =082 04$a624.151363$223 =100 1\$aWang, Dongxing,$eauthor. =245 10$aWater Immersion-Induced Strength Performance of Solidified Soils with Reactive MgO-A Green and Low Carbon Binder /$cDongxing Wang, Hongwei Wang, Yuzhou Jiang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAlthough portland cement is widely used for soft ground improvement, there are significant environmental impacts associated with its production. Thus, the reuse of industrial by-products is encouraged to develop environmentally friendly binders. The soils solidified with reactive magnesium oxide (MgO)-a green and low carbon binder-are subjected to water immersion for different periods of time, and later, the unconfined compressive strength tests are performed on them. The water stability of nonsolidified and MgO-solidified soils is evaluated by visual examination and strength evaluation. A detailed comparison of strength between MgO-, MgO plus fly ash-, and cement-solidified soils is performed, and the test result demonstrates the reinforcing effect of fly ash addition and the superiority of reactive MgO over cement in strength optimization. The image analysis suggests three typical failure modes of tested samples, i.e., shearing failure, lateral bulge failure, and taper failure. The failure modes are closely related to the compressive strength levels. The data indicate that the power function and linear function can describe satisfactorily the correlations of compressive strength against failure strain and compressive strength against the deformation modulus. The microstructural analysis, especially, reveals that the main hydration products responsible for strength amelioration are magnesium hydroxide (Mg(OH)2) and calcium-silicate-hydrate (C-S-H) gels for MgO and cement-treated soils, respectively. Further research should be systematically performed on MgO plus fly ash-solidified soils to investigate the physico-chemical reactions that potentially occurred, although Mg(OH)2 and M-S-H are primarily detected in reactive MgO-activated fly ash paste. To summarize, the environmental and economic benefits can be expected from replacing portland cement with reactive MgO-bearing binders for soil solidification. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aSoil stabilization$xTesting. =650 \0$aSoil stabilization. =700 1\$aJiang, Yuzhou,$eauthor. =700 1\$aWang, Hongwei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170098.htm =LDR 02570nab a2200409 i 4500 =001 JTE20170227 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170227$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170227$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620.1126$223 =100 1\$aAbd El-Raheem, A. M.,$eauthor. =245 10$aOptimal Plans of Constant-Stress Accelerated Life Tests for Extension of the Exponential Distribution /$cA. M. Abd El-Raheem. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this article, the optimal plans for a k-level constant-stress accelerated life test are presented for extension of the exponential failure data under complete sampling. According to the log-linear life-stress relationship, the optimal proportion of test units allocated to each stress level is determined under D- and C-optimality criteria. Moreover, a real data set is analyzed to illustrate the proposed procedures. Furthermore, the real data set is used to show that extension of the exponential (EE) distribution can be a better model than both Weibull distribution and generalized exponential distribution. In addition, numerical examples are used to illustrate the proposed procedures and to compare between the D-optimal plan and C-optimal plan through asymptotic variance of maximum likelihood estimators. Finally, some interesting conclusions are obtained. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aStrains and stresses$xTesting. =650 \0$aMaterials$xFatigue$xTesting. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170227.htm =LDR 03011nab a2200421 i 4500 =001 JTE20170145 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170145$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170145$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA683.2 =082 04$a624.18341$223 =100 1\$aPachideh, Ghasem,$eauthor. =245 10$aAn Experimental Study on the Effects of Adding Steel and Polypropylene Fibers to Concrete on Its Resistance after Different Temperatures /$cGhasem Pachideh, Majid Gholhaki. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe use of fibers in concrete improves strength, ductility, and durability of concrete. Concrete has fireproofing properties, but rebars are the most important concern of reinforced concrete structures in the event of a fire outbreak. Therefore, one of the recommendations to reduce these risks is the use of alternative materials like fibers. In this article, the effects of different temperatures on the mechanical properties of concretes with different cement contents containing steel and polypropylene fibers were studied. The specimens were placed under temperatures of 25°C, 100°C, 250°C, 500°C, and 700°C, and the results revealed that the effects of fire on concrete containing steel fibers are more damaging. Also, the compressive strength and modulus of rupture at 25°C and tensile strength at 250°C have the maximum values. Compressive and tensile strengths of concrete containing steel fibers were 40 % and 50 %, respectively, more than the concrete containing polypropylene fibers. However, their flexural strength was almost equal. By comparing the flexural strength of specimens with grade 400 and grade 700, it can be concluded that the specimens with grade 400 have more resistance by about 10 to 40 %. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aReinforced concrete construction. =650 \0$aConcrete construction. =700 1\$aGholhaki, Majid,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170145.htm =LDR 02962nab a2200421 i 4500 =001 JTE20160594 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160594$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160594$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519.24$223 =100 1\$aLoganathan, A.,$eauthor. =245 10$aConstruction of Reliability Single Sampling Plans Based on Exponentiated Exponential Distribution /$cA. Loganathan, M. Gunasekaran. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aReliability sampling plans are used in manufacturing industries to make decisions regarding the disposition of lots based on life testing of the product. Censoring schemes may be adopted in life testing in order to save on time and cost of life testing. The sampling plans are designed based on the respective probability distribution of the lifetime of the products under testing. Several works regarding the design of reliability sampling plans under various censoring schemes are found in the literature. Exponentiated exponential distribution has found applications in reliability and life testing, which is also considered as an alternative in these fields to Weibull and gamma distributions. In this article, reliability single sampling plans are designed under a hybrid censoring scheme, assuming that the lifetime is distributed according to an exponentiated exponential distribution. Plan parameters are determined using binomial probabilities that protect the interests of both producer and consumer. Performance of the exponentiated exponential sampling plans is compared with exponential sampling plans. Selection of the sampling plan for given requirements is illustrated through numerical examples. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aDistribution (Probability theory) =650 \0$aExponential families (Statistics) =700 1\$aGunasekaran, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160594.htm =LDR 03959nab a2200433 i 4500 =001 JTE20170285 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170285$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170285$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA684 =082 04$a624.1821$223 =100 1\$aPortnoff, Lee,$eauthor. =245 10$aThe Surface Tension of Synthetic Blood Used for ASTM F1670 Penetration Tests /$cLee Portnoff, Peter A. Jaques, Jennifer L. Furlong. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe ASTM F1670 test method, Standard Test Method for Resistance of Materials Used in Protective Clothing to Penetration by Synthetic Blood, was based on research involving transmission of bloodborne pathogens (Hepatitis B, Hepatitis C, and HIV) in the 1980s. The test method details the measurement of synthetic blood penetration through garments. A key parameter affecting penetration is synthetic blood surface tension, which is measured via du Noüy ring tensiometer. However, little is known about the sources of variation impacting surface tension measurements. In this study, the synthetic blood used for ASTM F1670 was evaluated from within the ASTM F903 test apparatus, Standard Test Method for Resistance of Materials Used in Protective Clothing to Penetration by Liquids, and with two mixing treatments. Measurements were compared against two outside laboratories and with two alternate tensiometric methods (pendant drop and capillary rise) It was found that using the methods specified in the ASTM F1670 test method, surface tension of the synthetic blood was not 40-44 dynes/cm as was expected. The surface tension was initially above 50 dynes/cm and declined to below 40 dynes/cm after 60 minutes. The surface tension within the penetration cell was relatively constant over time, showing that the surface tension measurements outside the penetration cell are not indicative of the surface tension within the apparatus during the test. Shaking the synthetic blood, a mixing procedure detailed in the ASTM F1670 test method, increased the surface tension. The increase was greatest in a container having more airspace. Du Noüy ring measurements by the National Institute for Occupational Safety and Health compared to external labs were within 15 %. Testing with alternate methods showed that the "open to atmosphere" methods (ring and drop) began lower and declined rapidly when compared to the "closed to atmosphere" method (capillary) Results of this research will help amend the ASTM F1670 standard to better characterize the measurement and handling of synthetic blood used in the ASTM F1670 test and to provide a framework for consideration of test fluid used in future ASTM standards. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aSteel. =650 \0$aSteel, Structural. =700 1\$aJaques, Peter A.,$eauthor. =700 1\$aFurlong, Jennifer L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170285.htm =LDR 03974nab a2200445 i 4500 =001 JTE20180194 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180194$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180194$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA683 =082 04$a721.044540973$223 =100 1\$aKeshmiri, Nojan,$eauthor. =245 10$a3D Numerical Analysis of Loading Geometry on Soil Behavior Reinforced with Geocell Element /$cNojan Keshmiri, Soheil Ghareh, Sina Kazemian, Amir Reza Hosseinian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aConsidering the weakness of the soil profile against tensile forces, researchers have been continuously searching to increase the bearing capacity and shear strength and improve its properties. In some projects, the soil reinforcement method has been known as a proper method for soil improvement because of its low cost, easy implementation, and great impact on soil properties. Reinforced soil is a structure composed of two different types of materials, which minimize their weaknesses together: the soil tolerates compressive stresses, and the reinforcement elements tolerate tensile stresses. In this research, the behavior of circle foundation located on a sand bed reinforced with geocell (GC) elements (which was investigated experimentally) was assessed analytically by using the Abaqus finite element software in three-dimensional (3D) mode as well. After assuring that the results of analytical studies were appropriately correlated with the results of laboratory studies, the behavior of the soil reinforced with GC elements under other square foundations was examined by using analytical studies. The results of this study showed a 65 % increase in bearing capacity and 15 % reduction in the settlement of circle foundation if using GC elements to reinforce the soil profile. The aforementioned has been obtained from comparing the results obtained from analytical and laboratory studies, showing proper matching and alignment between them by changing the geometry of the foundation from circle to square in 3D analytic studies. There was a greater effect on the bearing capacity of square foundations when increasing the GC elements (up to 12 %) than on the bearing capacity of circle foundations. To prove the proposed innovation in this research, some of its outputs were applied for improving the soil under an old one-story building with asymmetric settlement instead of reinforced concrete piles. The settlement was stopped within six months after the completion of the soil improvement operation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aReinforced concrete construction. =650 \0$aBuildings, Reinforced concrete. =700 1\$aGhareh, Soheil,$eauthor. =700 1\$aKazemian, Sina,$eauthor. =700 1\$aHosseinian, Amir Reza,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180194.htm =LDR 03373nab a2200457 i 4500 =001 JTE20180003 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180003$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180003$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE220 =082 04$a388.1/0973$223 =100 1\$aNam, Boo Hyun,$eauthor. =245 10$aA Potential Technology for Road Sinkhole Assessment: The Rolling Dynamic Deflectometer /$cBoo Hyun Nam, Kenneth H. Stokoe II, Byoung Hooi Cho, Yong Je Kim, Heejung Youn. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn urban areas, excessive underground construction, aging of underground infrastructures (e.g., water pipe leakage), or both, can create underground cavities that ultimately lead to subsidence and sudden road sinkholes. These road collapses have often been reported in metropolitan areas around the world. A quick and accurate in situ testing method is essential to prevent human life loss and damage to civil infrastructure. This article introduces potential technology for road sinkhole assessment that can continuously assess the road subsurface condition in a nondestructive manner. The Rolling Dynamic Deflectometer (RDD) is a continuous pavement deflection profiling device that evaluates the existing structural condition of pavements. As the RDD moves along the pavement, it dynamically loads the pavement, and multiple rolling sensors simultaneously measure the induced dynamic deflection of the pavement. With a soft subgrade or subsurface voids, the RDD deflection profile clearly shows peak deflections. Three RDD case studies that demonstrate its potential as a road sinkhole assessment tool are presented: (i) delineation of stiffer subgrade conditions, softer subgrade conditions, or both, along a runway, (ii) identification of areas with poor subgrade soils, and (iii) detection of subsurface voids (or anomalies) along with ground-penetrating radar. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aPavements$xEvaluation$xEquipment and supplies. =650 \0$aNondestructive testing. =700 1\$aCho, Byoung Hooi,$eauthor. =700 1\$aStokoe II, Kenneth H.,$eauthor. =700 1\$aKim, Yong Je,$eauthor. =700 1\$aYoun, Heejung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180003.htm =LDR 03627nab a2200493 i 4500 =001 JTE20180005 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180005$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180005$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL787.5 =082 04$a523.4$223 =100 1\$aMo, Pin-Qiang,$eauthor. =245 10$aAn Experimental Study on Triaxial Compression Tests and Cone Penetration Tests in Planetary Regolith Simulant under Low Gravity Fields /$cPin-Qiang Mo, Feng Gao, Guoqing Zhou, Ruilin Li, Kang Yan, Jun Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (24 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aLunar exploration projects aiming to develop space exploration of mineral resources outside of Earth have been relaunched recently by many countries together with commercial partnerships. The fundamental understanding of the mechanisms related to the low gravity fields and specific planetary regolith is therefore the key to further plans for site investigation, resource utilization, and outpost construction. The triaxial compression test is a conventional method for measurements of mechanical properties of various granular materials, whereas the cone penetration test (CPT) could serve as an effective in situ tool for site investigation in deep space exploration. In this article, the geotechnical magneto-gravity model testing method is adopted to conduct triaxial tests and CPTs in a type of magnetic regolith simulant, under various low gravity fields. Triaxial testing data indicate the influence of g-level on both stress-strain curves and shear strength characteristics, as well as the independence of critical-state indexes at failure. The interpretation of CPT data under low gravity fields is then investigated, showing that the correlations between soil properties and CPT measurements require modifications for the application of in situ tests in the near-earth space exploration. The findings of this study provide some insights into the mechanics under various gravity-induced stress gradients and potentially contribute to further developments on surface excavation, base construction, and resource exploitation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aLunar exploration. =650 \0$aPlanets$xExploration. =650 \0$aRelativity (Physics) =650 \0$aSpace sciences. =700 1\$aYan, Kang,$eauthor. =700 1\$aGao, Feng,$eauthor. =700 1\$aLi, Ruilin,$eauthor. =700 1\$aZhou, Guoqing,$eauthor. =700 1\$aChen, Jun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180005.htm =LDR 03052nab a2200421 i 4500 =001 JTE20180266 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180266$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180266$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN291 =082 04$a622.292$223 =100 1\$aHsu, Sung-Chi,$eauthor. =245 10$aAnalyses of Retrogressive Slope Failures in Terrace Deposits /$cSung-Chi Hsu, Ming-Hung Liu, Tai-Seong Quah. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSlope failures in terrace deposits were explored and studied in this research. In situ exploration and sampling were carried out in Shin-Shan Village of Nantou County after a typhoon. Large direct shear tests in the laboratory were performed to measure the shear strength of the material. The soil-water characteristic curve of the soil was derived from pressure plate tests. The cross-sectional profiles of the failed slope before and after the typhoon in this area were obtained using a digital elevation model and 3-D terrestrial scanner, respectively. The numerical software SEEP/W and SLOPE/W were used to analyze the slope stability under similar rainfall to the typhoon. Different groundwater levels and river water levels were considered to compare the factor of safety values and reveal the failure processes of the slope. The possible failure of the slope may be due to scouring of the slope toe by fluvial erosion caused by rising water river levels, mud flows, or both, based on the investigated profiles and numerical simulations. The estimated length of scouring was about 20 m long. Based on the numerical modeling, the possible mechanism of failure for this length of scouring could be due to multiple retrogressive failures after toe scouring. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aSlopes (Soil mechanics) =700 1\$aLiu, Ming-Hung,$eauthor. =700 1\$aQuah, Tai-Seong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180266.htm =LDR 03266nab a2200445 i 4500 =001 JTE20170777 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170777$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170777$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.85$223 =100 1\$aZhen, Xiaoxia,$eauthor. =245 10$aAnalysis of Viscoelastic Mechanical Response of Asphalt Mixture Pavement on Steel Deck under Imperfect Contact Conditions /$cXiaoxia Zhen, Zhuojie Zhang, Rui Rao, Wei Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aFor long-span steel bridges, the contact states between the pavement and the steel decks change significantly during the operation stage. Different interlayer contact states have different effects on the viscoelastic mechanical properties of the pavement. Here, the modified SMA10 mixture and the epoxy-asphalt mixture are compared in terms of the transverse tensile strain, the transverse tensile stress, and the deflection at the bottom of the asphalt layer under different contact conditions. The main curve clusters of the relaxation modulus were obtained using the creep test data, and the effects of four different contact conditions on the viscoelastic mechanical response of the asphalt mixture pavement of the Huangpu Suspension Bridge in China were analyzed accordingly. It was found that the delayed deformation capacity of the epoxy-asphalt mixture is better than that of the modified SMA10 mixture. The change of the interlayer contact condition has an impact on the viscoelastic mechanical response of the asphalt mixture pavement; for the modified SMA10 asphalt mixture pavement, the transverse tensile stress and the transverse tensile strain at the bottom of the pavement are more sensitive to the contact condition than the deflection. For the epoxy-asphalt mixture pavement, the deflection is more sensitive to the contact condition. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aAsphalt emulsion mixtures. =650 \0$aPavements. =700 1\$aZhang, Zhuojie,$eauthor. =700 1\$aChen, Wei,$eauthor. =700 1\$aRao, Rui,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170777.htm =LDR 03618nab a2200421 i 4500 =001 JTE20170772 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170772$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170772$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.85$223 =100 1\$aChang, Jia-Ruey,$eauthor. =245 10$aAsphalt Pavement Performance Analysis Using "Big Data" Computing Approaches /$cJia-Ruey Chang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aRapid deterioration of pavements depends on both objective and subjective factors. This study investigates the relationships among six parameters-climate, traffic volume, distress, friction, longitudinal profile, and transverse profile-related to asphalt pavement performance. For this purpose, LTPP InfoPave, the largest pavement performance database provided by the Long-Term Pavement Performance (LTPP) program, is used. The LTPP InfoPave data exhibit the characteristics of five V's (volume, velocity, variety, value, veracity) of "big data." The correlation analyses are conducted on the basis of the LTPP program's Specific Pavement Study-3 experiments. Analysis results for the data from 1987 to 2005 reveal that the average block cracking area and average raveling area are highly correlated with a correlation coefficient of maximum 0.85. The average mean roughness index (MRI) is correlated with the average block cracking area and the average raveling area with correlation coefficients 0.59 and 0.64, respectively. The results also indicate that smoothness and surface distress have relatively lower correlation; these results are consistent with the previously published results. In addition, for the traffic volume data from 1990 to 2014, the MRI is found to be higher at higher traffic volume, indicating rougher pavement, but this difference is statistically insignificant (correlation coefficient, 0.423). At the beginning and end of the section, traffic volume is highly correlated with friction, having correlation coefficients of 0.711 and 0.646, respectively. This study serves as a reference for the use of big data to gain an in-depth understanding of pavement performance, and engineers can continue to explore the application of the LTPP program using big data computing approaches. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aPavements, Asphalt$xPerformance. =650 \0$aPavements$xPerformance. =650 \0$aLong-Term Pavement Performance Program (U.S.) =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170772.htm =LDR 03950nab a2200445 i 4500 =001 JTE20180072 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180072$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180072$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE195 =082 04$a388.068$223 =100 1\$aKomba, Julius J.,$eauthor. =245 10$aAssessment of Traffic Data for Road Rehabilitation Design: A Case Study of the Korogwe-Mombo Road Section in Tanzania /$cJulius J. Komba, Mussa Mataka, John T. Malisa, Lubinda F. Walubita, James W. Maina. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTraffic loading is one of the key inputs for new and rehabilitation designs of pavement. Heavy vehicles cause the most structural damage to pavements; hence, as part of the pavement design process, heavy vehicle volume and axle load surveys are typically carried out to assist with the accurate estimation of the cumulative traffic loading over a design period. Traffic volumes, axle loads, and the ultimate cumulative traffic loading often fluctuate because of factors such as varying motorist population and economic activities along the length of the road. This article presents a comparative assessment of traffic loading estimated for the rehabilitation design in 2005 and the actual measured site-specific traffic loading in 2015. The design traffic loading was also compared with the projected future traffic loading for the Korogwe-Mombo road section along the T2 trunk road that connects Tanzania's business hub of Dar es Salaam with the northern regional cities. The study found, inter alia, that the cumulative traffic loading based on the 2015-measured site-specific traffic data is approximately 2.8 times higher than the design traffic loading based on the 2005 traffic data, which illustrates the importance of using accurate and reliable site-specific traffic data during pavement design. The implications of the findings for rehabilitation design are presented in this article, along with discussions on the contribution of heavy traffic loading to rutting/permanent deformation that occurred on the surface asphalt layer along the Korogwe-Mombo road section. To improve the accurate determination of traffic loading, traffic studies should ideally be conducted over a long period (typically over 1 year). However, this is not practical and cost effective when traditional manual methods are used. Hence, it is recommended that road agencies should consider the use of portable automated traffic and Weigh-In-Motion monitoring systems. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aRoads$xMaintenance and repair$xManagement. =700 1\$aMataka, Mussa,$eauthor. =700 1\$aMalisa, John T.,$eauthor. =700 1\$aMaina, James W.,$eauthor. =700 1\$aWalubita, Lubinda F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180072.htm =LDR 03687nab a2200481 i 4500 =001 JTE20170717 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170717$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170717$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE599.2 =082 04$a627.81$223 =100 1\$aShang, Min,$eauthor. =245 10$aBack Analysis of a Recent Progressive Failure in China Three Gorges Reservoir Area: Shanshucao Landslide /$cMin Shang, Xin Xu, Guodong Zhang, Qinglin Yi, Rui Ma, Yuting Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe Shanshucao landslide is a recent landslide that occurred in the China Three Gorges Reservoir area. It is next to the Daling Hydropower Station landslide, one of the geological hazard professional monitoring points in the China Three Gorges Reservoir. The Shanshucao landslide had not shown a significant deformation during recent decades until September 2nd, 2014. On that day, the Shanshucao landslide abruptly started to move at around 9 a.m. local time, stopped at 13:19 p.m., and caused a 43.2 x 104m3 landslide mass which slipped into the Luogudong River, the secondary branch of Yangtze River. Fortunately, the local government gave an efficient early warning and organized a successful emergency evacuation. Nobody was injured or killed in this landslide failure event. The Daling Hydropower Station and its attached buildings were eradicated by the landslide. Posterior to the failure, a newborn free surface occurred on the dip slope. The remaining body of the landslide poses a great threat to the safety of both the village and the Three Gorges Reservoir operation. Subsequently, an emergency monitoring system has been placed on the slope to observe any subsequent deformation. By applying the kinematic model, this article will give a general outlook on the failure event and investigate the geological features which caused the slope instability. Also, the two inclined blocks models are introduced in the back analysis and show a good comparison to the site observation results. This article will provide guidance and suggestion for the stability analysis of similar highly weathered bedded landslides in the China Three Gorges Reservoir area. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aLandslide hazard analysis. =650 \0$aLandslides$xPrevention. =650 \0$aGeology. =700 1\$aXu, Xin,$eauthor. =700 1\$aYi, Qinglin,$eauthor. =700 1\$aMa, Rui,$eauthor. =700 1\$aZhang, Guodong,$eauthor. =700 1\$aLiu, Yuting,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170717.htm =LDR 03604nab a2200433 i 4500 =001 JTE20180091 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180091$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180091$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA444 =082 04$a620.137$223 =100 1\$aLiao, Wen-Cheng,$eauthor. =245 10$aBehaviors of New RC Bridge Columns Made of Highly Flowable Strain-Hardening Fiber-Reinforced Concrete (HF-SHFRC) under Cyclic Loads /$cWen-Cheng Liao, Kuang-Yen Liu, Chih-Chiang Yeh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aRemarkable development of high-strength concrete and reinforcement has been achieved nowadays. The purpose of the New Reinforced Concrete (New RC) project is aimed to reduce member section size by using high-strength concrete (f'c > 70 MPa) and high-strength rebars (fy > 685 MPa). Material consumption can be further reduced owing to the upgrade of strength. However, the brittle nature of high-strength concrete may also cause early cover spalling and other ductility issues. The addition of steel fibers is an alternative transverse reinforcement in New RC infrastructure systems. Highly flowable strain-hardening fiber-reinforced concrete (HF-SHFRC) has excellent workability in the fresh state and exhibits the strain-hardening and multiple-cracking characteristics of high-performance fiber-reinforced cementitious composites (HPFRCC) in their hardened state. This study aims to investigate the cyclic behavior of New RC bridge columns made of HF-SHFRC. Five large-scale bridge columns are subjected to cyclic lateral loading to verify their responses and deformation capacity. The test results show that by adding 1.5 % of high-strength hooked steel fibers, great deformation capacity is developed, in which either the stirrups spacing is increased to two times that of the control specimen or all tires are eliminated in New RC bridge columns. In addition, the accuracy of the proposed concept of equivalent lateral reinforcement is verified by the test results. Implementation of HF-SHFRC in New RC infrastructure offers opportunities to significantly simplify the design and construction of members for sustainable urbanization while ensuring adequate ductility and damage tolerance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aFiber-reinforced concrete. =650 \0$aReinforced concrete. =700 1\$aLiu, Kuang-Yen,$eauthor. =700 1\$aYeh, Chih-Chiang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180091.htm =LDR 03195nab a2200433 i 4500 =001 JTE20170765 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170765$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170765$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a625.7$223 =100 1\$aRizvi, Hashim Raza,$eauthor. =245 10$aBone Glue Modified Fuel Resistant Asphalt Binder /$cHashim Raza Rizvi, Yusuf Mehta, Darren Weis, Caitlin Purdy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aFuel resistant asphalt (FRA) is the binder that can delay hydrocarbon fuel damage by resisting the cut-back properties of hydrocarbon fuels such as gasoline, kerosene, etc. The high solubility of asphalt binder in hydrocarbon fuels results in pavement damage that is due to fuel/oil spills at airports, parking lots, drive ways, and roads. FRA can effectively be used to minimize the damage caused by hydrocarbon fuels and improve overall performance of the pavement structure. The additives/composition used in the past to develop FRA were not fully disclosed by the inventors. This research study focused on developing FRA for commercial use using a biopolymer as an additive. Fuel resistance testing, along with mechanical performance testing, was used to evaluate the fuel resistance capabilities and performance of modified binder. Furthermore, a conventional styrene butadiene styrene modified binder was used to compare the fuel damage resistance capabilities and performance characteristics of bio versus synthetic polymer-modified binders. The biopolymer not only significantly enhanced the fuel damage resistance of the neat binder but also improved mechanical properties of the neat binder. Biopolymer-modified asphalt binder showed improvement in rut resistance, elastic response, and performance grade at intermediate and high temperatures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aAsphalt$xAdditives$xTesting. =700 1\$aWeis, Darren,$eauthor. =700 1\$aMehta, Yusuf,$eauthor. =700 1\$aPurdy, Caitlin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170765.htm =LDR 02998nab a2200469 i 4500 =001 JTE20180063 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180063$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180063$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD54.C4 =082 04$a543.083$223 =100 1\$aLee, Myungjae,$eauthor. =245 10$aCentrifuge Tests on the Lateral Behavior of Offshore Monopile in Saturated Dense Sand under Cyclic Loading /$cMyungjae Lee, Mintaek Yoo, Kyungtae Bae, Youseok Kim, Boo Hyun Nam, Heejung Youn. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this study, the cyclic lateral behaviors of an offshore monopile in saturated dense sand under cyclic loading was investigated using centrifuge model tests. The soil used for testing was Jumunjin sand, which was deposited with a relative density of 80 %. A static loading test was carried out to obtain the static lateral capacity of the monopile, from which the magnitudes of cyclic load were determined at 30 %, 50 %, 80 %, and 120 % of the lateral capacity. A hundred cycles were applied to the pile head with the frequency of 0.125 Hz. Experimental cyclic p-y curves were obtained at 2, 5, and 7-m depths, from which equations for cyclic p-y curves for saturated dense sand were proposed. The proposed p-y curve was compared with the conventional p-y curves; it was found that the proposed equations overestimate the ultimate soil resistance compared with the conventional ones, whereas the initial modulus of subgrade reaction was only 35 % the conventional ones. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aCentrifugation. =650 \0$aCentrifugation$xTechnique. =700 1\$aYoo, Mintaek,$eauthor. =700 1\$aKim, Youseok,$eauthor. =700 1\$aBae, Kyungtae,$eauthor. =700 1\$aNam, Boo Hyun,$eauthor. =700 1\$aYoun, Heejung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180063.htm =LDR 03617nab a2200445 i 4500 =001 JTE20170763 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170763$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170763$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA711.5 =082 04$a624.15136$223 =100 1\$aLiu, Nianwu,$eauthor. =245 10$aDeformation Characteristics of Retaining Structures and Nearby Buildings for Different Propped Retaining Walls in Soft Soil /$cNianwu Liu, Nuo Duan, Feng Yu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article reports the field performance of deep excavations of two subway station cases, including the lateral wall deflection behavior and settlement trends of the surrounding soil and nearby buildings. The retaining structures employed in these cases were contiguous pile walls (CPW), soil-mixing walls, and diaphragm walls (DW), all of which were embedded in soft clay. The measured wall deflection profiles exhibited typical bulging behavior at the end of the excavation. The ratios of the measured maximum wall deflection to the excavation depth were found to be similar for all three types of retaining wall. Furthermore, the maximum and minimum corner effects on the wall deflection development were obtained for the DW and CPW, respectively. The measured ground surface settlement increased linearly with increased maximum lateral wall deflection, while the settlement magnitude became extraordinarily large because of the presence of sludgy soil. A concave pattern was proposed for the surface settlement profiles for all three types of retaining wall. The building settlement was quantified, with the value lying between those of the surface settlement and soil settlement at 10-m depth. The soil displacement field induced changes in the side and end resistance behaviors of the loaded piles, along with additional settlement of pile-foundation buildings. In addition, the pile-foundation building settlement was influenced by the corner effect. These research results will enhance our understanding of the deformation characteristics of the retaining structure and nearby buildings. Meanwhile, the findings will provide guidance for the optimal design of the retaining structure in soft soil. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aSoil-structure interaction. =650 \0$aRetaining walls. =650 \0$aUnderground construction. =700 1\$aDuan, Nuo,$eauthor. =700 1\$aYu, Feng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170763.htm =LDR 03301nab a2200469 i 4500 =001 JTE20180066 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180066$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180066$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a620.137$223 =100 1\$aZhang, Xue,$eauthor. =245 10$aEffect of Aging and Temperature on the Viscosity of the Adhesive Used for Retard-Bonded Prestressed Systems /$cXue Zhang, Xinglang Fan, Fangxin Jiang, Fan Liu, Yuan Yin, Hongyi Jin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe viscosity of Retard-Hardening Adhesive (RHA) varies with the hardening of resin-based materials and greatly affects the workability and prestress loss of retard-bonded prestressed systems. So far, the effect of aging time on the viscosity of the RHA has not been revealed, which hampers the further application of Retard-Bonded Prestressed Reinforcements. In the current article, therefore, an experimental study is developed to evaluate the effect of aging time on the viscosity of RHA. Different exposure temperatures and hardening periods of RHA are considered in the rheological test. Test results show that when the aging time and exposure temperature remain the same, and as the shear rate increases, the viscosity of the RHA firstly decreases rapidly and then remains basically constant. The peak viscosity increases with the aging time, exposure temperature, or both. The effects of temperature on the peak viscosity are different at different stages of aging. The effect of the hardening period on the peak viscosity can be eliminated by introducing the relative aging time. Finally, an empirical model is suggested to predict the peak viscosity of the RHA at different aging times, and the results show that the proposed model agrees well with the experimental results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aPrestressed concrete. =650 \0$aPrestressed concrete construction. =700 1\$aJin, Hongyi,$eauthor. =700 1\$aJiang, Fangxin,$eauthor. =700 1\$aYin, Yuan,$eauthor. =700 1\$aFan, Xinglang,$eauthor. =700 1\$aLiu, Fan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180066.htm =LDR 03366nab a2200433 i 4500 =001 JTE20170773 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170773$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170773$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aChen, Shih-Huang,$eauthor. =245 10$aEvaluation of Innovative Cold Mix Recycled Asphalt Concrete as Backfill Material in Pipeline Maintenance /$cShih-Huang Chen, Wei-Yuan Zheng, Putri Adhitana Paramitha. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCold mix recycled asphalt (CMRA) concrete was evaluated to be an innovative repair material to improve the pavement quality and environmental impact on pipeline maintenance in this study. The study presented and specifically examined the use of CMRA with 2.5 % foam asphalt content as a replacement for the currently used controlled low-strength material (CLSM) as pipeline backfill material. CMRA's material properties, performance, carbon dioxide emissions, cost, and construction time were analyzed in this study to confirm the advantages and limitations of CMRA. The results concluded that CMRA performed better than CLSM for all the items analyzed. Specifically, according to the performance analysis, CMRA exhibited a better Marshall stability index, California bearing ratio, indirect tensile strength, tensile strength ratio, anti-rutting ability, and penetration than the standards specified. Furthermore, the average carbon emissions of CMRA were 36 % less than CLSM, could save at least 2h of construction time per cubic meter of construction, and immediately opened traffic. However, CRMA's construction cost in this study was similar to CLSM and was only lower (up to 2.3 %) by considering a similar price of cement, asphalt, and additives. Based on the aforementioned results, this study concluded that the findings may be of particular interest for Taiwanese pipeline maintenance projects as a backfill material and is worthy of further research. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aAsphalt concrete. =650 \0$aPavements, Asphalt concrete. =700 1\$aZheng, Wei-Yuan,$eauthor. =700 1\$aParamitha, Putri Adhitana,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170773.htm =LDR 03573nab a2200445 i 4500 =001 JTE20170686 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170686$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170686$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA760 =082 04$a624.162$223 =100 1\$aBanerjee, Lalima,$eauthor. =245 10$aExperimental and 3-D Finite Element Analyses on Geocell-Reinforced Embankments /$cLalima Banerjee, Sowmiya Chawla, Gupinath Bhandari. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (24 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article presents an improvement in performance that is due to the inclusion of geocell in the embankment base overlying a soft foundation bed. Firstly, model tests were conducted on embankments over soft clay, in which a mattress of geocell reinforcement was placed at the interface between the embankment and soft foundation bed, which was trimmed at the embankment's toe. Parameters like type of infill material and aspect ratio (pocket-size) of the geocell layer were varied during the experimental program to observe their effects on the performance of geocell-reinforced embankments. A model test on unreinforced embankment was also carried out to show influence on performance and improvement as a result of the presence of geocell reinforcement. A significant percentage of decrease in vertical settlements, lateral deformations, and heaving-with a percentage of increase in the load-bearing capacity of embankments reinforced with geocell-were observed from the test results, as compared to unreinforced embankments. The experimental results were validated using three-dimensional finite element analyses of geocell-reinforced embankments. The results of the finite element method (FEM) showed good agreement with that of the model tests. The displacement and vertical stress distributions of geocell-reinforced embankment were also studied using FEM. Lastly, a parametric study was carried out to observe the influence of the stiffness of subgrade soil, tensile strength of geocell material, stiffness of infill material, effective friction angle of infill material, and effective cohesion of embankment soil on the performance of geocell-reinforced embankment base. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aEmbankments. =650 \0$aSlopes (Soil mechanics) =650 \0$aSoil stabilization. =700 1\$aChawla, Sowmiya,$eauthor. =700 1\$aBhandari, Gupinath,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170686.htm =LDR 03314nab a2200457 i 4500 =001 JTE20180075 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180075$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180075$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aVM301 =082 04$a624.1570994$223 =100 1\$aDammala, Pradeep Kumar,$eauthor. =245 10$aImpedance Functions for Double-D-Shaped Caisson Foundations /$cPradeep Kumar Dammala, Saleh Jalbi, A. Murali Krishna, Subhamoy Bhattacharya, Djillali Amar Bouzid. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article proposes solutions for stiffness estimation of Double-D-shaped caisson foundations embedded in three different types of ground profiles (stiffness variation along the depth: homogeneous, linear, and parabolic). The approach is based on three-dimensional finite element analyses and is in line with the methodology adopted in the Eurocode 8-Part 5 (2004) lumped spring approach. The method of extraction of various stiffness values from the finite element model is described, followed by obtainment of the closed-form solutions. Parametric study revealed the nominal effect of the embedment length of Double-D caissons, and hence only the width and diameter effects are included in the suggested formulations. The obtained results are presented in terms of multiplication factors for Double-D caissons. Final impedance functions for a given width and diameter of a Double-D caisson can be conveniently estimated by multiplying the proposed functions to the circular shaft solutions available in literature. The applicability of the proposed formulations is demonstrated by considering a typical bridge pier supported by Double-D caissons. The proposed formulations require a minimum amount of input parameters and can be used during the tender design to arrive at the required geometry of such foundations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aCaissons. =650 \0$aCaissons$xDesign and construction. =700 1\$aMurali Krishna, A.,$eauthor. =700 1\$aBouzid, Djillali Amar,$eauthor. =700 1\$aJalbi, Saleh,$eauthor. =700 1\$aBhattacharya, Subhamoy,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180075.htm =LDR 03035nab a2200433 i 4500 =001 JTE20170720 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170720$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170720$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5549.5.E5 =082 04$a650.14$223 =100 1\$aNi, Sheng-Huoo,$eauthor. =245 10$aImproved Approach for Determining Pile Length of Group Pile Using Complex Continuous Wavelet Transform /$cSheng-Huoo Ni, Pei-Hsun Tsai, Yu-Zhang Yang, Wei-Hsiang Chou. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article investigates the integrity testing ability of the sonic echo test by using a field-constructed group pile foundation. The energy of the reflected stress wave is relatively weak when a pile cap is presented during pile testing, and signal processing techniques were generally used to enhance the weak signal. The conventional real wavelet transform is difficult to use to identify the time of the reflected wave of the pile toe. The purpose of this article is to improve this drawback of conventional real wavelet transforms using a complex wavelet transform. This study utilized the amplitude and phase message of a complex continuous wavelet transform to determine the pile length of piles that are grouped with a pile cap by analyzing the time-frequency-phase angle diagram in the wide frequency band. Cases of group piles with two and four piles were studied. The results show that the suggested approach is able to detect the reflected signal from the pile toe, as the testing was performed on a pile cap. The results also show that the measured errors of pile length ranged from 2.5 % to -6.1 % in the cases of this study. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aIntegrity$xTesting. =700 1\$aTsai, Pei-Hsun,$eauthor. =700 1\$aYang, Yu-Zhang,$eauthor. =700 1\$aChou, Wei-Hsiang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170720.htm =LDR 03211nab a2200397 i 4500 =001 JTE20180273 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180273$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180273$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aPZ8.3.S9913 =082 04$a625.7$223 =100 1\$aMubaraki, Muhammad,$eauthor. =245 10$aImproving Road Construction on Sabkha Soil by Using Lime Stabilization and Groundwater Table Monitoring /$cMuhammad Mubaraki. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis research focuses on the possibility of using hydrated lime as an agent to enhance the properties of sabkha soil, such as maximum dry density, optimum water content, liquid limit, plasticity index, maximum strength, and compressibility. A series of laboratory tests was conducted on selected soil treated with 0, 3, 6, 9 and 12 % of lime by weight of dry sabkha soil. It was found that the addition of lime to a soil generally results in a reduction of moisture content with reference to compaction and strength, and it leads to an improvement in unconfined compressive strength by the percentage of lime added when compared to the untreated mix. It was found that the addition of the lime to a soil generally results in different decreases in settlement and to different increases in maximum dry density and strength. It was observed that values for consolidation tests indicate that a minimal reduction in void ratio points to failure or collapse not being produced as expected. However, the reduction in void ratio, regardless of its amount, increases with an increase of sustained pressure, and it can be concluded that the sabkha soil possesses low compressibility despite its high salt content. Moreover, the concern of failure upon the coverage of a sabkha area by water, rather than the compressibility of sabkha, must be of main consideration in road construction. Therefore, anticipation of the need for water drainage is necessary to avoid such failure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aRoads$xDesign and construction. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180273.htm =LDR 02712nab a2200421 i 4500 =001 JTE20170770 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170770$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170770$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a620.112705$223 =100 1\$aLai, Jiunnren,$eauthor. =245 10$aIntegrity Testing of Three Model Piles with a Pile Cap /$cJiunnren Lai, Pei-Cheng Yang, Bo-Huan Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aNondestructive pile integrity testing (PIT) methods based on the propagation of sonic/ultrasonic waves have been widely used for the quality assurance of newly constructed drilled shafts. However, application of these techniques for forensic investigations of existing piles may encounter difficulties that are due to the existence of a pile cap. In this article, the boundary effects of pile caps on the signal of PIT methods were studied by numerical simulation and tests on three model piles. The feasibility of assessing the integrity of a capped pile by embedded accelerometers was also investigated. Results of this study indicate that it is too difficult to assess the integrity of a capped pile with the conversional Sonic Echo PIT method. On the other hand, it is possible to detect the defect or pile toe with embedded accelerometers, especially when multiple receivers are used with the Ultra Seismic techniques. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aNondestructive testing. =700 1\$aYang, Pei-Cheng,$eauthor. =700 1\$aYang, Bo-Huan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170770.htm =LDR 03978nab a2200457 i 4500 =001 JTE20180002 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180002$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180002$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.G44 =082 04$a624.15$223 =100 1\$aWilliams, Steven,$eauthor. =245 10$aLarge-Scale and Bench-Scale Test Systems for Assessing Impact of Geogrids on Pavements Founded on Problematic Soils /$cSteven Williams, Jason Wright, Sangy S. Hanumasagar, S. Sonny Kim, J. David Frost. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aGeogrid reinforcement is an economically viable alternative to achieve improved performance in highway pavement construction in regions with soft problematic subgrade soils. To examine the potential benefits of using geogrids in pavement foundations, measurement of permanent deformation using laboratory triaxial tests is typical practice. However, since the performance improvement of pavement foundation systems is achieved by distribution of vertical stresses at the reinforcing layer through the tensile properties of the geogrid material, it is desirable to conduct large-scale testing to more accurately monitor the behavior of the geogrid-reinforced aggregate and soil system. This article describes the development of laboratory large-scale and bench-scale pavement testing systems to evaluate the behavior of geogrid-reinforced pavement systems through wheel tests performed with problematic subgrade soils found in North Georgia. The large-scale test specimens are prepared in a 1.8 (6 ft) by 1.8 (6 ft) by 0.6 m (2 ft) metal box and consist of 305 mm (12 in.) of unbound aggregate base (UAB) overlying 305 mm (12 in.) of subgrade soil. Geogrid is placed at the interface between the subgrade soil and UAB layer. Pressure sensors are installed near the bottom of the UAB layer and near the top and bottom of the subgrade layer to monitor stress distributions within the pavement foundation system. The bench-scale system, which measures 914 (36 in.) by 203 (8 in.) by 152 mm (6 in.) is also described. This system is advantageous because not only does it expedite rapid testing but also allows for relative micro- and macroscale comparisons of aggregate-geogrid behavior. This article presents test results showing vertical stress variations obtained experimentally in the UAB and subgrade soils under simulated traffic tire loading. The two systems are shown to be effective in establishing the influence of geogrid reinforcement in pavement systems. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aGeogrids$xTesting. =650 \0$aGeosynthetics$xEvaluation. =700 1\$aHanumasagar, Sangy S.,$eauthor. =700 1\$aWright, Jason,$eauthor. =700 1\$aFrost, J. David,$eauthor. =700 1\$aKim, S. Sonny,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180002.htm =LDR 02870nab a2200457 i 4500 =001 JTE20180046 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180046$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180046$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aChen, Xian-hua,$eauthor. =245 10$aLong-Lasting Waterproofing Solution for the Subgrade of High-Speed Railway in Cold Region /$cXian-hua Chen, Tian-qi Tao, Guo-tao Yang, Hong-ye Yan, Jun Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA durable waterproofing layer for the subgrade of a high-speed railway is of paramount importance to fight against the decrease of the bearing capacity and maintain the smoothness of the subgrade due to surface water infiltration. This article overviewed the state-of-the-practice waterproofing systems in transportation infrastructure and summarized the functional requirements of the waterproofing layer on a high-speed railway and the technical standards of asphalt concrete waterproofing layers, based on a practice with a test section on the Harbin-Qiqihaer high-speed railway. Field monitoring results of a self-compacted asphalt waterproofing system were presented, and its properties were analyzed with a comparison with the fiber-reinforced cement concrete system. It was concluded that self-compacted asphalt is a long-lasting waterproofing solution for the subgrade of high-speed railways in cold regions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aAsphalt concrete. =650 \0$aPavements, Asphalt concrete. =700 1\$aTao, Tian-qi,$eauthor. =700 1\$aYang, Guo-tao,$eauthor. =700 1\$aYan, Hong-ye,$eauthor. =700 1\$aYang, Jun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180046.htm =LDR 03003nab a2200445 i 4500 =001 JTE20170656 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170656$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170656$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a388$223 =100 1\$aWang, Jin-feng,$eauthor. =245 10$aMechanical Properties of Cement Asphalt Mortar under Low Temperature Condition /$cJin-feng Wang, Wen-hao Wang, Xi Wu, Yu-bing Zhou. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCement asphalt (CA) mortar is a composite material used in the non-ballast slab track of high-speed railways. The behavior of CA mortar under the exterior environmental actions is essential to the safety of high-speed railways. In this article, the low-temperature behavior of CA mortar was investigated. The compressive test of CA mortar at the temperature of -20°C and 0°C was conducted first, and the stress-strain curves and mechanical properties were experimentally determined to analyze the effect of low temperature. Nanomaterials were also included in CA mortar to improve the performance of CA mortar at low temperatures. The results indicated that the descending branch of stress-strain curves of CA mortar is closely related to the temperature, and the compressive strength and elastic modulus of CA mortar were decreased with temperature with different decreasing patterns. Nanomaterials were also found to be favorable to the ductility of CA mortar. Based on the experimental observations, a stress-strain model of CA mortar to describe the performance of CA mortar at low temperatures was finally proposed and verified. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aAsphalt cement. =650 \0$aAsphalt$xAdditives. =700 1\$aWu, Xi,$eauthor. =700 1\$aWang, Wen-hao,$eauthor. =700 1\$aZhou, Yu-bing,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170656.htm =LDR 03093nab a2200445 i 4500 =001 JTE20180095 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180095$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180095$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE200 =082 04$a625.8$223 =100 1\$aYuan, Jianbo,$eauthor. =245 10$aMechanism Analysis and Experimental Study of Emulsified Wax Curing Agent as an Isolation Layer for Concrete Pavement /$cJianbo Yuan, Jialiang Yao, Huicong Wang, Yi Lin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe functional mechanism of emulsified wax curing agent (EWCA) as an isolation layer of cement concrete pavement (CCP) was analyzed. Reducing the friction between layers and improving the hydrophobic function of concrete surface can weaken the combination of surface course and base course, as well as the formation of weak transition layer, which is generated during the construction of concrete undersurface course. After the cement concrete surface was sprayed with EWCA, its contact range was measured to be 97.3°~101.1° in the contact angle test. With the nuclear magnetic resonance equipment, the study on the microstructure of the pavement slab of EWCA's isolation layer was carried out. The isolation layer of EWCA can reduce the porosity of transition layer and enhance its compatibility. The effect of EWCA on the interlayer performance of concrete pavement was explored by the interlayer bonding and friction coefficient tests with different amounts of EWCA and different texture depths of base course. The Coulomb model of interlayer bonding and frictional resistance was established, which preliminarily indicated the functional mechanism of CCP's emulsified isolation layer. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aPavements, Concrete. =650 \0$aConcrete. =700 1\$aLin, Yi,$eauthor. =700 1\$aYao, Jialiang,$eauthor. =700 1\$aWang, Huicong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180095.htm =LDR 03308nab a2200457 i 4500 =001 JTE20180087 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180087$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180087$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL798.N3 =082 04$a623.893$223 =100 1\$aRao, Rui,$eauthor. =245 10$aMethod for Structural Frequency Extraction from GNSS Displacement Monitoring Signals /$cRui Rao, Chengcai Li, Yonghui Huang, Xiaoxia Zhen, Lingzheng Wu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article focused on the obstacles and the solution of the structural frequency extraction from the global navigation satellite system (GNSS) displacement monitoring signals. Based on the analysis of the signals obtained from a real-time dynamic displacement monitoring system of a compound cable-stayed bridge in Guangzhou, China, it was found that the ultra-low frequency components and the noise in the signal result in the errors and distortion in the structural frequency extraction. Accordingly, a method was proposed. The empirical mode decomposition was firstly carried out to decompose the GNSS signal into a set of intrinsic mode functions (IMFs). A coefficient was used, and the cut-off frequency was set to distinguish effective IMFs, which contain structural oscillation information, from high frequency noise IMFs and trends (including ultra-low frequency IMFs). Then the wavelet was applied to remove the noise of the effective IMFs. A reconstructed signal was obtained by summing up the denoised effective IMFs. The structural frequency was obtained from the reconstructed signal using the fast Fourier transform. The results demonstrate the proposed method can reduce the influence of the ultra-low frequency components and the noise and extract the accurate structure frequency from GNSS displacement monitoring signals. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aArtificial satellites in navigation. =650 \0$aGlobal Positioning System. =700 1\$aLi, Chengcai,$eauthor. =700 1\$aHuang, Yonghui,$eauthor. =700 1\$aZhen, Xiaoxia,$eauthor. =700 1\$aWu, Lingzheng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180087.htm =LDR 03806nab a2200409 i 4500 =001 JTE20170764 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170764$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170764$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7876 =082 04$a621.3813$223 =100 1\$aKatterbach, Maren,$eauthor. =245 10$aMicrowave Technology for In Situ Determination of Void Ratio and Compactness in Saturated Soils /$cMaren Katterbach, Samuel Poretti. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aVoid ratio and compactness are two of the principal parameters used for the geotechnical characterization of soils. Among others, these factors determine the soil expected quality and performance as a foundation. Direct measurement of the natural void ratio is particularly challenging, since it requires undisturbed specimens. Because of it, commonly used indirect methods, such as the standard penetration test or cone penetration test, have been developed and are widely practiced during the initial site investigation phase. However, such indirect methods have their limitations and often fail, especially with heterogeneous soils. Results are interpreted by indirect correlations, which are often affected by uncertainty. Extraction of undisturbed specimens or the use of geophysical methods are typically not considered in the first place due to overall project schedule and costs. Similar measurement principle systems such as crosshole georadar produce 2-D/3-D images by means of image reconstruction algorithms. The proposed system produces a 1-D value, which is the mean dielectric constant between two antennas. The application need a quick, simple to use, and more reliable and flexible approach that allows a direct quantitative measurements. This new approach uses microwave technology. With a crosshole measurement arrangement, it is comparable to various other georadar setups. The main difference from the already existing geophysical approaches is the output in terms of an average value of the dielectric constant at a certain depth at greater measurement distances. The developed technique provides instantly the direct determination of a soil-water percentage in saturated soils. The testing procedure it is simple and time effectiveness, allowing measurement with reduced effort and cost. The device functionality and robustness has been proven by means of laboratory and fileld tests. The developed SCT device already exists in a beta version and is being applied to projects on an international level. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aMicrowave measurements. =700 1\$aPoretti, Samuel,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170764.htm =LDR 03152nab a2200445 i 4500 =001 JTE20180016 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180016$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180016$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710 =082 04$a549.6$223 =100 1\$aYan, Z.,$eauthor. =245 10$aModel Tests and Parametric Analysis on Pore Pressure Response in Silty Clay Seabed under Vertical Caisson Breakwater /$cZ. Yan, H. Q. Zhang, X. P. Sun, Z. X. Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aModel tests aimed at investigating the wave-induced pore pressure responses of a silty clay seabed around a vertical caisson breakwater were conducted with a large-scale bespoke wave-breakwater-seabed system. The effects of water depth, wave parameters, and seabed consolidation conditions on oscillatory pore pressure were investigated. The residual pore pressure development against the number of cycles was also examined. The test results indicated that the oscillatory pore pressure was generally greater in the upper part of the seabed around the caisson at a large water depth and peaked at the front of the caisson at a small water depth. The oscillatory pore pressure increased with wave height and generally remained stable with an increasing number of cycles. In addition, the oscillatory pore pressure showed varying degrees of declination in the silty clay underneath the rubble after a pause period. The residual pore pressure observed in most areas of the seabed was concentrated in the silty clay underneath the caisson and increased with the number of cycles. These experimental observations will contribute to a better understanding of pore pressure responses in silty clay seabeds under vertical caissons and may have practical implications. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aClay$xAnalysis. =650 \0$aClay$xTesting. =700 1\$aSun, X. P.,$eauthor. =700 1\$aZhang, H. Q.,$eauthor. =700 1\$aYang, Z. X.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180016.htm =LDR 02963nab a2200445 i 4500 =001 JTE20170760 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170760$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170760$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTG300 =082 04$a624.25$223 =100 1\$aLiang, Li,$eauthor. =245 10$aData Fusion Technique for Bridge Safety Assessment /$cLi Liang, Shuang Sun, Ming Li, Xin Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article proposes a multilevel assessment system tailored to the health condition evaluation of prestressed continuous concrete bridges. The main structure of the assessment system is divided into a prior database and data processing unit. Some of the factors mainly influencing bridge safety, including carbonation, freeze-thaw cycles, steel corrosion, overloading, and temperature, are utilized to form various load cases as a basis for the prior database. To evaluate the bridge safety conditions comprehensively and scientifically, artificial intelligence methods and data fusion techniques based on information entropy, fuzzy analytical hierarchy, and the Dempster-Shafer theory are utilized to establish the data processing unit. An ambient excitation modal test was conducted to verify the numerical model. In situ mechanical responses from monitoring sensors and visual inspection results are fed back to the data processing unit as indicators of the safety grade of the bridge. The novel assessment system proposed here can feasibly and effectively provide support for bridge management and maintenance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aBridges$xSafety measures. =650 \0$aBridges$xDesign and construction. =700 1\$aSun, Shuang,$eauthor. =700 1\$aLi, Xin,$eauthor. =700 1\$aLi, Ming,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170760.htm =LDR 03497nab a2200433 i 4500 =001 JTE20180023 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180023$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180023$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE119.S6 =082 04$a625.76$223 =100 1\$aCao, Laifa,$eauthor. =245 10$aNumerical Modeling of Roadway Embankment Construction Over Existing Sewers /$cLaifa Cao, Scott Peaker. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article presents a case study of the influence of a roadway embankment on existing sewers with a diameter or width in the range of 3.3 to 4.3m using numerical modeling. The proposed embankment would be constructed directly above the existing sewers, which would induce an additional load on the sewers. Traditional analysis methods cannot account for the soil-structure interaction and the benefit of the lateral supporting characteristics of the soils. In order to evaluate the loading of the proposed embankment on the existing sewers, a soil-structure interaction analysis using a two-dimensional finite element analysis was performed for various loading cases. The sensitivity of soil parameters was also studied in the analysis. From the analysis, the loads on the sewers, including axial force, bending moment and shear force, were obtained, and then the structural capacity of the existing sewers was checked. Lightweight sand fill or expanded polystyrene (EPS) geofoam was considered to reduce the additional vertical and horizontal loads on the sewers. The EPS geofoam or a structural protection system consisting of a concrete slab supported by concrete piles was proposed to eliminate any incremental vertical and horizontal loads on the sewers. Findings from the analysis concluded that the lightweight sand fill was the most economical material for reducing the additional loads on the sewers, EPS geofoam was the most suitable material to eliminate incremental loading on the sewers for a lower embankment, and the structural protection system was necessary to eliminate the incremental loads on the sewers for a higher embankment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aRoads$xEmbankments. =650 \0$aRoads$xDesign and construction. =650 \0$aRoads$xEmbankments$xDesign and construction. =700 1\$aPeaker, Scott,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180023.htm =LDR 02874nab a2200409 i 4500 =001 JTE20180022 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180022$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180022$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE233 =082 04$a625.7$223 =100 1\$aSteyn, Wynand J. van der Merwe,$eauthor. =245 10$aOptimization of Gravel Road Blading /$cWynand J. van der Merwe Steyn. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aBlading maintenance of gravel roads is important to ensure that the functional performance of the road is optimal and that vehicle operating costs are minimized. In order to optimize the blading cycles, a system is required to monitor the functional performance of the road and inform the blading need. This system should preferably be low-cost and simple to operate, as the budgets available for such maintenance is typically low, and the condition needs to be monitored frequently because of the relatively quick deterioration in the functional performance of these roads through factors such as corrugation development. A method is described where the monitoring of the functional performance of gravel roads can be done at a regular frequency at no additional cost to the road owner. The effect of blading maintenance decisions taken based on the use of this system on a small gravel road network is illustrated. The optimization leads to fewer blading requirements, as only the sections where functional performance was inadequate were maintained, and in the long term, the condition of the road improved through regular appropriate blading. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aGravel roads. =650 \0$aGravel roads$xMaintenance and repair. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180022.htm =LDR 03227nab a2200433 i 4500 =001 JTE20170665 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170665$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170665$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5549.5.R3 =082 04$a658.3$223 =100 1\$aZhou, Wujun,$eauthor. =245 10$aPerformance Evaluation of Whitetopping with Improved Design Practices in Texas /$cWujun Zhou, Moon Won, Pangil Choi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (23 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe design method of whitetopping in Texas is a method suggested by the American Concrete Pavement Association (ACPA). However, one of the limitations on this particular design method is that an existing asphalt pavement condition is not considered for slab thickness. Recently, the Texas Department of Transportation developed an improved whitetopping design procedure considering mechanistic-empirical (ME) behavior. In the present study, performance of whitetopping projects constructed by the ACPA design method in Texas were investigated, and improved design details were suggested in order to minimize distresses, such as corner break and slab movement, in transition areas. To evaluate the structural performance of whitetopping, various tests, including the falling weight deflectometer, ground penetration radar, and investigation of concrete coring were conducted on US 90. According to the field survey and tests results, most of the distress was caused by insufficient slab support conditions related to asphalt concrete pavement materials and inadequate slab thickness design. In addition, early-age behavior of whitetopping constructed by the improved ME design method was evaluated and analyzed, and various gage installations, such as vibrating wire strain gage, electric resistance-type strain gages, porous nonstress cylinder, and impervious nonstress cylinder, are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aPerformance$xEvaluation. =650 \0$aEmployees$xRating of. =700 1\$aWon, Moon,$eauthor. =700 1\$aChoi, Pangil,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170665.htm =LDR 03508nab a2200445 i 4500 =001 JTE20170779 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170779$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170779$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC111 =082 04$a531.14$223 =100 1\$aKong, Qiaoli,$eauthor. =245 10$aPerformance Evaluation of Three Atmospheric Density Models on HY-2A Precise Orbit Determination Using DORIS Range-Rate Data /$cQiaoli Kong, Jinyun Guo, Fan Gao, Litao Han. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aDoppler Orbitography and Radiopositioning Integrated by Satellite (DORIS) has become a matured and accurate space geodetic technique after more than two decades of development. DORIS's main objective is precise orbit determination (POD) for the low earth orbit (LEO) satellite. For the POD of Haiyang-2A (HY-2A) satellite, a DORIS receiver was equipped on this mission. There are several nonconservative forces acting on a Haiyang-2A (HY-2A) satellite with an altitude of about 970km. Out of the factors, the atmospheric drag is the most dominant and uncertain one during the process of POD with the dynamic method. The comparison between the computed orbits of HY-2A using DORIS range-rate data and the precise orbits computed by the Centre National d'Etudes Spatiales (CNES) has been performed, and the DORIS range-rate residuals have been analyzed in detail in normal period and frequent solar activity period. Tests demonstrated that the relative optimal atmospheric density model was the empirical MSIS-86 model for the HY-2A satellite. The root mean squares (RMSs) of orbit difference between the derived orbits using the MSIS-86 model and the CNES orbits were 0.0173m in the radial direction and 0.0619m in three dimensions. The RMS of the range-rate residual improved 0.024mm/s during the frequent solar activity period with the atmospheric drag coefficient solved every three hours and then every six hours using the MSIS-86 model. This study will provide valuable references for POD and orbit prediction for the LEO satellites, especially for the other HY-2 series satellites of China. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aAtmospheric density. =650 \0$aAtmospheric models. =700 1\$aGuo, Jinyun,$eauthor. =700 1\$aGao, Fan,$eauthor. =700 1\$aHan, Litao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170779.htm =LDR 03304nab a2200433 i 4500 =001 JTE20180037 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180037$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180037$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA7 =082 04$a620$223 =100 1\$aYang, Z. X.,$eauthor. =245 10$aPrevibration Signature on Dynamic Properties of Dry Sand /$cZ. X. Yang, Y. X. Wen, K. Pan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (26 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe shear modulus and damping ratio of soils at low to medium strains are essential input parameters in dynamic response analysis of soils. As soil elements in the field always have a history of being subjected to vibrations due to earthquakes, construction works, and vehicle motions, etc., the previbration effect on the dynamic properties of soils needs to be addressed appropriately. This study presents a series of tests performed by a newly developed resonant column system that enables the assessment of the dynamic properties of soils that have only undergone dozens of vibration cycles to investigate the impact of the vibration history on the dynamic properties of dry sand. Both the shear modulus and damping ratio of sand under different confining pressures (p') are measured after the application of a previbration with a wide range of vibration amplitudes (?pre) and number of cycles (N). The results show that an elastic threshold strain exists for the dynamic properties of sand, beyond which the effect of the vibration history can be identified from the shear modulus reduction and damping ratio curves. The results also confirm that the effect of the vibration history on dry sand depends on the test variables of?pre,N, andp'. In addition, a new interpretation method is proposed to quantify the combined effects of?preandNon the signature of the vibration history, which could potentially be useful for interpreting the dynamic properties of the in situ soils that may experience previbration. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aSoil dynamics$xTesting. =650 \0$aSoils$xTesting. =700 1\$aWen, Y. X.,$eauthor. =700 1\$aPan, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180037.htm =LDR 03305nab a2200457 i 4500 =001 JTE20180025 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180025$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180025$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA355 =082 04$a621.811$223 =100 1\$aChiang, Chih-Hung,$eauthor. =245 10$aRemote Measurements and Vibration Analysis of Existing Wind Turbines /$cChih-Hung Chiang, Keng-Tsang Hsu, Chih-Peng Yu, Chia-Chi Cheng, Jie-Zhen Pan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aExtreme weather is a constant threat to the service of a wind turbine, as it may cause damage to the rotor blades or even lead to the collapse of a supporting tower. A change in the dominant frequency may indicate a deviation from the design of the stiffness of the turbine-tower system. Dynamic measurements of the lateral displacement of four 2-MW wind turbines of the same model have been obtained using a ground-based microwave interferometer. Vibration analysis, including frequency domain decomposition and reassigned spectrograms, is undertaken to evaluate the frequency contents of a turbine-tower system. Dominant frequency, along with other peak frequencies, is readily identified when the rotor is stopped or operated at low to medium speed. Dynamic characteristics found in the vibration analysis are closely examined to identify indicators of structural deficiency in the supporting tower of a wind turbine. The results are promising as they combine noncontact dynamic measurements and vibration analysis for the condition assessment of wind turbine tower systems. Preliminary numerical results also indicate possible further enhancement of the proposed vibration analysis, using the relation curve that highlights the discrepancy percentage of normalized deflections with respect to the change in stiffness of the supporting tower of a wind turbine. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aVibration. =650 \0$aVibration$xAnalysis. =700 1\$aHsu, Keng-Tsang,$eauthor. =700 1\$aYu, Chih-Peng,$eauthor. =700 1\$aPan, Jie-Zhen,$eauthor. =700 1\$aCheng, Chia-Chi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180025.htm =LDR 03859nab a2200433 i 4500 =001 JTE20180035 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180035$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180035$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTG335 =082 04$a624.20284$223 =100 1\$aHuang, Ying,$eauthor. =245 10$aService Life Prediction Method for Concrete and Prestressed Concrete Bridges under Chloride-Aggressive Environments /$cYing Huang, Jun Wei, Rongzhen Dong. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe behavior of concrete and prestressed concrete bridges under chloride-aggressive environments during their service life is influenced not only by load (especially fatigue forces) but also by the corrosion environment. At present, the research of working performance and life prediction of bridges mainly focuses on the role of force or takes a single parameter as failure criterion, such as chloride ion concentration and steel bar depassivation. In this article, the service life prediction model of concrete and prestressed concrete bridges subjected to chloride-aggressive environments and fatigue is established, and the interaction of environmental effects and fatigue is taken into full account based on the mechanism of heat and mass transfer in porous media, the metal corrosion theory, and the classical mechanics theory. Taking depassivation as a demarcation point, the calculation method for the service life of concrete and prestressed concrete bridges is developed by analyzing the service life evolution process and determining the failure criterion. The service life of concrete bridges in coastal areas is calculated by the self-compiled program with MATLAB software (MathWorks, Natick, MA), and the results show good agreement with those in the project example. According to the results of the service life calculation with different increments of the number of fatigue loading cycles, ?N, the increment of the number of fatigue loading cycles ?Nhas an influence of no more than 5 % on the service life. This indicates that the calculation is converged and stable and that the calculation results are reliable. The service life of bridges is shortened with the increase of surface chloride concentration of concrete, daily vehicle traffic volume and load level, and the decrease of the concrete cover thickness. The study results are referred to predict the service life of concrete and prestressed concrete bridges under chloride-aggressive environments. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aConcrete bridges. =650 \0$aConcrete bridges$xDesign and construction. =700 1\$aWei, Jun,$eauthor. =700 1\$aDong, Rongzhen,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180035.htm =LDR 03145nab a2200445 i 4500 =001 JTE20180049 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180049$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180049$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD75.2 =082 04$a615/.19$223 =100 1\$aDing, Jianwen,$eauthor. =245 10$aStrength Properties and Microstructural Characteristics of Stabilized Dredged Materials at High Water Contents /$cJianwen Ding, Xusong Feng, Guizhong Xu, Sen Qian, Feng Ji. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aDredged materials (DMs) with high initial water content are often generated during construction projects of ports and waterways, as well as during the dredging of rivers and lakes in China. The cement mixing method is commonly introduced to render these waste materials sustainable earthwork resources. In this study, phosphogypsum is used as a water reducing agent together with cement to stabilize the DMs at high water content. An unconfined compressive strength test, a scanning electron microscopy test (SEM), and a mercury intrusion porosimetry (MIP) test were used in combination to investigate the strength properties and microstructural characteristics of the stabilized dredged material (SDM). It is found that there exists an optimal phosphogypsum content when it is used to stabilize the DMs together with cement. SEM results showed that the strength of the SDM originates from the cementitious bonding and pore-filling of hydration products. MIP results further clarified that total pore volume, average entrance pore diameter, andDp50were suppressed with an increase in cementing material content and curing period. The strength properties and microstructural characteristics show a high consistency. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aDredges$xEnvironmental aspects. =700 1\$aQian, Sen,$eauthor. =700 1\$aXu, Guizhong,$eauthor. =700 1\$aFeng, Xusong,$eauthor. =700 1\$aJi, Feng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180049.htm =LDR 02999nab a2200433 i 4500 =001 JTE20170761 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170761$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170761$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA7 =082 04$a620$223 =100 1\$aLiu, Rentai,$eauthor. =245 10$aStudy on Grouting Penetration in Soil Rock Mixture and the Mechanical Behavior after Grouting Reinforcement /$cRentai Liu, Zhuo Zheng, Li Shucai, Qingsong Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSoil Rock Mixture (SRM) is often regarded as a problematic geological feature during geotechnical engineering projects, which is commonly reinforced by grouting methods. In this study, the mechanical behavior of grouted SRM is investigated. Laboratory experiments are carried out to study the fundamental penetration mechanism and distribution regularities of grout vein during grouting in SRM and investigate the influence of grouting reinforcement on the strength of SRM. The SRM material used in the experiment is prepared by mixing soil and gravel at different ratios. The grout veins are excavated after solidification to observe and categorize their typical distribution patterns and analyze the influence from rock blocks. Then, uniaxial compressive strength tests are conducted on the test samples of grouted SRM. Based on the experimental results, a theoretical model is proposed that considers the influence of block proportion, block count, grouting volume, and grout vein distribution. Finally, an evaluation method for the strength of grouted SRM which can reasonably estimate the strength of grouted SRM is proposed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aGrouting$xEvaluation. =700 1\$aZheng, Zhuo,$eauthor. =700 1\$aShucai, Li,$eauthor. =700 1\$aZhang, Qingsong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170761.htm =LDR 02886nab a2200445 i 4500 =001 JTE20180221 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180221$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180221$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA780 =082 04$a624.154$223 =100 1\$aQiu, Shumao,$eauthor. =245 10$aStudy on the Effect of Side Resistance of Micropiles /$cShumao Qiu, Mingzhou Bai, Ning Yu, Hai Shi, Pengxiang Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe influence of a single pile on its vertical uplift is tested, and a numerical calculation is conducted through a graded loading method. This study is aimed at investigating the influence of the pile side resistance on soil mass and analyzing the influence of the sensitivity of the soil and pile parameters to lateral resistance. Results show that the influence of the lateral resistance of the pile to the soil in forming silt clay is the first linear attenuation with horizontal distance trend. On the basis of the experiment, the concept of effect radius is presented. The change in pile body and soil parameters is beneficial to increasing the effect radius, thereby increasing the resistance of the pile side and influencing the mobilization range of the micropiles to the surrounding soil. Poisson's ratio is the most sensitive to the change in the effect radius, followed by the change in the length of the pile. The sensitivity of the remaining parameters to the effect radius is from large to small. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aPiling (Civil engineering)$xTesting. =700 1\$aBai, Mingzhou,$eauthor. =700 1\$aShi, Hai,$eauthor. =700 1\$aLi, Pengxiang,$eauthor. =700 1\$aYu, Ning,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180221.htm =LDR 03786nab a2200433 i 4500 =001 JTE20180078 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180078$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180078$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC457 =082 04$a621.362$223 =100 1\$aChen, Tung-Tsan,$eauthor. =245 10$aStudy on the Properties of SCLAC Using Infrared Thermography and Ultrasonic Pulse Velocity /$cTung-Tsan Chen, Ying-Chun Hung. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA densified mixture design algorithm (DMDA) was employed to produce self-consolidating lightweight aggregate concrete (SCLAC). Lightweight aggregates with different particle densities were evaluated, and the batched water density and water-to-binder (w/b) ratio were varied. The results indicated that the properties of SCLAC mixed according to the DMDA were better than those according to the American Concrete Institute (ACI). Specifically, the slump and slump flow were greater than 250mm and 500mm, respectively. For instance, the strength of the material developed quicker; after 7 days of aging, the compressive strength of the specimen was 72 % of the strength obtained after 28 days. Under identical conditions, the compressive strength of SCLAC showed the best development when the w/b ratio was equal to 0.32 (45MPa after 91 days). When the lightweight aggregate concrete was mixed according to the ACI mixture's algorithm, the electrical resistivity of the SCLAC reached 53K?-cm and improved to 40K?-cm. The durability of material synthesized according to the DMDA was better than that of the traditional ACI mixture design. The degree of aggregate floating affected the location of the particles and the uniformity of concrete by approximately 20-40 %. Moreover, the results revealed that a low w/b ratio or mixing water density enhanced the development of the pulse ultrasonic velocity. The ability of aggregates with different specific gravities to transmit heat was determined by applying an infrared thermal method, and the results suggested that specimens with different particle densities (800 and 1,300kg/m3) presented significant differences in temperature variations. Lastly, scanning electron microscopy showed that hydration continued as the age of the material increased, which increased the compressive strength and compactness. In conclusion, a concrete mix designed with DMDA has higher workability and reaches design strength faster. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aThermography. =650 \0$aInfrared radiation. =650 \0$aEngineering. =700 1\$aHung, Ying-Chun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180078.htm =LDR 02974nab a2200409 i 4500 =001 JTE20170766 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170766$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170766$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.F57 =082 04$a624.1821$223 =100 1\$aLi, Kun,$eauthor. =245 10$aThe Global Stability Performance and Design Method of the Mono-Overhanging Steel Beam /$cKun Li, Kaichang Sun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article presents a research and design method for the global stability of the mono-overhang steel beam, which is very different from other kinds of beams. First, the total potential energy equation of the mono-overhanging beam is deduced by energy method. Then, the critical bending moment formula of the global stability is deduced based on its boundary conditions. Second, by introducing the equivalent calculated length coefficient, the critical bending moment equation is transformed into the form that is the same as that of a simply supported beam subjected to the uniform moment. This transformation can make stable design more convenient. At last, the impact factors of the calculated length coefficient of the global stability are determined. Furthermore, the formulas of the equivalent calculated length coefficients are proposed, which reflect the comprehensive interrelation between the equivalent calculated length coefficient and its impact factors. These formulas are continuous functions so that the calculation results are more precise and practical than before because in the previous method, the calculated length coefficient is taken as a piecewise constant value, which has led to a large error in the past. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aSteel I-beams. =700 1\$aSun, Kaichang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170766.htm =LDR 02992nab a2200457 i 4500 =001 JTE20170759 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170759$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170759$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.A1 =082 04$a620.191$223 =100 1\$aLiu, Xiaojun,$eauthor. =245 10$aThe Shear Strength of the Nature Loess Joint: A Case Study in Shaanxi Province /$cXiaojun Liu, Xing Zheng, Wen-Chieh Cheng, Qing Kong, Juanjuan Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aShear strength of the loess joint has significant influence on the stability of loess engineering with joints. "Joint" is the weak structural plane of loess, and its shear strength determines the stability of loess. In this study, a series of loess joint samples was collected from Binxian County, Liquan County, and Zichang County in Shaanxi Province. The shear strength of the loess joint was determined by means of the direct shear test. The influence of the water content on the shear strength parameters of the loess joint was investigated by means of tests. The results showed that initially the internal friction angle varied slightly with the water content but decreased very quickly as the water content surpassed the threshold value of 14 %. The relationship between shear strength and water content can be expressed as an exponential function. This study devised a new empirical formula that determines the peak internal friction angle by observing the effects of dry density, water content, shear strength, and joint surface morphology. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aRock mechanics. =650 \0$aShear strength of soils. =700 1\$aZheng, Xing,$eauthor. =700 1\$aCheng, Wen-Chieh,$eauthor. =700 1\$aKong, Qing,$eauthor. =700 1\$aWang, Juanjuan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170759.htm =LDR 02564nab a2200433 i 4500 =001 JTE20170635 =003 IN-ChSCO =005 20190527061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 190527s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170635$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170635$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTF383 =082 04$a625.1$223 =100 1\$aLuo, Wenjun,$eauthor. =245 10$aTrain Internal Noise Due to Wheel-Rail Interaction /$cWenjun Luo, Junnan Jiang, Wennian Yu, Chris K. Mechefske. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (23 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn order to investigate different potentially effective methods to decrease the noise inside passenger trains, this article employs the acoustic-solid coupling theory and the finite element (FE)-statistical energy analysis (SEA) hybrid method to study the vibration response of the train body under wheel-rail excitation and the internal noise response caused by the vibration of the train body. The contribution of plates to the noise inside the train is also analyzed. The results show that the vibration of the floor has the greatest influence on the noise inside the train. Furthermore, compared with the FE method alone, the FE-SEA hybrid method shortens the computation time and improves the efficiency of the calculation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 27, 2019. =650 \0$aRailroad tracks$xVibration. =700 1\$aYu, Wennian,$eauthor. =700 1\$aJiang, Junnan,$eauthor. =700 1\$aMechefske, Chris K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 3 Special Issue on Civil Infrastructures Confronting Severe Weather and Climate Changes.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170635.htm =LDR 03168nab a2200457 i 4500 =001 JTE20180537 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180537$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180537$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7872.D48 =082 04$a681.2$223 =100 1\$aRavi, Rohini,$eauthor. =245 10$aIntercluster Link Management for Quality of Service Development by Mitigating the Hidden Node Problem in Wireless Sensor Networks /$cRohini Ravi, Ravi Samikannu, Sampath Kumar Venkatachary, Bakary Diarra. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA hidden node problem occurs when two different cluster heads communicate with each other. The cluster head may always establish bidirectional connections to achieve another node in a different cluster from the first nongroup node. In the correspondence between two unique clusters, the occurrence of a hidden node cannot be recognized. The intercluster link management problem occurs in the system because of the hidden node. The intercluster grouping method is proposed to eliminate the hidden node problem when there is correspondence between two unique clusters. The cluster head initiates the proposed method by the grouping method. The Group Join Request (GJREQ) is sent by each cluster head to the other cluster, which is the nongroup member. The GJREQ is received by the nongroup member in the cluster, which promotes the request to other bidirectional nodes. This request is sent until it comes to the cluster head. The cluster head assigns a response in the affirmative and sends the information to the source node. The neighbor groups are points of interest that are used for sending and receiving the information between the clusters. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aSensor networks. =650 \0$aWireless LANs. =650 \0$aWireless communication systems. =700 1\$aSamikannu, Ravi,$eauthor. =700 1\$aVenkatachary, Sampath Kumar,$eauthor. =700 1\$aDiarra, Bakary,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180537.htm =LDR 03121nab a2200433 i 4500 =001 JTE20180487 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180487$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180487$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7872.D48 =082 04$a681.2$223 =100 1\$aRanganathan, Arun,$eauthor. =245 10$aAnalysis of Energy-Efficient Clustering Algorithms for Wireless Sensor Network (WSN) /$cArun Ranganathan, Balamurugan Rangasamy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA Wireless Sensor Network (WSN) consists of a huge number of tiny, lesser-cost devices with higher sensing ranges, processing and transmitting abilities. Because the sensor nodes have restricted battery power, energy efficiency is a significant design problem. Clustering is a successful algorithm used to decrease energy usage and increase the lifetime of WSN. Clustering algorithms group similar nodes in independent clusters. Every cluster has at least one Cluster Head (CH). Nodes send packet information to particular CHs. CHs send information to the Base Station. The characteristics of the energy heterogeneity of WSNs must be measured when developing clustering protocols. The major objective of this article is to study a modern survey on several clustering protocols or algorithms reported in the literature on WSNs. The review article also presents a detailed survey of several clustering algorithms for solving energy efficiency problems in WSNs and also presents the issues and advantages of various clustering algorithms in WSNs. The traditional clustering algorithms are simulated broadly, and the results are compared with the existing algorithms to demonstrate their results in terms of network life, energy usage, and Packet Delivery Ratio. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aSensor networks. =650 \0$aWireless LANs. =650 \0$aWireless communication systems. =700 1\$aRangasamy, Balamurugan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180487.htm =LDR 03388nab a2200457 i 4500 =001 JTE20180511 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180511$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180511$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7872.D48 =082 04$a681.2$223 =100 1\$aGayathri, Easwaran,$eauthor. =245 10$aLong-Lifetime and Low Latency Data Aggregation Scheduling for Wireless Sensor Network /$cEaswaran Gayathri, Mohanraj Vanitha, Ramaiah Mangayarkarasi, Ramachandran Sakthivel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWireless Sensor Networks contain an incredible number of hubs with limited registering, detecting, and wireless communication capacities. These systems have been utilized as a part of a wide zone of utilizations, such as human services, contamination checking, and target-following frameworks. The dynamic clustering of sensors into bunches is a prevalent procedure to expand the system lifetime and increment adaptability. To accomplish this, in this article the sensor hubs are adjusted to ensure a long lifetime and the activities are arranged into rounds that use fixed time intervals. In the first phase, a clustering topology is found, and a group head is picked in view of the outstanding energy level. Then the cluster head screens the network energy threshold value to identify the energy drain rate of all its cluster members. In the second stage, the Long-Lifetime and Low-Latency Data Aggregation Scheduling method is used. This scheduling method assigns schedule openings to group part information parcels. Here, congestion occurrence is completely kept away from the scenario. In the third stage, an Energy-Efficient Distributed Schedulebased convention is used to keep up greatest residual energy level over the network. The experimental outcome shows the steps proposed in this article ensure an increase in the network lifetime and decrease in the energy utilization. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aSensor networks. =650 \0$aWireless LANs. =650 \0$aWireless communication systems. =700 1\$aVanitha, Mohanraj,$eauthor. =700 1\$aMangayarkarasi, Ramaiah,$eauthor. =700 1\$aSakthivel, Ramachandran,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180511.htm =LDR 02773nab a2200445 i 4500 =001 JTE20180447 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180447$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180447$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7872.D48 =082 04$a681.2$223 =100 1\$aMani, Geetha,$eauthor. =245 10$aDetection of Heart Abnormalities Using Fuzzy Decision Making and Wireless Transmission of Disease Information /$cGeetha Mani, Monica Subashini Mohan Chandran, Monaliza Chandrasekaran. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis research work aims to implement the automatic detection of heart abnormality type without doctors assessment using electrocardiogram (ECG) features. First, the ECG signal is acquired via Ag-AgCl electrodes, preprocessed using the adaptive Wiener filter to remove the noises and classified with the help of feature extraction techniques and fuzzy decision making (FDM) algorithm. The FDM also finds the type of heart abnormality based on ECG features, such as RRp interval, R peak amplitude detection, and QRS complex interval, and then sends the classified type to the doctor wirelessly via a ZigBee module. The virtual instrument software has been used to validate the proposed concept, and results of both software and hardware parts have been presented to show the effectiveness of the work. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aSensor networks. =650 \0$aWireless LANs. =650 \0$aWireless communication systems. =700 1\$aMohan Chandran, Monica Subashini,$eauthor. =700 1\$aChandrasekaran, Monaliza,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180447.htm =LDR 03217nab a2200409 i 4500 =001 JTE20180512 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180512$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180512$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK5103.35 =082 04$a004.678$223 =100 1\$aPerumal, Kumaresan,$eauthor. =245 10$aA Comparative Analysis of Energy-Efficient Protocols for WBAN on Heterogeneous Transceivers /$cKumaresan Perumal, Prabukumar Manoharan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWide use of wireless sensors in medical services has given rise to another field called wireless body area networks (WBANs). WBANs consist of networks of wearable or implanted sensors that continuously capture and measure the vital parameters of the body. These sensor nodes have limited resources in terms of processing power, battery, and memory. Thus, the use of power has to be controlled for prolonging the network lifetime of WBAN systems. For this purpose, various energy-efficient protocols and their respective energy optimization techniques were developed to optimize power consumption, which consequently results in high energy efficiency. This article explores a power optimization model of three low-power routing protocols, namely, mobility-supporting adaptive threshold based thermal-aware energy-efficient multi-hop protocol (M-ATTEMPT), MBSTAR, and distance aware relaying energy-efficient (DARE), for WBAN. These protocols are implemented on three different test beds, and their conserved energy is compared for a varying number of sensors. Test beds were equipped with an ARM7 processor with different transceivers, namely, Bluetooth, Zigbee, and Wi-Fi. These protocols were implemented with varying transceivers taken for local case studies. Results are analyzed for the uniqueness of each protocol and their potential to support quick development and deployment of low-power WBAN systems. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aBody area networks (Electronics) =700 1\$aManoharan, Prabukumar,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180512.htm =LDR 02673nab a2200445 i 4500 =001 JTE20180411 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180411$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180411$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7872.D48 =082 04$a681.2$223 =100 1\$aSivakumar, V.,$eauthor. =245 10$aImproving Energy Efficiency in Wireless Sensor Networks through Virtual-BackboneBased Topology Control Mechanism /$cV. Sivakumar, Subbiah Janakiraman, K. Chandraprabha. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article presents a design of a virtual-backbonebased topology control scheme that builds the virtual backbone with the help of localized information. Initially, the dominating set is constructed using spanning tree application. The resultant dominating set spanning tree is further optimized to remove dominant act nodes because, originally, they are the regular nodes, and it forms a small-sized backbone with selected sufficient energy capacity nodes. Then the 3-hop message forward algorithm is used to identify the relay nodes. The roles of the relay nodes are to make the dominating set as a connected dominating set (CDS). Finally, a minimal CDS is formed by a heuristic approach to remove redundant sensors from the CDS. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aSensor networks. =650 \0$aWireless LANs. =650 \0$aWireless communication systems. =700 1\$aJanakiraman, Subbiah,$eauthor. =700 1\$aChandraprabha, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180411.htm =LDR 03566nab a2200421 i 4500 =001 JTE20180492 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180492$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180492$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7895.E42 =082 04$a004$223 =100 1\$aVenkatesha, Shashikiran,$eauthor. =245 10$a32-Bit One Instruction Core: ALow-Cost, Reliable, and Fault-Tolerant Core for Multicore Systems /$cShashikiran Venkatesha, Ranjani Parthasarathi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (22 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aOccurrences of both transient and permanent errors pose a major challenge in the wake of burgeoning growth in transistor density. Manufacturing defects and process variants lead to permanent faults, thereby lowering processor yields. In the arithmetic logic unit, single permanent faults result in the absolute failure of processors. Both low-energy neutrons and alpha particles from the cosmos induce transient errors by altering the state of the transistor. In wake of the implications, we postulate a new, reliable, fault-tolerant, low-cost 32-bit one instruction core (OIC) for a multicore system. Low cost here means low power and lower area. Notably, 32-bit OIC provides fault-free execution with triple redundant subtractors with one additional subtractor. It only executes one instruction called subleq repetitively in order to emulate the faulty instructions migrated into it by other cores. Hardware synthesis is undertaken to estimate leakage power, dynamic power, critical path delay, and area. The low-power 32-bit OIC consumes 1.3 mW, with a die area of 8,122 ?m 2 . Apart from also adding performance overhead, 32-bit OIC outperforms its competitors with regard to reliability, area, power, and critical path delay. Additionally, the probabilistic estimate with link vulnerability factoras a new parameteris introduced to assess the effect of soft errors or transient faults on interconnect wires, which are then quantitatively analyzed to illuminate the resilience of 32-bit OIC hardware structure. Additionally, we propose new design alternatives (including existing ones) for heterogeneous multicore systems in order to develop low-cost solutions with a primary focus on reliability. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aMicroprocessors. =650 \0$aSystems on a chip$xDesign and construction. =700 1\$aParthasarathi, Ranjani,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180492.htm =LDR 03496nab a2200433 i 4500 =001 JTE20180505 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180505$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180505$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7895.S65 =082 04$a006.454$223 =100 1\$aPaulin, Hebsibah,$eauthor. =245 10$aAudioVisual (Multimodal) Speech Recognition System Using Deep Neural Network /$cHebsibah Paulin, R. S. Milton, S. JanakiRaman, K. Chandraprabha. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aRecognizing the voice of a person by a smart device has become the need of the hour. Our cell phones are equipped with such features that converts speech to text, receives a command as a voice instruction instead of screen touch or pressing of a button. There are numerous intelligent machines such as automatic cars, robots, smart phones that use speech recognition features. These features are also very useful for people who are disabled and cannot use the smart devices with their hands. There are numerous techniques available to implement a speech recognition system. The need of such a system is to accurately recognize human voice at any circumstances, because the accent of each human differs for a single language, and also, the human voice is never devoid of noise and other emotional elements. So, the aim of such systems is to recognize human voices of different accents, even in a noisy environment. Because of this, an effective and robust speech recognition system has become important for machine and human interaction. Much voice-recognizing software depends purely on audio to recognize a voice, and one cannot guarantee that the audio will be noise free. In order to improve the accuracy and performance of traditional speech recognition system in a noisy environment, a new, nontraditional approach called a multimodal speech recognition system that uses both the audio and video features such as lip movement facial expression to recognize a speech is used. This article discusses the advantage of using video features along with the audio features with an experiment that proves it. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aAutomatic speech recognition. =700 1\$aMilton, R. S.,$eauthor. =700 1\$aJanakiRaman, S.,$eauthor. =700 1\$aChandraprabha, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180505.htm =LDR 03258nab a2200457 i 4500 =001 JTE20180504 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180504$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180504$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC270 =082 04$a616.994075$223 =100 1\$aLakshminarayanan, Aarthy Seshadri,$eauthor. =245 10$aDiagnosis of Cancer Using Hybrid Clustering and Convolution Neural Network from Breast Thermal Image /$cAarthy Seshadri Lakshminarayanan, Sujatha Radhakrishnan, Gopinath Masila Pandiasankar, Swarnapriya Ramu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aBreast cancer is a tumor caused by the excessive growth of cells in the breast tissue or near the region of the breast. Breast cancer is most commonly found among women, and it starts developing when the cell tissues from lump of the breast become abnormal or when there is a calcium deposit in the breast. These affected cells form a large lump that consequently becomes a tumor. Digital infrared images are obtained based on the metabolism of the breast and vascular circulation of the blood flow in and around the breast region, which has more visibility than the normal breast region. In this article, we diagnose breast cancer by processing a thermal image that is acquired from thermal cameras. By analyzing the information, we can implement image processing steps to predict quantitative and qualitative information. In this work, we propose a hybrid clustering algorithm with distance measurements. The clustering step includes adaptive fuzzy k -means clustering with Chebyshev distance with improved classifiers, which include neural networks. The article discusses the experimental results along with the comparison using various metrics, such as accuracy, time, and error rates. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aCancer$xMolecular diagnosis. =650 \0$aOncology. =650 \0$aNeural networks (Computer science) =700 1\$aRadhakrishnan, Sujatha,$eauthor. =700 1\$aPandiasankar, Gopinath Masila,$eauthor. =700 1\$aRamu, Swarnapriya,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180504.htm =LDR 03954nab a2200433 i 4500 =001 JTE20180553 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180553$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180553$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGC180 =082 04$a577$223 =100 1\$aPrabu, M.,$eauthor. =245 10$aDistributed Computing Model of Multispectral Time Series Data Analysis for Chlorophyll Concentration Determination Using Ocean Color Monitor-2 Data /$cM. Prabu, S. Margret Anouncia. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn general, the ocean color monitor sensor (OCM) is used to identify and monitor the phytoplankton bloom and fishing zones. In the ocean, there is a food chain among plants and fish, and by calculating the normalized difference vegetation index (NDVI), we can identify chlorophyll concentration of the particular ocean area. NDVI is an indication of the presence of chlorophyll concentration. In this study, importance is given to the NDVI of ocean area, because our Earth is mostly occupied by the ocean in the sense of water. OCM sensor data are used to identify the chlorophyll, which in turn indicates the presence of phytoplankton. This is the primary production in the basic food chain, and also for the fishes. Remote sensing methodology is used to find and understand the spatial allocation of oceanwater constituents. Usually, the phytoplankton pigment emits a greenish color in the seawater, which is the visible region in the ocean. It enables plant objects to be identified from among the other suspended matter on the oceanwater. NDVI is mainly used in land applications to identify vegetation and forestation, and it is used to identify the chlorophyll pigment concentration of the ocean surface. Therefore, NDVI can be used to map chlorophyll-determined zones through which possible fishing zones can be generated. This study also shows that the NDVI generation technique is used to discover the resources of seawater for mapping the fishing zones. However, the limitation on large-scale computation for the entire earth surface leaves challenges toward raising the technological solution. Hence, an attempt is made to integrate a distributed computational model to cover the larger spatial data. Therefore, a grid-based satellite image processing system is designed to discover the chlorophyll pigment concentration on the ocean through NDVI generation. With multiple computing nodes of the configured grid, the spatial coverage on the oceanic surface is widened and computational speed is also improved to yield a promising outcome. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aOptical oceanography$xRemote sensing. =650 \0$aColors$xAnalysis. =650 \0$aOceanography. =700 1\$aAnouncia, S. Margret,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180553.htm =LDR 03344nab a2200409 i 4500 =001 JTE20180508 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180508$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180508$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7895.E43 =082 04$a384.3$223 =100 1\$aBalakrishnan, Senthil Murugan,$eauthor. =245 10$aAspect-Oriented Modeling of Spatial Data Interpolation for Estimating Missing Data in Internet of Things (IoT) Service Discovery /$cSenthil Murugan Balakrishnan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe Internet of Things (IoT) is a model of future Internet and pervasive computing that has its own particular difficulties gained from the Internet as far as adaptability, vague topology, and so on are concerned. The proposed work means to determine the difficulties posed by IoT in the service discovery field. Most of the data analytics algorithms applied for data collected through sensors and actuators assume that the data are complete such that each property of the instances is filled with the appropriate value. These data have temporal and spatial correlation between them, and missing such data results in a significant decrease in accuracy and reliability of data analysis performed. Considering the importance of estimating the spatial data and the intricacies involved in estimating it using interpolation techniques, the proposed work bases its system development using an aspect-oriented programming improvement technique, thereby addressing the interpolation strategy as a cross-cutting aspect and reducing the complexity involved thereof. The proposal analyzes the situation of missing data and appropriately weaves the aspect and the application together, thereby decreasing the complexity in handling the interpolating data. The woven aspect estimates the missing data using an inverse distance weighting method and updates the information. Observation of the experimental results reveals significant improvement in response time compared with estimating the unknown value in a conventional manner. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aInternet of things. =650 \0$aEmbedded computer systems. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180508.htm =LDR 02743nab a2200445 i 4500 =001 JTE20180424 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180424$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180424$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR855.3 =082 04$a610.285$223 =100 1\$aRanjani, J. Jennifer,$eauthor. =245 10$aSecure and Optimized Real-Time System for Internet of Medical Things Using MATuino and ThingSpeak Analytics /$cJ. Jennifer Ranjani, A. Shanthoshini Selvapriya, E. Vijayan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe web of things, which is widely called the Internet of Things (IoT), aids as a part of our day-to-day life activities in todays world. It has great potential to change the modern world. Although it benefits us in several ways, IoT possesses several issues, such as privacy, data confidentiality, and effective storage. The IoT community is extremely concerned about the quantum of information that may be leaked out. Hence, a secured atmosphere is mandatory for IoT devices to transmit data over public networks. In this article, a secure and optimized real-time system is proposed as an alternative methodology for data transmission from healthcare sensors to the cloud, either through local area or wide area networks. An effective optimization technique is also implemented to provide better storage. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aMedical technology. =650 \0$aInternet. =650 \0$aMedical informatics. =700 1\$aSelvapriya, A. Shanthoshini,$eauthor. =700 1\$aVijayan, E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180424.htm =LDR 02606nab a2200433 i 4500 =001 JTE20180400 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180400$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180400$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7882.B56 =082 04$a621.38928$223 =100 1\$aSevugan, Prabu,$eauthor. =245 10$aAuthentication Mechanism as a Service through a Secured Biometric System in a Cloud Computing Environment /$cPrabu Sevugan, Gopinath Ganapathy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe utilization of biological properties for individual identification, called biometric systems, in cell phones is an undemanding and secure way to deal with managing user individual data. In this work, we assess three understood local binary descriptors (BRIEF, ORB, and BRISK) for the iris recognition task. As iris recognition is a computationally overwhelming undertaking to run locally on cell phones, the proposal of a technique to perform iris recognition on a cloud foundation, which has lately developed as another worldview for facilitating and conveying services over the Internet, has been made. The primary objective of this is to give clients powerful correspondence with no significant blunders. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aBiometric identification. =650 \0$aElectronic data processing. =650 \0$aElectronic security systems. =700 1\$aGanapathy, Gopinath,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180400.htm =LDR 02451nab a2200421 i 4500 =001 JTE20180502 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180502$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180502$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD30.37 =082 04$a004.36$223 =100 1\$aShankar, Karthi,$eauthor. =245 10$aSpatial Data Indexing and Query Processing in GeoCloud /$cKarthi Shankar, Prabu Sevugan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aGeoCloud is essential for spatial data management. This article depicts GeoCloud and SpatialHadoop, both of which are developed for spatial information, indexing, and query processing. It contains traditional spatial indexing that comprises R-tree, Hilbert R-tree, and improved Bloom filter tree. We enhance the query search by utilizing Spatial Join, Range Query, k-nearest neighbor (k-NN), and Max k-NN queries. By doing so, we implement the data structures and query evaluation performance of different spatial datasets in GeoCloud instances with SpatialHadoop. We show that our proposed system is more efficient in terms of data storage and retrieval in GeoCloud. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aCloud computing. =650 \0$aInformation technology$xManagement. =700 1\$aSevugan, Prabu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180502.htm =LDR 03486nab a2200421 i 4500 =001 JTE20180414 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180414$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180414$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.9.D32 =082 04$a005.74$223 =100 1\$aSwaminathan, Revathy,$eauthor. =245 10$aAn Enhanced Hybrid Clustering Approach for Privacy Preservation (ECPS) in Big Data using Apache Spark Framework /$cRevathy Swaminathan, Arunkumar Thangavelu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn the era of big data mining, clustering is the organization of objects into groups based on applied similarity metrics. Among those metrics, the k-means approach is considered the most popular algorithm so far. As a result of the advancement in parallel processing and distributed computation, traditional techniques are not as efficient in computing the centroid when performing clustering. Consequently, this issue has an effect on privacy preservation when it comes to processing individuals sensitive information. Hence, an optimal clustering technique an enhanced hybrid clustering approach for privacy preservation in the context of big data perspective as well as in the context of the preservation of individual privacy protection from background knowledge attack is proposed in this article. The first approach depicts a combination of the ant colony optimization and firefly techniques for choosing the better centroid position with the data. The next approach is about combining the differential privacy algorithm, which uses the Laplace mechanism for augmenting additional noise to the individuals data to make privacy preservation more robust. With the evolving trends and technologies, the amount of data being generated is increasing at an overwhelming rate. Thus, the proposed approaches are designed in such a way that they can be adapted to the changing needs of big data. The proposed algorithms are efficient when compared with the existing clustering algorithms and provide better performance by guaranteeing privacy. The implementation of the proposed works is done upon the Apache Spark with the big data framework. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aBig data. =650 \0$aDatabase management. =700 1\$aThangavelu, Arunkumar,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180414.htm =LDR 03067nab a2200433 i 4500 =001 JTE20180527 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180527$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180527$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC655 =082 04$a616.44$223 =100 1\$aRadhakrishnan, Sujatha,$eauthor. =245 10$aA Transdisciplinary Approach to Classify Thyroid Levels in Patients /$cSujatha Radhakrishnan, Aarthy Seshadri Lakshminarayanan, Radhakrishnan Bakthav, Gopinath Masila Pandiasankar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aData mining is one of the most promising areas of research that has become increasingly popular in health care. The objective of this research article is to elucidate a transdisciplinary approach to classify thyroid levels in patients using data mining techniques. The data set consisting of more than 2 thyroid conditions along with the normal values listed 21 values. The classifier chosen carefully to get the optimized accuracy and falls in different classification category namely J48, random forest, and random tree from tree, decision table from rules, multilayer perceptron from functions, nave Bayesian from Bayes, and AdaBoost from meta respectively. The J48 classifier displays tree that will assist with better interpretation based on the values and helps to easily determine new value combinations. The Thyropred System graphic is finally presented, which guides the diagnosis of thyroid disease. Thorough consultation with experts along with this prediction system guides the decision of further medication. The J48 classifier provides the best accuracy when compared with the other tested classifiers. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aThyroid gland. =700 1\$aLakshminarayanan, Aarthy Seshadri,$eauthor. =700 1\$aBakthav, Radhakrishnan,$eauthor. =700 1\$aPandiasankar, Gopinath Masila,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180527.htm =LDR 03078nab a2200421 i 4500 =001 JTE20180503 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180503$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180503$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC78.7.T5 =082 04$a616.0754$223 =100 1\$aGopinath, Masila PandiaSankar,$eauthor. =245 10$aAn Efficient Multiangle Weight Updated Haralick and Relevance Vector Machine Algorithm for Classifying Diabetic Foot from Medical Thermal Image /$cMasila PandiaSankar Gopinath, Sevugan Prabu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSkin temperature assessment has gained attention in recent years for its ability to detect diabetes-related foot complications. Early detection of the complications can prevent devastating consequences. Hence, in this article, an efficient multiangle weight updated Haralick (MAWH) algorithmbased foot thermal image processing system is proposed for classification of features into diabetic and nondiabetic categories. Initially, the Gaussian noises in the medical infrared footprint images are preprocessed by the median filter. Then, the features from the preprocessed images are processed by the MAWH, primitive tint feature extraction, and convoluted Tamura pattern algorithms. From the extracted features, the optimal features are selected by the genetic algorithmdifferential evolutionbased feature subset algorithm. By exploiting the selected features, the relevance vector machine classifier classifies the features as diabetic or nondiabetic. To validate the performance of the proposed algorithm, it is compared with existing algorithms. The validation results prove that the proposed algorithm is more optimal than the existing algorithms for all metrics. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aMedical thermography. =650 \0$aImage processing$xDigital techniques. =700 1\$aPrabu, Sevugan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180503.htm =LDR 02568nab a2200433 i 4500 =001 JTE20180497 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180497$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180497$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK5103.2 =082 04$a004.60286$223 =100 1\$aAshokkumar, P.,$eauthor. =245 10$aLink-Based Clustering Algorithm for Clustering Web Documents /$cP. Ashokkumar, S. Don. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aClustering web documents involves the use of a large amount of words to be inputted to clustering algorithms such as K-Means, Cosine Similarity, Latent Discelet Allocation, and so on. This causes the clustering process to consume much time as the number of words in each document increases. In many web documents, web links are available along with the contents; these web link texts may contain a tremendous amount of information for clustering. In our work, we show that just using the web link text alone gives better clustering efficiency than considering the whole document text. We implemented our algorithm with two benchmark datasets, and the results show that the clustering efficiency is increased by our algorithm more than the existing methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aWireless communication systems. =650 \0$aCluster analysis. =650 \0$aComputer algorithms. =700 1\$aDon, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180497.htm =LDR 03044nab a2200469 i 4500 =001 JTE20180494 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180494$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180494$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE228.37 =082 04$a388.312$223 =100 1\$aSaravanan, D.,$eauthor. =245 10$aAugmented Powell-Based Krill Herd Optimization for Roadside Unit Deployment in Vehicular Ad Hoc Networks /$cD. Saravanan, S. Janakiraman, K. Chandraprabha, T. Kalaipriyan, R. S. Raghav, S. Venkatesan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article focuses on roadside unit (RSU) deployment based on the analysis of aggregation delay causes between the accident-occurring location and the nearby RSU. Information aggregation in vehicular ad hoc networks using RSU is one of the phenomenal concepts that look ahead in todays recent advancements, since the consistency in aggregation and dissemination of data in a volatile network is high when compared with vehicle to vehicle communications. Deploying the RSU as appropriate in rural areas is cost-sensitive since the collection of information is not up to the mark when compared with urban regions. A mathematical model called Powells Method and a bioinspired algorithm, namely krill herd algorithm, have been hybridized and proposed in this research article for effective RSU deployment. The proposed algorithm has been tested under three different road maps, and the consistency of the algorithm has been evaluated under appropriate performance measures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aVehicular ad hoc networks (Computer networks) =650 \0$aTransportation. =700 1\$aJanakiraman, S.,$eauthor. =700 1\$aChandraprabha, K.,$eauthor. =700 1\$aKalaipriyan, T.,$eauthor. =700 1\$aRaghav, R. S.,$eauthor. =700 1\$aVenkatesan, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180494.htm =LDR 03117nab a2200409 i 4500 =001 JTE20180446 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180446$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180446$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK6570.M6 =082 04$a621.3821201519625$223 =100 1\$aSubramaniam, Mahendrakumar,$eauthor. =245 10$aAn Analyzing of Cross Layer Design for Implementing Adaptive Antenna Technique in Mobile Ad-Hoc Networks /$cMahendrakumar Subramaniam, Guna Sekar Thangamuthu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA mobile ad-hoc network (MANET) uses an omni-directional antenna, which transmits and receives power from all directions, resulting in higher noise and interference. The interference effects can be minimized with the help of adaptive directional antennas. The proposed model for implementing adaptive antenna techniques in MANET is a cross layer design. Utilizing adaptive antennas, two nodes are able to communicate when both the transmitters and receivers unidirectional radiation beams are directing toward each others nodes. A cross layer methodology for dynamic topology control enables the interaction between medium access control layer and the routing layer for reaching the necessary quality of service (QoS) of various data packets. After the initialization of a network, the algorithm initially develops a topology and the routing techniques use this network topology to find out the route paths for data transmission. Later, based on the network scenario for ongoing transmissions and to obtain the necessary QoS, the topology gets altered by the topology control layer in order to obtain the optimized network with better performance. Simulation results show specifically, throughput and signal-to-noise ratio were increased by 33 % and 42 %, respectively. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aMobile communication systems. =700 1\$aThangamuthu, Guna Sekar,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180446.htm =LDR 02859nab a2200445 i 4500 =001 JTE20180462 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180462$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180462$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ808 =082 04$a621.3$223 =100 1\$aSamikannu, Ravi,$eauthor. =245 10$aCost Optimization and Development of Hybrid Energy Systems for Rural Areas in Ethiopia with a Balance of Their Energy Need and Resources Availability (A Case StudyOn Tuludimtu) /$cRavi Samikannu, V. Sampath Kumar, Bakary Diarra, Rohini Ravi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article presents a feasibility of standalone energy system comprising of wind and solar energy systems have been studied in order to implement in Tuludimtu town. In doing so Tuludimtu has been selected as a case site; consequently the wind speed (at 25 m) and the estimated solar radiation data of this town has been analyzed in such a way that, it would be easy for using HOMER software. The results show that; the wind energy potential is reasonable, with average wind speeds of approximately 5.15 m/s. However; the solar energy potential of the site can be classified as excellent as in the town the daily average solar irradiation is more than 6.24 kWh/m2/day. As a result the cost of energy of the designed energy system is found to be in the range of sh.35/kWh to sh.39/kWh which makes the system competitive in the Ethiopians energy system. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aRenewable energy sources. =650 \0$aPower resources. =700 1\$aSampath Kumar, V.,$eauthor. =700 1\$aDiarra, Bakary,$eauthor. =700 1\$aRavi, Rohini,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180462.htm =LDR 03087nab a2200421 i 4500 =001 JTE20180507 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180507$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180507$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.9.D32 =082 04$a005.74$223 =100 1\$aLincy, Blessy Trencia,$eauthor. =245 10$aAn Enhanced Hybrid Feature Selection Approach for High Dimensional Data Processing /$cBlessy Trencia Lincy, Suresh Kumar Nagarajan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA huge volume of data is being generated day by day, each and every second, with mounting trends and technologies. Big data has evolved as an ultimate approach in data origination, attainment, and processing and also analysis, coping with the heterogeneity of the data in order to obtain useful insights from it. It is obvious that there is no point in having the data without quality. Hence, in order to use or leverage the data in a more apposite manner, data with quality are important. Numerous technologies are being developed with the evolution of big data. The input to those technologies and approaches is to be processed in such a way that they guarantee data quality, to yield better processing and results. An effective preprocessing approach is proposed in this article for the processing of big data. No single model can work well in the case of data processing, considering the challenges imposed with big data. Hence, a hybrid preprocessing approach is imposed here to deal with the data and processing, ensuring a better outcome. The results show that the approach enhances the quality of the data and is more effective. This approach, along with the big data platform using the Spark framework, increases the overall performance of the processing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aBig data. =650 \0$aDatabase management. =700 1\$aNagarajan, Suresh Kumar,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180507.htm =LDR 02895nab a2200421 i 4500 =001 JTE20180515 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180515$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180515$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR864 =082 04$a610.285$223 =100 1\$aVenugopal, Pulidindi,$eauthor. =245 10$aThe Perceptual Differences of Hospital Employees on the Use and Adoption of Electronic Health Records and Telemedicine /$cPulidindi Venugopal, S. Aswini Priya. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTechnological innovation is one of the key factors in improving healthcare services. It is necessary to examine the perceptions of hospital employees of the adoption of electronic health records and telemedicine in hospitals. Because of the fact that the perception of the usage of technology differs from one employee to another, this study determines the perceptual differences of hospital employees on the usage of electronic health records and telemedicine in hospitals of Vellore district. By employing the unified theory of acceptance and use of technology model, the study determines the purpose. A total of 770 doctors, 770 nurses, and 770 clinical staff were contacted and asked to elucidate their responses; of those contacted, 537 doctors, 580 nurses, and 568 clinical staff willingly filled up the questionnaire after filling the missing values. The mean series of all the respondents have been chosen for the final study. The findings, implications, limitations, and future research are suggested and delineated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aMedical records$xData processing. =650 \0$aMedical records$xManagement. =700 1\$aAswini Priya, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180515.htm =LDR 02780nab a2200421 i 4500 =001 JTE20180500 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180500$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180500$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5548.32 =082 04$a658.872$223 =100 1\$aHarsha Vardhana, Balaji,$eauthor. =245 10$aOptimized Inventory Control on Construction Materials by Application of E-Technology Transfer along JIT /$cBalaji Harsha Vardhana, Pulidindi Venugopal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aMost of the construction projects in India experience ineffective inventory control because of the application of the conventional method. This conventional procurement management method is commonly practiced (more than 95 % of the time), which encourages improper utilization of resources in construction industries. Material procurement is a financially operated arena that requires technology transfer rather than common techniques. Construction stakeholders are generally unaware of E-Technology development. Recent E-Technology commerce networking and communication has been drastically improved and thus can be effectively utilized to produce uninterrupted supply chain management in construction procurement systems; additionally, this technological transfer system in construction industries can improve the profit margins and can avoid time overrun of construction projects. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aElectronic commerce$xTechnological innovations. =650 \0$aBusiness enterprises$xData processing. =700 1\$aVenugopal, Pulidindi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180500.htm =LDR 04162nab a2200409 i 4500 =001 JTE20170501 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170501$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170501$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.7 =082 04$a620.44$223 =100 1\$aBevill, Grant,$eauthor. =245 10$aA Comparison of the ASTM F2508 and ANSI/NFSI B101.3 Walkway-Safety Tribometry Standards Using Measurements from Two Different Tribometers /$cGrant Bevill, H. Thomas Baker. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn order to provide the safest possible built environment for pedestrian use, care must be taken to supply walking surfaces that are slip resistant. However, there remains an inability to establish a method of consensus for determining whether a surface is slip resistant. Two current walkway-safety standards illustrate two different approaches to this issueANSI A137.1, American National Standards Specifications for Ceramic Tile , and ANSI/NFSI B101.3, Test Method for Measuring Wet DCOF of Common Hard-Surface Floor Materials , promotes a numeric threshold model, while ASTM F2508, Standard Practice for Validation, Calibration, and Certification of Walkway Tribometers Using Reference Surfaces , is a validation standard based on the relative ranking of walkway surface materials. The goal of this study was to determine whether these two standards are compatible in how they rank/evaluate surfaces. To do this, two tribometers, (the BOT-3000E (BOT) (Regan Scientific Instruments, Southlake, TX, USA) and English XL Variable Incidence Tribometer (XL) (Excel Tribometers, Chesapeake, VA, USA)) were used to take slip resistance measurements using the four reference surfaces designated in the ASTM F2508 standard. Measurements for the BOT were taken under three conditions: (1) styrenebutadienerubber (SBR) test foot with distilled water and surfactant (consistent with ANSI/NFSI B101.3), (2) SBR test foot with distilled water, and (3) Neolite test foot with distilled water. Measurements for the XL were taken using a Neolite test foot with distilled water. Results indicate that the vinyl composite tile was the reference surface nearest to the ANSI threshold for high slip resistance but fell approximately 11 % below the threshold value of 0.42. The two most slippery reference surfaces (granite and porcelain) fell well below the ANSI threshold for high slip resistance, while the most slip resistant (ceramic tile) was well above the threshold. Unexpectedly, we also found a strong linear correlation ( R 2 =0.99) between the measurements from the XL versus the BOT with SBR and surfactant test condition, which allowed for conversion of slip resistance readings between the two tribometers under these conditions. These results provide new data that allow aspects of the ASTM and ANSI standards to be directly compared. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aSurfaces (Technology)$xAnalysis. =700 1\$aBaker, H. Thomas,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170501.htm =LDR 03663nab a2200469 i 4500 =001 JTE20170468 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170468$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170468$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN871 =082 04$a622.3382$223 =100 1\$aEgberts, Philip,$eauthor. =245 10$aA Novel Tribometer Designed to Evaluate Geological Sliding Contacts Lubricated by Drilling Muds /$cPhilip Egberts, Nicholas Simin, Calvin Wong, Jan Czibor, Curtis Ewanchuk, Simon Park. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aGreat interest in improving lubricity, or reducing friction, of drilling muds used for horizontal oil well drilling is motivated by increasing the horizontal reach that can be attained by a single drilling site. However, there are a limited number of commercially available devices that can be used to evaluate novel drilling mud solutions under sliding conditions that accurately replicate those encountered in the field, and those that are available are often prohibitively expensive. Here, the design of a low-cost lubricity meter, or tribometer, is documented. The purpose-built tribometer is capable of varying rotating speeds, applied normal loads, temperature, and counter surface materials. In particular, the counter surface of the tribometer can be either a steel surface, as is often used in the industrial lubricity meters available in corporate laboratories, or a geological core specimen taken from the drill site. The novel instrument was then used to evaluate four commercially available water-based drilling fluid lubricant additives, dissolved in distilled water, for both a steel-on-steel contact and a steel-on-rock contact. The steel-on-steel contact shows that the tribometer replicates the results of tests typically conducted in drilling fluid labs, thus verifying the performance of the newly developed tribometer. Additional results show that the friction and performance of the lubricant depend significantly on the materials used: steel-on-steel contacts show much lower friction than steel-on-sandstone contact. Finally, a weak dependence on the applied load is shown for a number of lubricant additives examined. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aDrilling muds$xTesting. =650 \0$aOil wells. =700 1\$aSimin, Nicholas,$eauthor. =700 1\$aWong, Calvin,$eauthor. =700 1\$aCzibor, Jan,$eauthor. =700 1\$aEwanchuk, Curtis,$eauthor. =700 1\$aPark, Simon,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170468.htm =LDR 03039nab a2200433 i 4500 =001 JTE20170774 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170774$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170774$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL698 =082 04$a629.1$223 =100 1\$aLin, Chin-Tsai,$eauthor. =245 10$aConstruction of a Supplier Evaluation Model in the Aerospace Sector /$cChin-Tsai Lin, Kuang-Peng Hung, Shu-Hsien Hu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe aerospace sector has a demand for high-precision and expensive machine tools that are characterized by a high entry threshold, high risks, and a long payback period. To ensure product quality and the reduction of operating costs, it is imperative that manufacturers in this sector develop an appropriate supplier evaluation and management mechanism for machine tools. Therefore, this study presents a new two-stage supplier evaluation model for the aerospace sector. In the first stage, a hierarchical structure that comprises three evaluation criteria and eleven subcriteria is constructed. In the second stage, suppliers are appraised and selected through the analytic hierarchy process. As exemplified by the purchase of high-precision and expensive machine tools by Taiwans Aero Win Technology Corporation (listed in the Taiwan Stock Exchange), this study conducts a feasibility and sensitivity analysis with respect to the supplier evaluation model. The three criteria are ranked in the order of decreasing importance as follows: quality>cost>delivery. The results of this research have useful implications for the evaluation policy of machine tool suppliers in the aerospace sector. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aSpace vehicles$xMaterials. =650 \0$aAerospace engineering. =700 1\$aHung, Kuang-Peng,$eauthor. =700 1\$aHu, Shu-Hsien,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170774.htm =LDR 02671nab a2200421 i 4500 =001 JTE20180384 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180384$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180384$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC618 =082 04$a621.351$223 =100 1\$aTohmyoh, Hironori,$eauthor. =245 10$aDetection of an Electromotive Force during Resistance Spot Welding and Its Correlation with Nugget Growth /$cHironori Tohmyoh, Yuta Hasegawa, Yoichi Matsui. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article presents a report on an electromotive force that appears in the electromagnetically open circuit during resistance spot welding. We measured the potential drop between the Cu electrodes during the supply of an alternating current while keeping the area surrounding the electrical lines available for the potential drop measurement. We detected a unique electromotive force in the opposite direction to the back electromotive force induced by the change in the current. Here, we demonstrate that the change in the electromotive force is closely associated with nugget growth and the generation of spatter during welding. Based on the temperature measurement around the Cu electrode, we observed a temperature ripple during the welding process and consider this as the driving force behind the electromotive force. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aElectromotive force. =700 1\$aHasegawa, Yuta,$eauthor. =700 1\$aMatsui, Yoichi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180384.htm =LDR 03354nab a2200433 i 4500 =001 JTE20170653 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170653$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170653$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK1087 =082 04$a621.31244$223 =100 1\$aUma, J.,$eauthor. =245 10$aDiagnosis of Photovoltaic (PV) Panel Defects Based on Testing and Evaluation of Thermal Image /$cJ. Uma, C. Muniraj, N. Sathya. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPhotovoltaic (PV) solar energy can only be economical if the PV module operates reliably for 2530 years under field conditions. The PV module and it overall reliability can be radically affected by faults during the manufacturing process, in real field conditions, transportation, and installation. So, there is a need for diagnosing defects in PV modules to improve their reliability. Operating temperature plays the key role for improving the efficiency of PV panels. The temperature within the PV cell unevenly increases because of such defects in the cell. As such, it is very important to monitor the temperature and temperature distribution in PV panels in order to locate such defects. Infrared thermography (IRT) plays a major role in predictive and preventive maintenance of PV panels and can determine the severity of the problem. This article investigates the delamination, snail trails, and bubbled faults of PV panels using digital thermal image analysis and their feature extraction. Real time experiments were conducted, and the test results are presented in this article. Thermal images of panels are captured using a (FLIR) T420bx thermal imager. The thermal images of panels are analyzed by segmenting the image using the k -means clustering algorithm. Histogram statistical features such as mean, standard deviation, variance, entropy, skew, and kurtosis are extracted from the segmented thermal image. Based on these features, the defects in PV panels are identified with reasonable accuracy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aPhotovoltaic power generation. =650 \0$aSolar cells. =700 1\$aMuniraj, C.,$eauthor. =700 1\$aSathya, N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170653.htm =LDR 02842nab a2200409 i 4500 =001 JTE20170312 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170312$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170312$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT57.36 =082 04$a658.562$223 =100 1\$aKasprkov, Nikola,$eauthor. =245 10$aEconomic Efficiency of Rectifying AOQL Plans Based on the EWMA Statistic /$cNikola Kasprkov. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aRectifying Average Outgoing Quality Limit (AOQL) acceptance sampling plans that minimize the mean inspection cost per lot of the process average quality were originally designed by Dodge and Romig for inspection by attributes. Plans for inspection by variables were then proposed; such plans may be more economically efficient than the corresponding attribute sampling plans. The new AOQL variable sampling plans, which minimize the mean inspection cost per lot of the process average quality when the remainder of the rejected lots are inspected, are introduced in this article. The new plans are based on the usage of the exponentially weighted moving average statistic, and the economic advantages of the new plans over the existing plans with respect to savings in the cost of the inspection are discussed. The economic efficiency of the new plans is evaluated using cost models that consider differences in both variable and fixed costs. The methods for the calculation of the proposed plans have been implemented in a free software, i.e., the contributed package LTPDvar for the R computing environment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aQuality control. =650 \0$aSampling (Statistics) =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170312.htm =LDR 02691nab a2200433 i 4500 =001 JTE20170571 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170571$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170571$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA405 =082 04$a620.1$223 =100 1\$aYao, Jiawei,$eauthor. =245 10$aEffect of Experimental Variables on Nanomechanical Properties of PEK-C via AFM Indentation /$cJiawei Yao, Mengyao Liu, Yifan Niu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn order to investigate the effects of the experimental variables of nanoindentation measurements on the nanomechanical properties of PEK-C, a wide range of indentation conditions, including peak force, loading velocity, and unloading velocity, were employed for PEK-C under different preparation conditions by the atomic force microscope based nanoindentation technique. The test results indicate that both the elastic modulus and hardness values decrease with the peak force increasing. The elastic modulus increases as the loading velocity increases. However, increasing unloading velocity leads to the decrease of the elastic modulus. The hardness exhibits a decrease with the loading velocity increasing and appears unloading velocity independent. What is more, the dispersion augments with the loading and unloading velocity increasing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aMaterials$xMechanical properties. =650 \0$aNanotechnology. =700 1\$aLiu, Mengyao,$eauthor. =700 1\$aNiu, Yifan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170571.htm =LDR 03072nab a2200445 i 4500 =001 JTE20170503 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170503$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170503$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.A6 =082 04$a620.1866$223 =100 1\$aChen, Y. J.,$eauthor. =245 10$aEffect of Pre-deformation on the Multiaxial Low-Cycle Fatigue Resistance of 2024-T4 Aluminum Alloy /$cY. J. Chen, J. Zhou, C. C. Liu, F. S. Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe effect of pre-deformation on the fatigue properties of 2024-T4 aluminum alloy is evaluated, including pre-tension of 1, 2, 3, and 4 % as well as pre-torsion of 10, 20, 30, and 40. Multiaxial low-cycle fatigue (LCF) tests are carried out under a constant amplitude sinusoidal wave loading with a tension-torsion ratio ?3 in air at room temperature. The results indicate that the multiaxial LCF life of the specimen reduces with the pre-deformation level. The observed mechanical behavior and associated phenomena are directly linked to microstructure characteristics, such as dislocation density, surface defects, and microcracks. The analysis of mechanism reveals a competition between beneficial effects that are due to hardening and detrimental influences that are due to defects that are caused by the pre-deformation. However, the multiaxial loading makes the detrimental influence more prominent. The typical fracture morphology of multiaxial fatigue can be observed. With the consideration of the effect of pre-deformation on fatigue limit, a modified criterion is developed to predict the multiaxial fatigue life of 2024-T4 aluminum alloy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aAluminum alloys$xFatigue. =650 \0$aAluminum alloys$xMechanical properties. =700 1\$aZhou, J.,$eauthor. =700 1\$aLiu, C. C.,$eauthor. =700 1\$aWang, F. S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170503.htm =LDR 02963nab a2200433 i 4500 =001 JTE20170460 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170460$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170460$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aSwamy, Aravind Krishna,$eauthor. =245 10$aEffect of Test Geometry and Aggregate Texture on Angle of Repose of Aggregates /$cAravind Krishna Swamy, Varun Matolia, Parminder Singh, Gunturi Venkata Ramana. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aProperties of asphalt concrete mixtures are significantly affected by aggregate properties. Previous studies have indicated that Angle of Repose (AoR) is an indicator of aggregate properties, including texture, angularity, and shape. In this research, the effect of test geometry and aggregate texture on the AoR of aggregate is evaluated. Aggregates from two different sources were synthetically processed in a laboratory to obtain particles with different textures while retaining other characteristics. The AoR of single-sized aggregates was measured with different test geometries. The test results indicate that measured AoR was sensitive to aggregate texture and test geometry. The relation between aggregate size and AoR exhibited a positive correlation. The direct shear strength test parameters were able to capture the changes in aggregate texture and AoR. The angle of internal friction showed a positive and linear variation with AoR, irrespective of test geometry. However, exact slope was specific to aggregate type and texture level. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aAsphalt concrete$xTesting. =700 1\$aMatolia, Varun,$eauthor. =700 1\$aSingh, Parminder,$eauthor. =700 1\$aRamana, Gunturi Venkata,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170460.htm =LDR 03493nab a2200433 i 4500 =001 JTE20180322 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180322$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180322$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.M3 =082 04$a620.187$223 =100 1\$aVignesh Kumar, M.,$eauthor. =245 10$aEffect of Tool Pin Profile on Microstructure and Hardness of Magnesium Alloy Zk60/SiCp Surface Composites Fabricated by Friction Stir Processing /$cM. Vignesh Kumar, G. Padamanaban, V. Balasubramanian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe combination of stiffness, good castability, high specific strength, and low density makes magnesium alloys ideal materials, particularly in lightweight structural applications. The two major drawbacks of magnesium alloys are poor friction and wear resistance, because they restrict the structural applications. Therefore, it is necessary to enhance the tribological properties of magnesium alloys without creating many adverse effects on the properties of the base metal by using surface engineering. In order to achieve a sound fabrication of surface metal matrix composites on the magnesium plate, friction stir processing (FSP) often serves as a good candidate. However, the process parameters should be suitably selected to fabricate a sound FSP zone. Tool pin profile is a major significant process parameter, particularly in FSP, as it plays major part in the formation of a processed region with a uniform distribution of reinforcement particles. In this study, an attempt was made to understand the major effects of tool pin profiles, namely, cylindrical thread, plain cylindrical, plain tapered cylindrical (PTC), and square on the microstructure characteristics and particle distribution of FSP ZK60/Silicon Carbide particle (SiCp) surface composites. Of the four pin profiles, surface composites fabricated by means of PTC pin profile resulted in a defect-free and higher hardness processed zone. This was attributed to the higher shear force offered by the PTC pin profile, which aids proper material flow with evenly distributed particles. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aMagnesium$xMetallurgy. =650 \0$aMaterials science. =700 1\$aPadamanaban, G.,$eauthor. =700 1\$aBalasubramanian, V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180322.htm =LDR 02889nab a2200457 i 4500 =001 JTE20180348 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180348$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180348$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a624.18340287$223 =100 1\$aChen, Xudong,$eauthor. =245 10$aInfluence of Loading Sequence on Low Cycle Fatigue Behavior of Normal Weight Concrete under Direct Tension /$cXudong Chen, Dandan Shi, Shengtao Li, Xiangqian Fan, Jun Lu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aUnder seismic action, concrete can be considered to be subjected to multistage constant cyclic loads. Moreover, the failure of concrete is predominantly manifested in cracking caused by tension. This article studies the dynamic mechanical properties of concrete specimens under direct cyclic tension. According to the experimental results, this article discusses selections of damage parameters and the establishment of the evolution model on the basis of elastic modulus degradation and plastic strain accumulation. According to reasonable damage parameters, the damage evolution mechanism is investigated to propose a modified model, by which the failure process and the fatigue life of concrete under cyclic loading can be predicted. Additionally, the proposed damage evolution model is used to analyze the experimental data of the related literature and this study, which both turn out a good match in the prediction. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aConcrete$xTesting. =650 \0$aStructural engineering. =700 1\$aShi, Dandan,$eauthor. =700 1\$aLi, Shengtao,$eauthor. =700 1\$aFan, Xiangqian,$eauthor. =700 1\$aLu, Jun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180348.htm =LDR 02993nab a2200433 i 4500 =001 JTE20180430 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180430$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180430$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP1183.F5 =082 04$a668.495$223 =100 1\$aColegrove, Brenda,$eauthor. =245 10$aInterlaboratory Study to Determine Precision for Defect Detection and Rating of Plastic Film Using Optical Sensors According to ASTM D7310 /$cBrenda Colegrove, Casey McAlpin, Richard Garner, Peter Mayo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (26 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aRecently, the five-year review for ASTM D7310, Standard Guide for Detection and Rating of Plastic Films Using Optical Sensors , was carried out. One of the key goals for this review was refining the document such that it may eventually be transitioned to a full-fledged test method. However, before such a goal could be realized, it was necessary to determine the practical limitations of the technique relative to the expected precision, repeatability, and reproducibility. To that end, interlaboratory studies were carried out in two stages. Stage one served as a pilot study and the participating laboratories were given limited guidance. This allowed identification of key control variables that would need to be defined in subsequent broader studies and ultimately in the future method. In stage two, the key variables identified in stage one were controlled and the precision of the technique was elucidated for three material types: polypropylene, high-density polyethylene, and low-density polyethylene. The results from these studies are discussed herein. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aPlastic films. =700 1\$aMcAlpin, Casey,$eauthor. =700 1\$aGarner, Richard,$eauthor. =700 1\$aMayo, Peter,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180430.htm =LDR 03117nab a2200445 i 4500 =001 JTE20180547 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180547$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180547$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE5.3.H5 =082 04$a625.7$223 =100 1\$aJiang, Jingshan,$eauthor. =245 10$aInvestigation of Macroscopic and Microscopic Behavior of Gravels Using Triaxial Compression Test with CT Scan /$cJingshan Jiang, Cheng Lin, Zhanlin Cheng, Yongzhen Zuo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA large number of studies have been conducted to investigate macroscopic responses of gravelly soils using large-scale triaxial compression tests; however, particle-level responses of gravelly soils under triaxial compression remain poorly explored. Here, we reported a series of large-scale triaxial compression tests on uniformly graded gravels subjected to a low to medium range of confining pressures (200800 kPa). We further investigated the particle-level responses of the gravels using the combined triaxial compression test with computed tomography (CT) scan. A computer image analysis program was developed to analyze the CT images, providing visualized and quantitative particle displacement and rotation. Based on the experimental results, the stress-strain relationships at different confining pressures and the microscopic characteristics of the gravels (e.g., changes in internal structures) under different deviator stress levels were discussed. The changes in particle-level responses were linked to those in macroscopic responses. From both macroscopic and microscopic analyses, some insights into the underlying mechanism of the stress-strain relationships were provided. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aPavements$xTesting. =650 \0$aPavements, Asphalt. =700 1\$aLin, Cheng,$eauthor. =700 1\$aCheng, Zhanlin,$eauthor. =700 1\$aZuo, Yongzhen,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180547.htm =LDR 03131nab a2200469 i 4500 =001 JTE20180270 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180270$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180270$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aWang, Baomin,$eauthor. =245 10$aMicrostructure Synthesis and Characterization of Carbon Nanofibers Reinforced Cement-Based Composites /$cBaomin Wang, Baolin Guo, Yu Han, Yuan Zhang, Yang Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this work, the properties of carbon nanofiber (CNF)-reinforced cement composites, including the microstructure and high-toughness performance, were investigated. The aqueous dispersing method was used along with a common surfactant and ultrasonic processing in order to obtain homogenous distributed CNF suspensions. The weight fractions of incorporated CNFs in the cement matrix were set to be 0, 0.5, 0.075, 0.1, 0.125, and 0.15 %. A high-toughness performance test, nanoindentation process, and scanning electron microscopy were used to characterize the reinforcement of CNFs in cement composites. Compared with the plain specimen, the addition of CNFs can improve the toughness performance, Youngs modulus, hardness, and microstructure of cement composites. The 0.1 % weight fraction of CNFs obtained the maximum reinforcement among all the tested specimens. The embedded CNFs acted as bridges and networks across the voids and cracks in the matrix, which guaranteed the load transfer in tension. It is noted that the load transfer can be enhanced by embedding CNFs as bridges and networks across the voids and cracks in the composite matrix. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aPolymeric composites. =650 \0$aCarbon composites. =650 \0$aMaterials science. =700 1\$aGuo, Baolin,$eauthor. =700 1\$aHan, Yu,$eauthor. =700 1\$aZhang, Yuan,$eauthor. =700 1\$aLi, Yang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180270.htm =LDR 03188nab a2200433 i 4500 =001 JTE20170626 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170626$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170626$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.78 =082 04$a620.43$223 =100 1\$aLi, Bo,$eauthor. =245 10$aMonitoring of Particle Crushing under One-Dimensional Loading /$cBo Li, Liangliang Chen, Jun Wang, Xiangwu Zeng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (23 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA modified one-dimensional testing apparatus that incorporates a benderextender element system and tactile pressure sensors was developed for the monitoring of particle crushing. The apparatus was tested using five types of glass beads with different particle sizes. The compressional shear wave velocities and their ratio were evaluated with respect to the porosity to establish the microstructural evolution of the granular material. The results showed that the benderextender element system functioned excellently under high-pressure one-dimensional compression, with the shear wave velocity ratio increasing with increasing loading stress up to 7 MPa and thereafter decreasing. The loading stress of 7 MPa was thus considered the breakage stress of the glass beads, as also reflected by a sharp increase in strain. The glass beads subsequently entered Stage 2 of the crushing process, characterized by significant crushing. Arching of the particle assembly was also clearly observed, and this was enhanced by an increase in the roughness of the side plates of the container. An empirical equation for evaluating the arching was derived. The microstructural evolution and macro behavior of the glass beads under the constrained boundary condition and high compression pressure were found to be analogous to those of the crushing of high-porosity sandstone. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aGranular materials. =700 1\$aChen, Liangliang,$eauthor. =700 1\$aWang, Jun,$eauthor. =700 1\$aZeng, Xiangwu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170626.htm =LDR 02777nab a2200409 i 4500 =001 JTE20180580 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180580$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180580$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK6592.S95 =082 04$a621.3848$223 =100 1\$aBhardwaj, Shubham,$eauthor. =245 10$aMorphology-Combined Gradient Boosting for Recognizing Targets in SAR Images /$cShubham Bhardwaj, Anisha M. Lal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article proposes a novel method for recognizing objects in synthetic aperture radar images. The target is initially detected using a proposed morphology-based segmentation process and is further confirmed by classifying the objects. The identified target after the proposed segmentation process is subjected to feature extraction using Zernike moments, which efficiently downsamples the features and makes them rotationally invariant. The features are classified using a tree-based method called gradient boosting. Gradient boosting, by far, has shown very promising results on various kinds of data sets. The main focus is to bring to light this kind of tree-based architecture for target recognition in satellite imagery as well as to propose a framework that reduces the overall time and improves the efficiency of the process. It outperforms the previous state-of-the-art methods for this data size. The proposed method is compared with existing techniques to measure and evaluate its performance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aSynthetic aperture radar. =700 1\$aLal, Anisha M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180580.htm =LDR 03471nab a2200469 i 4500 =001 JTE20170625 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170625$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170625$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.76$223 =100 1\$aLiang, Hehao,$eauthor. =245 10$aNumerical Simulation and Laboratory Testing Verification on the Performance of an Asphalt Pavement Seal Coat with Superficially Permeating and Solidifying Properties /$cHehao Liang, Duanyi Wang, Gang Wang, Danning Li, Chi Xu, Xiayi Liang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (25 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn recent years, preventive maintenance has been used widely to solve the problem of early-stage asphalt pavement damage. However, conventional preventive maintenance treatments cannot effectively prevent rutting or damage resulting from the leakage of diesel fuel to the pavement. In this context, numerical simulations of uniaxial penetration tests were conducted with the Discrete Element Model to evaluate the feasibility and effectiveness of pavement surface solidification with a special seal coat. Standard viscosity tests on mixtures of waterborne epoxy resin and emulsified asphalt used as the Permeating and Solidifying Seal Coat (PSSC) material were performed, and uniaxial penetration tests and accelerated loading tests were conducted on asphalt mixture specimens with and without the PSSC. The optimum proportion of PSSC material was determined and its permeability, rutting resistance, diesel fuel corrosion resistance, and durability were evaluated. The results of this study indicate that the superficially solidified pavement with PSSC can effectively enhance rutting resistance and diesel fuel corrosion resistance and can provide more durable skid resistance and better antistripping performance than conventional preventive maintenance treatments. Therefore, the PSSC could be considered a new generation of preventive maintenance treatments for asphalt pavements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aPavements, Asphalt. =650 \0$aPavements, Asphalt$xMaintenance and repair. =700 1\$aWang, Duanyi,$eauthor. =700 1\$aWang, Gang,$eauthor. =700 1\$aLi, Danning,$eauthor. =700 1\$aXu, Chi,$eauthor. =700 1\$aLiang, Xiayi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170625.htm =LDR 02743nab a2200409 i 4500 =001 JTE20160581 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160581$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160581$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA473 =082 04$a620.176$223 =100 1\$aMoharrami, R.,$eauthor. =245 10$aNumerical Study of Plasticity Effects on High Residual Stress Measurement Using Ring-Core Technique /$cR. Moharrami, M. Sadri. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe ring-core technique is a stress relaxation-based method that is used to determine surface residual stresses in a material based on the linear elastic theory. However, material yielding that is due to ring creation on a highly stressed body would cause some errors. In this article, plasticity effects on high-level uniform residual stresses calculated by the ring-core technique were examined via a numerical analysis. The plasticity error owing to yielding was obtained by comparing the applied stress and the calculated stress derived from finite element (FE) simulation. Moreover, using the prepared FE model, the effects of various parameters, such as state of loading, ring geometry, and tangent modulus, were investigated. The results showed a maximum 30 % positive errors in the calculated residual stresses and the great impact of ring geometry on the plasticity error. Based on the results, the optimized ring diameter and depth for suitable precision were proposed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aResidual stresses. =700 1\$aSadri, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160581.htm =LDR 03133nab a2200421 i 4500 =001 JTE20180138 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180138$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180138$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA481.5 =082 04$a671.37$223 =100 1\$aAnnigeri, Ulhas K.,$eauthor. =245 10$aPhysical, Mechanical, and Tribological Properties of Al6061-B4C Composites /$cUlhas K. Annigeri, G. B. Veeresh Kumar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAluminum matrix composites are often preferred in automotive, aerospace, and ship building, owing to their enhanced properties over conventional aluminum alloys. Aluminum metal matrix composites reinforced with particulates extend improved wear resistance and mechanical properties. In this article, the test inferences of physical, mechanical, and tribological properties of Al6061 matrix reinforced with boron carbide (B 4 C) are explained. Composites were processed that contained 0 to 3 % B 4 C by weight, in steps of 1 %. The method used for manufacturing the casting is the stir casting route (liquid metallurgy). All testing was conducted according to ASTM standards. The results of density obtained from the experiments are compared with the density as calculated from the rule of mixtures. The resistance to deformation and ultimate tensile strength improved with the addition of particulate reinforcement, but not at the cost of ductility. The ductility has been stored, to some extent. The effect of reinforcement on composites has been further confirmed by a Pareto chart, an interaction plot obtained from Minitab software. The tests were conducted in randomized order. The dry sliding wear of the composites with B 4 C reinforcement displayed the greater resistance to wear in comparison with unreinforced Al6061 alloy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aAluminum. =650 \0$aMetallic composites. =700 1\$aVeeresh Kumar, G. B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180138.htm =LDR 03285nab a2200433 i 4500 =001 JTE20180029 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180029$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180029$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP884.A3 =082 04$a666.893$223 =100 1\$aRamya, P.,$eauthor. =245 10$aPotential Reuse of Treated Textile Effluent in Fly Ash Concrete /$cP. Ramya, V. Revathi, S. Sivamurthy Reddy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn a preliminary effort to deal with the present fresh water demand in the construction industry, this article examines the potential reuse of textile effluent as mixing water in making fly ash concrete. The effluents were collected from a textile industry at different stages of treatment, such as Collection Tank Effluent, Effluent after Anaerobic Treatment (EAT), Tertiary Treatment Effluent, and Reverse Osmosis Feed Effluent. The collected effluent samples have been analyzed to establish physicochemical characteristics and their effects on the properties of concrete, such as compressive strength, split tensile strength, and flexural strength. Higher salt content in effluent mix water significantly increased the final setting time of the binder. Furthermore, the workability of the concrete made with effluent mix water is relatively higher than that of the control concrete mix. Also, concrete mixes made with textile effluent mix water demonstrated greater strength than that of the control concrete. Furthermore, EAT mixes have exhibited maximum compressive strength compared with other mixes and also had superior durability compared with the control concrete mix. The higher strength can be attributed to the nucleation effect caused by the presence of a high concentration of total solids in the effluent. However, this concrete can be recommended for applications of plain cement concrete, such as pavements, industrial floors, and curbs/gutters. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aConcrete$xAdditives. =650 \0$aFly ash. =700 1\$aRevathi, V.,$eauthor. =700 1\$aSivamurthy Reddy, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180029.htm =LDR 03281nab a2200421 i 4500 =001 JTE20170207 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170207$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170207$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.G44 =082 04$a624.18923$223 =100 1\$aGade, Vinil Kumar,$eauthor. =245 10$aShort-Term and Long-Term Behavior of EPS Geofoam /$cVinil Kumar Gade, S. M. Dasaka. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aExpanded Polystyrene Styrofoam (EPS) geofoam is widely used in various civil engineering applications. To predict the responses of structures to external loading, when in the presence of geofoam, understanding physical and mechanical behavior of geofoam, both short and long term, is very essential. A series of laboratory experiments was conducted on EPS15, EPS20, and EPS25 geofoam specimens under different loading conditions. To understand the short-term behavior, static uniaxial compression and cyclic uniaxial compression (CUC) tests were performed; however, for long-term behavior, accelerated creep and pseudo long-term tests were conducted on geofoam samples. CUC tests were performed at different static and cyclic stress amplitudes and loading frequencies for 5,000 load cycles, and the results reveal that, irrespective of geofoam density, secant modulus ( E dyn ) decreases and the damping ratio of geofoam increases with the increase in cyclic axial strain. Also, it was observed that an increase in cyclic axial strain and the number of loading cycles reduced the Poissons ratio of geofoam from positive to negative values. From the time-temperature-stress superposition accelerated creep testing method, creep strains developed in EPS15, EPS20, and EPS25 geofoam samples at the end of 100 years were 2.12, 2.4, and 2.11 %, respectively. From pseudo long-term tests, the estimated Youngs modulus ( E) of geofoam decreases with the increase in compressive creep strain for all three densities of geofoam. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aPlastic foams. =650 \0$aGeosynthetics. =700 1\$aDasaka, S. M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170207.htm =LDR 02755nab a2200421 i 4500 =001 JTE20170755 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170755$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170755$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC794.8.P4 =082 04$a539.756$223 =100 1\$aVahabi, Seyed Milad,$eauthor. =245 10$aStudies on the Photon Interaction Parameters for Some Vitamins Using Monte Carlo Simulation /$cSeyed Milad Vahabi, Mojtaba Shamsaie Zafarghandi, Mostean Bahreinipour. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe attenuation coefficient is an important parameter to describe the penetration of photons in biological materials, such as vitamins. In this study, a novel simulation model based on the Monte Carlo simulation has been utilized to calculate the mass attenuation coefficients for some vitamins at the energies 356.61, 661.66, 1,250, and 1,408.01 keV. The calculated attenuation coefficient values were then used to determine the mass energy absorption coefficient. It was observed that the parameters were highly in accordance with the XCOM program and experimental data. The results showed that the model is quite convenient in the calculation of mass attenuation coefficients. Besides, the Monte Carlo simulation can be followed to determine the attenuation of photons in various materials. The results of the investigated data are useful in the medical field. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aPhoton-photon interactions. =700 1\$aZafarghandi, Mojtaba Shamsaie,$eauthor. =700 1\$aBahreinipour, Mostean,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170755.htm =LDR 03458nab a2200445 i 4500 =001 JTE20180636 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180636$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180636$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.76$223 =100 1\$aZhang, Hengji,$eauthor. =245 10$aUtilization of Fine Solid Waste in Asphalt Mortar /$cHengji Zhang, Hui Li, Ahmed Abdelhady, Dingcheng Mo, John Harvey. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAsphalt mortar consists of asphalt and filler and exerts a vital influence on the performance of asphalt materials. Nowadays, plenty of fine solid waste with extremely different physical and chemical properties has been reused in asphalt materials. Therefore, this study aims to analyze the effect of reusing fine solid waste as filler on the performance of asphalt mortar and investigate the possibility of utilizing the fine solid waste in asphalt mortar. Firstly, a scanning electron microscope was used to investigate the microstructure of limestone ore powder, fly ash, diatomite, and red mud. Secondly, the workability, high temperature property, and adhesion ability of asphalt mortars with different filler types and volume ratios have been examined. Thirdly, a critical filler-bitumen ratio range was recommended in view of the aforesaid performances. Finally, analysis of variance was applied to study the relationship between the relative performance of asphalt mortar and physical properties of filler. The results indicated that the Rigden Void of the filler exerts an important influence on the workability and high temperature performance of asphalt mortar, while no significant effect was observed on the elastic and adhesion capacity of the asphalt mortar. Hence, the Rigden Void can be considered a more effective index than the fineness modulus to describe the geometric features of fillers. In addition, asphalt mortar with diatomite and red mud exhibited improvement in the high temperature property and adhesion ability in the case of dry and moist conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aPavements, Asphalt. =700 1\$aLi, Hui,$eauthor. =700 1\$aAbdelhady, Ahmed,$eauthor. =700 1\$aMo, Dingcheng,$eauthor. =700 1\$aHarvey, John,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180636.htm =LDR 03024nab a2200433 i 4500 =001 JTE20170689 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170689$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170689$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.5 =082 04$a620$223 =100 1\$aSoltani, Amin,$eauthor. =245 10$aA Note on Determination of the Preconsolidation Pressure /$cAmin Soltani, Abbas Taheri, An Deng, Mahdieh Azimi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe preconsolidation pressure, ? y , is commonly interpreted by means of empirical observations (or graphical constructions) with respect to e log ? stress patterns ( e =void ratio, and ? =effective stress) exhibited in the conventional oedometer test. As with any empirical/graphical procedure, the resulting estimations are associated with subjective variability and thus yield inconsistent results among individuals. Recently, the mathematical translational technique was implemented by the authors, thereby promoting a subjective-free computational framework, denoted as the 3 P RH framework, for interpretation of ? y with respect to four common graphical constructions (i.e., three semi-log and one bi-log construction), covering a variety of geometrical complexity. In this article, the 3 P RH framework was first revisited in a more practical sense. The framework was then implemented to a compiled database of 34 consolidation tests to arrive at reliable correlations/comparisons between the four graphical constructions. Finally, the settlement dependency on ? y (or type of graphical construction) was statistically examined to recommend measures for reliable settlement analyses. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aSoil consolidation test. =700 1\$aTaheri, Abbas,$eauthor. =700 1\$aDeng, An,$eauthor. =700 1\$aAzimi, Mahdieh,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170689.htm =LDR 02889nab a2200421 i 4500 =001 JTE20170550 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170550$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170550$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a100$223 =100 1\$aJeong, Je-Pyong,$eauthor. =245 10$aCrack Propagation of Rapid Setting Latex-Modified Concrete Pavement Slabs under Vibration /$cJe-Pyong Jeong, Dae-Hung Kang, Chulseung Koh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn recent years, rapid setting latex-modified concrete (RS-LMC), which allows vehicular traffic to flow after only 3 h of being placed, has been widely used as a material for improving bridge decks. As the restrictions for vehicular traffic when conducting repair work on pavements are difficult, bridge deck improvements using RS-LMC are exposed to vibrations during the initial curing stages, and cracks are generated because of the passing vehicles. To identify the characteristics of cracks caused by vibrations during the initial curing stage of RS-LMC, twelve specimens of this material were created and studied. Vibration tests were performed using a pavement shaking table, which simulates the vibration conditions of actual bridges. In this research, the main test variables were the amplitude of vibration and the latex-cement ratio (L/C). Test results revealed that the number and total cracks decreased with an increasing L/C, until 15 % L/C. Further, cracks occurred at a much lower strain rate than that stated by conventional design standards. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aPavements, Concrete$xTesting. =700 1\$aKang, Dae-Hung,$eauthor. =700 1\$aKoh, Chulseung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170550.htm =LDR 03271nab a2200421 i 4500 =001 JTE20180652 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180652$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180652$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA368 =082 04$a542.4$223 =100 1\$aZarr, Robert R.,$eauthor. =245 10$aHistorical Review of the Metered Section Area for the Guarded-Hot-Plate Method /$cRobert R. Zarr, Stacy M. Bruss, David. L. McElroy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aResults of an extensive literature review and investigation of the metered section area for the guarded-hot-plate method, standardized as ASTM C177, Standard Test Method for Steady-State Heat Flux Measurements and Thermal Transmission Properties by Means of the Guarded-Hot-Plate Apparatus , are presented. The guarded-hot-plate apparatus is a primary linear-heat-flow method generally used to determine the thermal conductivity of insulating and building materials. The review examined technical publications from 1885 to 1990 and identified 31 papers of interest. Historical versions of ASTM C177 were also researched as well as test methods from other standard development organizations. The investigation revealed that, over the past 100 years, researchers have independently developed two main approaches for the computation of the metered section area. An assessment of the calculation techniques is presented for round plates with diameters from 250 to 1,000 mm, a guard-to-meter aspect ratio of 2, and guard gap widths of 14 mm. The gap effects are not negligible because large gaps (4 mm) on small plates (250 mm) can lead to errors of 10 % or more on the computation of the metered section area, ultimately affecting the uncertainty of the test results of the guarded-hot-plate method. The results of this study are applicable to other thermal conductivity test methods that employ a primary thermal guard to promote 1-D heat flow. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aInsulation (Heat)$xTesting. =700 1\$aBruss, Stacy M.,$eauthor. =700 1\$aMcElroy, David. L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180652.htm =LDR 03587nab a2200433 i 4500 =001 JTE20180633 =003 IN-ChSCO =005 20200129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200129s2018\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180633$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180633$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.76$223 =100 1\$aLiu, Weidong,$eauthor. =245 10$aMicroscopic Characteristics of Field Compaction of Asphalt Mixture Using Discrete Element Method /$cWeidong Liu, Xing Gong, Ying Gao, Limin Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2018. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTo investigate microscopic characteristics of the field compaction of asphalt pavement, a three-dimensional (3D) compaction model of asphalt pavement considering morphological characteristics of aggregate and temperature effect was established by distributed load and time equivalence principles using Particle Flow Code in Three Dimensions (PFC3D). The microscopic parameters of hot asphalt mixture were determined with a dynamic modulus test based on the timetemperature superposition principle. Aggregate motion, contact force, and the evolutional mechanism of energy were monitored during the virtual compaction process. This indicated that the motion displacement, angle, and stress are positively associated with load direction. It is necessary to select the proper plane angle with the load direction to evaluate the 3D motion of the aggregate with the two-dimensional (2D) plane angle. During the compaction process, the contact compressive force is mainly produced between aggregates, and the evolution laws of contact force and stress tensor can be used to reasonably interpret the aggregate motion within the asphalt mixture. Additionally, the work of external force, kinetic energy, and strain energy can be employed to precisely demonstrate energy conversion for the developed compaction model. Indexes including motion displacement and angle, contact force, and energy can reflect the microscopic characteristics of asphalt mixture during field compaction. It is rational and feasible to analyze microscopic behavior of asphalt pavement with the proposed pavement compaction model using the discrete element method (DEM). The DEM is a significant tool of investigation of microscopic characteristics of asphalt pavement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed January 29, 2020. =650 \0$aPavements, Asphalt. =700 1\$aGong, Xing,$eauthor. =700 1\$aGao, Ying,$eauthor. =700 1\$aLi, Limin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 47, Issue 6 Special Section: Advanced Intelligence in Information Science and Communication Systems.$dWest Conshohocken, Pa. :$bASTM International, 2019$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180633.htm =LDR 02657nab a2200421 i 4500 =001 JTE20160228 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160228$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160228$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA462 =082 04$a541.37$223 =100 1\$aAshida, Yugo,$eauthor. =245 12$aA Multi-Sample and Multi-Channel Technique for Electrochemical Testing and Corrosion Evaluation /$cYugo Ashida, Shinichi Nishizawa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA potentiostat/galvanostat system is used for conducting electrochemical experiments in aqueous environments. The conventional method is to use one sample for investigation in each experiment. To maximize the usage of a single unit electrochemical testing system, a multi-sample and multi-channel technique was developed to concurrently test multiple metal samples. This article provides detailed information on (a) preparation of a multi-sample testing piece as the working electrode of the electrochemical system, (b) configuration of a multi-channel data acquisition system for recording data when running a test, and (c) separation of data channels by posttest data processing. This technique allows the electrochemical system to study the corrosion behavior of multiple samples in the same testing solution under the same conditions, so that the accuracy of material comparison can also be significantly improved. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aElectrochemical analysis. =650 \0$aCorrosion and anti-corrosives. =700 1\$aNishizawa, Shinichi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160228.htm =LDR 03111nab a2200433 i 4500 =001 JTE20170106 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170106$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170106$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD58.8 =082 04$a330.973$223 =100 1\$aLin, Hung-Lung,$eauthor. =245 13$aAn Ideal Model for a Merger and Acquisition Strategy in the Information Technology Industry :$bA Case Study for Investment in the Taiwanese Industrial Personal Computer Sector /$cHung-Lung Lin, Cheng-Chung Cho. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn recent years, with the emergence of tablet personal computers and smartphones, information technology enterprises in Taiwan have achieved a low profit margin and have experienced competitive pressure. To arrest its decline, Taiwan's information technology industry (ITI) must develop new products and employ different operating strategies. The merger and acquisition (M&A) strategy is one useful strategy for the growth and expansion of businesses. Many researchers have demonstrated that M&As can help enterprises build or maintain their advantageous position in the industrial life cycle. Therefore, M&As constitute an enterprise growth strategy that facilitates controllability and the most rapid growth on a business scale. In this study, we present a novel framework for evaluating M&A strategies and provide detailed computation examinations of the proposed framework, and real cases were used for the analyses. The results were consistent with those based on the proposed model. Crucially, the proposed model provides decision makers or administrators in the ITI with valuable references related to M&A or investment strategies, rendering it highly applicable for academic and management purposes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aInformation services industry. =650 \0$aIndustrial productivity$xMeasurement. =650 \0$aConsolidation and merger of corporations$xManagement. =700 1\$aCho, Cheng-Chung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170106.htm =LDR 02360nab a2200409 i 4500 =001 JTE20170190 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170190$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170190$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519.287$223 =100 1\$aWu, Jong-Wuu,$eauthor. =245 10$aComputational Testing Procedure of the Measure of Performance for Exponentiated Weibull Products under Progressive Type II Right Censoring Scheme /$cJong-Wuu Wu, Ching-Wen Hong. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this study, we consider the quality characteristics of two products, X and Y , to follow the independent exponentiated Weibull distribution under progressive type II right censored sample in order to construct the maximum likelihood estimator (MLE) of the measure of performance R (= P [ X > Y ]). Moreover, we also use the MLE to construct a new hypothesis testing procedures for R in order to assess the quality performance of product and compare the superiority-inferiority of two products. Finally, two numerical examples and the Monte Carlo simulation study are utilized to illustrate the use of the testing procedure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aWeibull distribution. =700 1\$aHong, Ching-Wen,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170190.htm =LDR 02629nab a2200397 i 4500 =001 JTE20170202 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170202$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170202$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGB2405 =082 04$a624.15$223 =100 1\$aJia, Peng,$eauthor. =245 10$aNumerical Study on the Triaxial Stress Condition for Ring-like Fractures around Deep Underground Openings /$cPeng Jia. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe fracture pattern of rock mass surrounding a deep tunnel is closely related to the in situ stress, which is generally quite anisotropic. This study focuses on the triaxial stress condition for the formation of ring-like fractures around tunnels through three dimensional numerical modeling. The fracture patterns around both the tunnel and ahead of the tunnel face under different anisotropic triaxial stresses were analyzed, and the influence of tunnel shape on the formation of ring-like fractures was also discussed. A conceptual criterion for the formation of ring-like fractures was proposed based on the simulations. It was found that the ring-like fractures can be expected when the axial pressure coefficient is less than 0.3, regardless of the tunnel shape. Ring-like fractures are more likely to be located near tunnel-free surfaces with a larger radius of curvature. The aim of this article is to shed some light on the interpretation of failure phenomenon in deep underground excavations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aFracture mechanics. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170202.htm =LDR 03314nab a2200433 i 4500 =001 JTE20170321 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170321$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170321$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE210.4 =082 04$a624.15136$223 =100 1\$aIsrar, Jahanzaib,$eauthor. =245 10$aEffects of Compaction on Internal Stability of Granular Soils :$bAn Experimental Evaluation of Particle-Based Methods /$cJahanzaib Israr, Muhammad Irfan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (24 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aInternal instability occurs when the filtrate under the influence of strong seepage forces accompanies the finer fraction from broadly graded granular soils and induces marked changes in its original particle distributions. The changes in particle size distribution may occasionally render the granular filters ineffective in retaining the protected base soils. A prior assessment of internal instability potential is emphasized through some of the well-accepted constriction and particle size-based criteria. The former criteria are too computationally complex to apply in practice, while the latter require only the particle distribution of a soil and are thus preferred by the practitioners for prompt assessments of internal stability. In this study, gradient-controlled hydraulic tests conducted over a range of variably compacted soils were used to analyze some of the existing criteria, which showed partial success in assessing the current test specimens. Further analysis facilitated a useful revision of a well-accepted criterion, which could then reliably interpret the current test results with enhanced accuracy. Additional experimental data from 15 published filtration studies could further validate the current revision, which incorporates both the particle size distribution and relative density of soils, thus making it more appealing for practitioners. Furthermore, a couple of real-life design examples presented to demonstrate the advantages and implications of the current proposition for practical purposes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aGranular materials. =650 \0$aSoils$xTesting. =650 \0$aSoil stabilization. =700 1\$aIrfan, Muhammad,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170321.htm =LDR 02681nab a2200421 i 4500 =001 JTE20170339 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170339$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170339$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7882.M4 =082 04$a622.154028$223 =100 1\$aPaulter, Nicholas G.,$eauthor. =245 10$aHandheld Metal Detector Characterization Using Spherical Test Objects /$cNicholas G. Paulter, Donald R. Larson, John A. Ely. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe detection performance of handheld and hand-worn metal detectors is based on observing an alarm indication from the metal detector when a test object is brought near the metal detector. These test objects maybe actual threat items or simulated threat items. The detectability of the test object is dependent on the electromagnetic properties of the test object, its shape and size, and its orientation relative to the magnetic field generated by the metal detector. Small misorientations of a test object, relative to a reference orientation, may cause the operator to incorrectly attribute a higher performance to the metal detector than it can provide. Consequently, to support accurate and reproducible characterization of the performance of a metal detector, orientation effects should be minimized or eliminated. Spherical test objects are presented to eliminate these effects for handheld and hand-worn metal detector performance assessments. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aMetal detectors. =700 1\$aEly, John A.,$eauthor. =700 1\$aLarson, Donald R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170339.htm =LDR 03637nab a2200505 i 4500 =001 JTE20170347 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170347$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170347$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL152.8 =082 04$a629.2$223 =100 1\$aGechter, Franck,$eauthor. =245 10$aPlatoon Control Algorithm Evaluation :$bMetrics, Configurations, Perturbations, and Scenarios /$cFranck Gechter, Abderrafiaa Koukam, Christophe Debain, Baudouin Dafflon, Madeleine El-Zaher, Romuald Aufrère, Roland Chapuis, Jean-Pierre Derutin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (27 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aVehicles are being equipped with more and more smart devices, which help the driver in his tasks. Alongside the trend to more and more autonomous vehicles emerges the possibility of making vehicles that move together as a platoon, which can be defined as a spatio-temporal organization of a set of vehicles based on a specific predetermined geometrical configuration. Basically, there are two main approaches for performing platoon control and these depend on the reference frame used (local or global). Even if the literature about platoon control is abundant, the most commonly used metrics are only tied to the stability of the platoon, that is, to the lateral and longitudinal distances between vehicles. However, these metrics are sufficient enough for a first evaluation of one algorithm; a deeper evaluation of a platoon control solution requires more well-defined metrics and perturbations that allow for the testing of algorithms with various parametrized conditions. The goal of this article is to present definitions of metrics, perturbations, spatial configurations, and scenarios that are aimed at helping scientists in the field to determine strong and precise evaluations of their platoon control algorithms. The work presented in this article stems directly from thinking performed during the institutional projects in which the authors have been involved and also takes inspiration from numerous articles on the subject and experiments made both in simulation and with real vehicles. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aAutomation. =650 \0$aAutomatic control. =650 \0$aAutomated vehicles. =700 1\$aDerutin, Jean-Pierre,$eauthor. =700 1\$aChapuis, Roland,$eauthor. =700 1\$aAufrère, Romuald,$eauthor. =700 1\$aEl-Zaher, Madeleine,$eauthor. =700 1\$aDafflon, Baudouin,$eauthor. =700 1\$aDebain, Christophe,$eauthor. =700 1\$aKoukam, Abderrafiaa,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170347.htm =LDR 02930nab a2200409 i 4500 =001 JTE20170385 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170385$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170385$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP877 =082 04$a693$223 =100 1\$aAssaad, Joseph Jean,$eauthor. =245 10$aNew Insights on the Vane Method to Evaluate Yield Stress of Cementitious Mortars /$cJoseph Jean Assaad. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe yield stress ( τ 0 ) of cementitious materials has a direct influence on concrete casting and postcasting processes, such as stability, formwork pressure, interfacial bond strength between successive lifts, and bond to embedded steel bars. This article provides new insights for reliable τ 0 measurements using the four-bladed vane method; it compares the effect of vane configuration (i.e., slotted versus nonslotted) and positioning (i.e., immersed in specimen versus placed flush with upper material surface) on τ 0 responses. Test results have shown that the elastic-to-plastic transition region in τ 0 profiles occurs progressively with the nonslotted vane, whereas it becomes more abrupt with the slotted vane. The presence of slots is believed to reduce the end effects and strengthen the assumption of shearing that takes place within the suspension along uniform stresses distributed at the cylindrical vane surfaces. For the given configuration, positioning the vane flush with the upper mortar surface minimized the effect of normal stresses on torque measurements, which resulted in decreased τ 0 values. Useful equations with good correlation coefficients are established between τ 0 measurements with respect to mortar composition, flow, and vane positioning. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aMortar. =650 \0$aCement. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170385.htm =LDR 02602nab a2200421 i 4500 =001 JTE20170389 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170389$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170389$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL699 =082 04$a629.1342$223 =100 1\$aSafizadeh, M. S.,$eauthor. =245 10$aDetection and Characterization of Hidden Corrosion in Aircraft Lap Joints by Optical NDT Method /$cM. S. Safizadeh, M. R. RasouliNasab. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aHidden corrosion in lap splice faying surfaces can directly affect the airworthiness of an aircraft. The corrosion thinning not only reduces the residual strength of aircraft components but also adds stresses from corrosion growth in confined spaces (e.g., corrosion pillowing). This article presents an optical nondestructive inspection technique for the detection and quantification of hidden corrosion in multilayer structures. Based on the bright field illumination technique with a laser light, a calibration procedure is developed to correlate the amplitude of the pillowing deformation of lap joints to the intensity changes of laser light. Using a finite element model of the lap joint, it is possible to relate pillowing deformation to the amount of material loss. Applying the proposed method to an aircraft lap joint shows very promising results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aCorrosion and anti-corrosives. =650 \0$aAirplanes$xMaterials. =700 1\$aRasouliNasab, M. R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170389.htm =LDR 02865nab a2200409 i 4500 =001 JTE20170412 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170412$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170412$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a620.1360287$223 =100 1\$aYang, Renshu,$eauthor. =245 10$aExperimental Research on Explosively Driven Crack Initiation and Propagation from Flaws of Various Geometry /$cRenshu Yang, Jinjing Zuo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe aim of this study is to explore the fracture dynamic properties of defect bodies under explosion loading by using the system of digital laser dynamic caustics test. The propagation of directional cracks and the fracture process of defect bodies have been observed by high-speed camera, as well as analyzed for the changing rules of speed and stress intensity factors when the directional crack was close to defect. Experimental results found that the defect has an inhibitory effect on the spreading of cracks when the detonation crack is extended toward the defect. With the decrease of the curvature of the elliptical defect, the energy accumulation rate decreases with the decrease of the curvature in the process of the generation of the cracks at the endpoints of wings, and its fracture toughness increases with the decrease of the curvature, and when the curvature is reduced to a certain extent, the wing crack cannot crack. The dynamic stress intensity factor of the crack tip has a positive correlation with the velocity of cracking, within a certain range. The fracture toughness of the crack at the time it begins is larger than during its spreading. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aConcrete$xCracking$xTesting. =700 1\$aZuo, Jinjing,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170412.htm =LDR 03283nab a2200445 i 4500 =001 JTE20170420 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170420$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170420$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD2365 =082 04$a658.4058$223 =100 1\$aPham, Van Kien,$eauthor. =245 10$aSimultaneous Adaptation of AHP and Fuzzy AHP to Evaluate Outsourcing Service in East and Southeast Asia /$cVan Kien Pham, Wing-Keung Wong, Massoud Moslehpour, Dennis Musyoki. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTo sustain a competitive advantage, nowadays more than ever, outsourcing is crucially important for international and domestic firms. However, making the right outsourcing decision is not just a simple task; rather, it is a multiple-factor decision-making issue. This article attempts to aid decision makers in solving such difficult problems. We suggest an outsourcing hierarchy model based on the concept of the analytic hierarchy process with four levels of the most concerned attributes: competitiveness, human resources, business environment, and government policies. With respect to these factors, six typical alternatives in the Southeast Asia region are selected and compared with those in China. We investigate the best outsourcing service destination among these seven typical outsourcing services. Our findings show that China is the optimal outsourcing service destination. Other Southeast Asian nations, such as Vietnam, Thailand, or the Philippines, are emerging as attractive alternative locations. We found that cost competitiveness is the most important attribute. Furthermore, the comparison between the analytic hierarchy process (AHP) and Fuzzy AHP show some significant differences but lead to similar conclusions. This study bridges the existing gap in the literature to provide decision makers an outsourcing hierarchy model based on the AHP and Fuzzy AHP approach with the most concerned factors. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aOffshore outsourcing. =650 \0$aSubsidiary corporations. =700 1\$aMusyoki, Dennis,$eauthor. =700 1\$aMoslehpour, Massoud,$eauthor. =700 1\$aWong, Wing-Keung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170420.htm =LDR 02885nab a2200457 i 4500 =001 JTE20170459 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170459$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170459$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ840 =082 04$a621.2$223 =100 1\$aChenggang, Yang,$eauthor. =245 10$aTheory and Application of the Internal Leakage Detection of Open-Circuit Hydraulic Systems Based on Active Hydraulic Test Technology /$cYang Chenggang, Zhao Jingyi, Sun Hao, Yang Lixuan, Zhang Ruixin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWith the rapid development of hydraulic technology, hydraulic systems have become more complex, and the detection of internal leakage is becoming more and more difficult. A fast and accurate approach is required to detect the internal leakage of a hydraulic system. This article describes the theory and application of the internal leakage detection of open-circuit hydraulic systems based on Active Hydraulic Test Technology. The theory of Active Hydraulic Test Technology is introduced, a leakage model and an online detection model of an open-circuit hydraulic system are established, and the total leakage of the hydraulic system is theoretically analyzed. A theoretical analysis of the leakage test method for the main control oil circuit and branch components is also conducted. Through applied research on a hydraulic system of a 1,250-ton forging machine, the effectiveness of the method for detecting the internal leakage fault of a complex hydraulic system is verified. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aHydraulic machinery. =650 \0$aFluid power technology. =700 1\$aRuixin, Zhang,$eauthor. =700 1\$aLixuan, Yang,$eauthor. =700 1\$aHao, Sun,$eauthor. =700 1\$aJingyi, Zhao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170459.htm =LDR 03582nab a2200457 i 4500 =001 JTE20170483 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170483$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170483$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aHuang, You,$eauthor. =245 12$aA Comparative Study on Dynamic Modulus of Asphalt Concrete with Different Loading Mode /$cYou Huang, Zhaohui Liu, Xudong Wang, Sheng Li, Jingyu Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aLoading mode is an important but under-estimated factor for the dynamic modulus test of asphalt concrete. This article presents a comparative laboratory study of using uniaxial-compression, two-point bending and three-point bending to test dynamic modulus of 12.5 mm asphalt concrete (AC) with two asphalt materials. Dynamic moduli FOOPIPEE*FOOPIPE and phase angle φ between different tests were compared and analyzed in multiple ways. Results show that good correlations exist between FOOPIPEE*FOOPIPE and φ of different loading modes, but the values of FOOPIPEE*FOOPIPE and φ, as well as their temperature sensitivities are different. When subjected to bending, AC demonstrates a smaller FOOPIPEE*FOOPIPE, a larger φ, and is more thermal sensitive. The Black Space diagram also shows that the linear viscoelastic property and the pure elastic modulus of AC under different loading modes are different. It is indicated from master curve analysis that the loading mode has a significant influence on FOOPIPEE*FOOPIPE and φ, and the main reason is that the stress state varies with the loading mode. The influence of the loading mode becomes more significant as the temperature increases. The small size specimen of three-point bending brings in larger variation, and the inferior aggregate structure causes a smaller FOOPIPEE*FOOPIPE. However, with at least four replicates, the small size specimen in this study can still represent the overall characteristics of material. Statistical analysis shows that dynamic modulus from the three loading modes are significantly different, indicating that when choosing a test method for the dynamic modulus test, the influence of the loading mode should be taken into consideration. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aAsphalt concrete. =650 \0$aPavements, Asphalt concrete. =700 1\$aLiu, Jingyu,$eauthor. =700 1\$aLi, Sheng,$eauthor. =700 1\$aWang, Xudong,$eauthor. =700 1\$aLiu, Zhaohui,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170483.htm =LDR 03093nab a2200433 i 4500 =001 JTE20170493 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170493$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170493$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK2960 =082 04$a621.31244$223 =100 1\$aRamadass, Geetha,$eauthor. =245 10$aEnergy Investigation in Serpentine Heat Exchanger Using Aluminum Oxide Nanofluid on Solar Photovoltaic/Thermal System /$cGeetha Ramadass, M. M. Vijayalakshmi, E. Natarajan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (24 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA solar photovoltaic thermal system (SPV/T) is a hybrid technology that produces electrical power and thermal energy simultaneously with better overall performance. The objective of this study is to evaluate the effects of utilizing a nanofluid as one of the coolants in the performance of an SPV/T system. The working fluids considered in this evaluation of the system are pure water and aluminum oxide (Al2O3) nanoparticles of φ = 0.1 % and 0.2 % concentration in (w/v)%, mixed in milli-Q water as the base fluid. The study focuses on the heat transfer characteristics of working fluids through a serpentine flow copper tube heat exchanger in comparison with water. This experimental setup consists of an SPV/T system with 100 W capacity and a collector area of 0.914622 m2. For the flow supplied by the pump to the SPV/T system for the nanofluids with φ = 0.1 % and 0.2 % and water at mass flow rates of 0.015, 0.0133, and 0.0117 kg/s, the electrical (PV) efficiency for water was between 10.82 % and 11.06 %-for Al2O3 0.1 %, 12.19 %-13.13 %, and for Al2O3 0.2 %, 12.47 %-13.41 %. The thermal efficiency for water was between 53.61 % and 54.07 %; for Al2O3 0.1 %, it was 69.45 %-69.67 %, and for Al2O3 0.2 %, it was 70.76 %-71.02 %, respectively. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aPhotovoltaic power generation. =650 \0$aPhotovoltaic cells. =700 1\$aNatarajan, E.,$eauthor. =700 1\$aVijayalakshmi, M. M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170493.htm =LDR 03352nab a2200445 i 4500 =001 JTE20170505 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170505$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170505$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA690 =082 04$a620.1860287$223 =100 1\$aReddy, Seelam Pichi,$eauthor. =245 10$aEffect of Reinforcement on Compacting Characteristics of Aluminum/10-Al2O3/Fly Ash Metal Matrix Composite /$cSeelam Pichi Reddy, P. V. Chandrasekhara Rao, Murahari Kolli. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAluminum metal matrix composites are attractive and effective materials because of their unique properties. These properties include high specific strength, light weight, high specific stiffness, excellent wear resistance, good corrosion resistance, and greater elastic modulus compared with the base alloy. They are used in aerospace, automotive, marine, mining, and mechanical structures. Fly ash, an inexpensive waste by-product obtained after the combustion of coal in thermal power plants, is considered as a reinforcement particle in the present study. The aim is to investigate the effect of fly ash in Al-10 weight percentage (wt%) aluminum oxide (Al 2 O 3 ) metal matrix composites using statistical optimization techniques. One factor and Taguchi approaches are used in planning and designing the experiments. Al/10 wt% Al 2 O 3 with 0, 5, 10, and 15 wt% fly ash composites are prepared with the powder metallurgy technique at 300, 400, and 500 MPa compaction pressure with 90, 120, and 150-Μm fly ash particle sizes. The wt% of fly ash, compaction pressure, and particle size are the process parameters. Performance parameters such as ejection force and green density, hardness, and compressive strength are considered. The ejection force and green density decreased with the increase in the weight percent of fly ash. Hardness increased with the increase in fly ash content. Compressive strength increased with the increase in fly ash up to 5 wt% and subsequently decreased. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aAluminum compounds. =650 \0$aAluminum alloys$xTesting. =650 \0$aMetallic composites. =700 1\$aKolli, Murahari,$eauthor. =700 1\$aChandrasekhara Rao, P. V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170505.htm =LDR 03108nab a2200445 i 4500 =001 JTE20170510 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170510$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170510$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.N35 =082 04$a620.193$223 =100 1\$aRawat, Prashant,$eauthor. =245 10$aEnhancement of Impact Properties by Using Multiwall Carbon Nanotubes as Secondary Reinforcement in Glass/Epoxy Laminates /$cPrashant Rawat, K. K. Singh, Rohit Pratyush Behera. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study is focused on the drop weight low-velocity impact (LVI) response of glass woven polymer composite laminates reinforced with multiwall carbon nanotubes (MWCNTs). Symmetrical quasi-isotropic laminates with zero bending-extension coupling were fabricated. Six hundred-grams per square meter plain glass woven fabric was used as a primary reinforcing agent while MWCNTs were used as the secondary reinforcement. The exceptional mechanical properties of MWCNTs in the context of impact damage tolerance in fiber-reinforced polymer composite laminates were examined and the limitation of scattered data was overcome by doing a range analysis. MWCNT-doped glass fiber reinforced polymer (GFRP) laminates were fabricated in seven proportions (neat, 0.25, 0.5, 0.75, 1, 1.5, and 2 weight percentage of resins) by using the hand layup technique, followed by the vacuum bagging method at 1 atm. By mixing MWCNTs as a secondary reinforcement, the maximum enhancement of 32.6 % in energy absorption, 10.26 % in peak load capacity (at 3.0 m/s impact velocity), and 32.44 % reduction in the visual damage area was attained (at 3.5 m/s indentation). Experiment results (for neat GFRP) were also validated by using three-dimensional finite element analysis software LS-DYNA. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aNanotubes. =650 \0$aCarbon. =650 \0$aNanostructured materials. =700 1\$aBehera, Rohit Pratyush,$eauthor. =700 1\$aSingh, K. K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170510.htm =LDR 03610nab a2200433 i 4500 =001 JTE20170524 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170524$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170524$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA706.5 =082 04$a620.132$223 =100 1\$aHuang, Yan-Hua,$eauthor. =245 10$aFracture and Strain Field Evolution in Faulted Brine-Saturated Sandstone /$cYan-Hua Huang, Sheng-Qi Yang, Matthew R. Hall. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aGeological carbon dioxide (CO 2 ) sequestration has received significant attention over the past two decades as an effective method to reduce the emission of greenhouse gases to the atmosphere through deep underground injection of CO 2 . However, fractures or faults commonly exist in the rock mass, which provides the potential for CO 2 leakage. To better understand the reactivation of preexisting fractures, it is essential to investigate fracture development and its effect on the stability of the rock. In this study, uniaxial compression tests were carried out on sandstone specimens by using a SANS rock mechanics servocontrolled testing system (MTS Systems Corporation, Eden Prairie, MN). Three kinds of Zunyi quartz-rich sandstone cylindrical specimens were tested, i.e., dry intact specimens, and both dry and brine-saturated specimens containing two preexisting faults. Based on the experimental results, the stress-strain curves and mechanical properties were analyzed and were closely related to the fault angle under both dry and saturated conditions. The macrofailure patterns can be classified into three modes: tensile coalescence failure, shear coalescence failure, and no coalescence failure. During the testing, a three-dimensional digital image correlation method was applied to the sandstone cylinders that contained two preexisting faults. Furthermore, acoustic emission (AE) sensors and strain gauges were bonded on the specimens to measure the AE signal and local strain in real time. The evolution characteristics of strain field, AE counts, and measured local strain were investigated. These findings can be regarded as a reference for future studies of fracture mechanisms in brine-saturated sandstones to better inform parameterization of constitutive geomechanical models in the study of CO 2 injection in deep saline aquifers. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aSandstone$xTesting. =650 \0$aRock mechanics. =700 1\$aHall, Matthew R.,$eauthor. =700 1\$aYang, Sheng-Qi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170524.htm =LDR 03283nab a2200445 i 4500 =001 JTE20170529 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170529$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170529$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aWang, Hao,$eauthor. =245 10$aLife-Cycle Cost Analysis of Pay Adjustment for Initial Smoothness of Asphalt Pavement Overlay /$cHao Wang, Zilong Wang, Jingnan Zhao, Junyu Qian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study aims at developing pay adjustments for initial smoothness of asphalt pavement overlay using life-cycle cost analysis (LCCA). The relationship between the initial International Roughness Index (IRI) and pavement life based on the threshold of surface distress index (SDI) was developed to calculate the pay adjustment using LCCA. It was found that the terminal IRI values when pavement overlay life was reached based on the SDI threshold of poor condition had an average value of 128 in./mile (2.02 m/km) with standard deviation of 15 in./mile (0.24 m/km). The pay adjustments were significantly affected by the assumption of analysis period in LCCA considering single or successive overlay applications. The Bayesian approach with Markov Chain Monte Carlo (MCMC) methods was used to develop the probabilistic model between the expected pavement life and the initial IRI. The probabilistic distribution of pay adjustments was presented when the uncertainty was considered with respect to the effect of initial IRI on pavement life and the assumption of overlay sequence. Compared with the pay adjustment obtained from the deterministic approach, the probabilistic analysis resulted in a similar pay adjustment for the case of single overlay but a greater pay adjustment for the case of successive overlays. The proposed analysis approach can be implemented by agencies in decision making of quality assurance based on actual practice of maintenance strategy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aAsphalt concrete. =650 \0$aPavements, Asphalt concrete. =700 1\$aQian, Junyu,$eauthor. =700 1\$aZhao, Jingnan,$eauthor. =700 1\$aWang, Zilong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170529.htm =LDR 03280nab a2200421 i 4500 =001 JTE20170549 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170549$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170549$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.850212$223 =100 1\$aZeinali, Alireza,$eauthor. =245 10$aEmployment of Mechanical Testing to Evaluate the Effect of Density on Asphalt Pavement Performance /$cAlireza Zeinali, Phillip B. Blankenship. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aConsidering the budget allotted to construct and maintain roadway surfaces, a 5 to 10 % increase in their performance could potentially yield annual savings of billions of dollars. Considering this, the Kentucky Transportation Cabinet (KYTC) launched a project to better understand the effect of in-place density on the durability of their hot-mix asphalt (HMA) pavements. In-place density is known to be a crucial factor in HMA performance. The Asphalt Institute in cooperation with the KYTC embarked upon the research and collected numerous HMA samples from five pavement construction sites in Kentucky. An experimental laboratory plan was developed to examine potential improvement in the mixtures' performance if they were compacted to a desired higher density. The laboratory test plan consisted of flow number, flexural beam fatigue, and disk-shaped compact tension tests to evaluate the mixtures' performance with respect to rutting, fatigue cracking, and low-temperature cracking. A statistical analysis of the results was performed to evaluate the effect of density on the durability of each of the pavements. The results showed that the service life of the pavements could improve considerably by achieving a target density of 92 %. The compactibility of the HMA mixtures was also investigated through their compaction characteristic curves by using the Superpave gyratory compactor. Based upon the compactibility analysis, the mixtures could be better compacted in the field by increasing their lift thickness. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aPavements, Asphalt. =650 \0$aPavements, Asphalt$xTesting. =700 1\$aBlankenship, Phillip B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170549.htm =LDR 03656nab a2200433 i 4500 =001 JTE20170558 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170558$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170558$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK2945.L58 =082 04$a621.31242$223 =100 1\$aLi, Ling-Ling,$eauthor. =245 14$aThe Open-Circuit Voltage Characteristic and State of Charge Estimation for Lithium-Ion Batteries Based on an Improved Estimation Algorithm /$cLing-Ling Li, Zhi-Feng Liu, Ching-Hsin Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe State of Charge (SoC)-Open Circuit Voltage (OCV) curve and the quality of estimation algorithm are two important factors that infect the accuracy of SoC estimation for lithium-ion batteries in electric vehicles. The purpose of this study is to improve the accuracy of SoC estimation for the lithium-ion battery. The battery management system is established to monitor the state of lithium-ion batteries to ensure the safety and reliability of the battery system. Firstly, the specific experiments were designed to analyze the relationship between the SoC-OCV curve and experimental conditions (e.g., ambient temperature and current rate) and battery states (e.g., State of Health and positive materials). A series of conclusions was found and used to correct the process of SoC estimation. Secondly, by analyzing the reasons that the SoC estimation error increased in the low-capacity period and the late-stage of estimation using the extended Kalman filter (EKF), an improved estimation algorithm was proposed. In the improved estimation algorithm, the ampere-hour counting was used in the low-capacity period, and the EKF was used in the rest. The accuracy of the improved estimation algorithm was verified by two experiments. Verification results show that the improved estimation algorithm makes up for the drawback of the EKF, the estimation error in constant current discharge experiment is less than 2 %, and the estimated error under dynamic conditions is less than 3 %. Therefore, the improved estimation algorithm has a higher accuracy than the EKF for the SoC estimation and can meet the operation requirements of a lithium-ion battery. This study contributes to the improvement of the safety and reliability of battery systems in electric vehicles by improving the accuracy of SoC estimation for lithium-ion batteries. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aLithium cells. =650 \0$aLithium ion batteries. =700 1\$aWang, Ching-Hsin,$eauthor. =700 1\$aLiu, Zhi-Feng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170558.htm =LDR 03283nab a2200457 i 4500 =001 JTE20170563 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170563$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170563$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA492.W4 =082 04$a671.520423$223 =100 1\$aChen, Zhenhua,$eauthor. =245 10$aAutomatic Recognition of Weld Defects in TOFD D-Scan Images Based on Faster R-CNN /$cZhenhua Chen, Guoliang Huang, Chao Lu, Guo Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe type recognition of a weld defect in an ultrasonic Time of Flight Diffraction (TOFD) image is lack of efficiency, stability, and reliability that is due to the limitation of experience and professional knowledge of the inspector. In this study, characteristics of a weld defect of TOFD D-scan images were analyzed, and the Faster Region-based Convolutional Neural Networks (Faster R-CNN) was adopted for autorecognition of the defect's type. In the course of the training process, the proposed box configuration was optimized to improve training and recognition efficiency, and the imaging samples were expanded for training, adjusting, and verifying the Faster R-CNN. Eventually, the recognition effect and influence factors of misrecognition were analyzed. Research results show that a D-scan image of the weld defect is closely related to the defect's shape, which can be used to decide the type a weld defect's type. Automatic recognition of the defect's type based on the Faster R-CNN possesses the advantages of high recognition rate, robustness, and antijamming ability, which can achieve a recognition accuracy of 80-97 % for the weld defect's type. In addition, the analysis of misrecognition shows that it is necessary to denoise the D-scan images before autorecognition because, in the light of the noise, stripes are liable to be misrecognized as porosity and cracks in the recognition experiments. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aUltrasonic testing. =650 \0$aWelded joints$xTesting. =650 \0$aWelded joints$xDefects$xMeasurement. =700 1\$aChen, Guo,$eauthor. =700 1\$aLu, Chao,$eauthor. =700 1\$aHuang, Guoliang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170563.htm =LDR 02828nab a2200421 i 4500 =001 JTE20170582 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170582$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170582$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7887.6 =082 04$a620$223 =100 1\$aSarasagopalan, Kamalathiyagarajan,$eauthor. =245 10$aImplementation of a PV Module-Integrated Dual-Boost DC-AC Converter-Based Isolated Microinverter for Grid-Connected Application /$cKamalathiyagarajan Sarasagopalan, Chitra Selvi Shokkalingam. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (22 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this article, a Photovoltaic (PV) array-integrated dual-boost dc-ac converter operating as an isolated single-phase microinverter is presented to track and export the power produced on the PV array to grid and load. The single-phase microinverter, which utilizes the cascaded connection of the dc-dc converter, rectifier, and an inverter, offers high boosting gain with low-duty ratio. However, the cascaded connection of the converters offers low conversion efficiency that is due to the usage of an increased number of power-switching devices. The proposed isolated dual-boost microinverter is designed to offer high Maximum Power Point Tracking efficiency, high conversion ratio, and high conversion efficiency with a reduced number of switches and passive elements. The design considerations and six different modes of the microinverter are presented. The simulated and experimental results are presented to investigate the proposed dual-boost dc-ac converter-operated microinverter. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aElectric current converters. =650 \0$aAnalog-to-digital converters. =700 1\$aShokkalingam, Chitra Selvi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170582.htm =LDR 02463nab a2200433 i 4500 =001 JTE20170593 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170593$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170593$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA279.5 =082 04$a519.542$223 =100 1\$aAslam, Muhammad,$eauthor. =245 10$aShifted Exponential Distribution :$bBayesian Estimation, Prediction and Expected Test Time under Progressive Censoring /$cMuhammad Aslam, Farzana Noor, Sajid Ali. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this article, we present Bayesian estimation of a shifted exponential distribution assuming progressive type-II censoring with random removals. Bayes estimators and their respective posterior risks are derived under the squared error loss function and the precautionary loss function. Moreover, the credible intervals and expected experiment time along with the Bayesian predictive intervals for one- and two-sample cases are also discussed. A comparison of the expected experiment time under complete and type-II progressive censoring is also a part of this study. Finally, a real-life example is provided to illustrate the proposed methodology. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aMathematical statistics. =650 \0$aBayesian statistical decision theory. =700 1\$aAli, Sajid,$eauthor. =700 1\$aNoor, Farzana,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170593.htm =LDR 02429nab a2200421 i 4500 =001 JTE20170594 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170594$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170594$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA485 =082 04$a620.1617$223 =100 1\$aEmam, Islam S.,$eauthor. =245 10$aHigh-Temperature Cyclic Oxidation of 800H Superalloy at 750°C-950°C in Air /$cIslam S. Emam, D. Saber, A. Waheed. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aHigh-temperature oxidation behavior of iron-based superalloy (800H) was investigated at 750°C, 850°C, and 950°C in air for 96 h. Weight gain was used to determine the kinetics of oxidation. The surface of the alloy was characterized by using scanning electron microscopy, X-ray diffraction, and energy dispersive X-ray spectroscopy after oxidation process. The results showed that mass gain increased rapidly in the initial stage of oxidation at high temperature. The alloy obeyed parabolic behavior at 750°C, 850°C, and 950°C. The oxide layer mainly contains oxides of chromium oxide, nickel oxide, iron oxide, and spinel chromium nickel oxide. The thickness of the oxide scales increased with time and temperature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aHeat resistant alloys. =700 1\$aWaheed, A.,$eauthor. =700 1\$aSaber, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170594.htm =LDR 02693nab a2200481 i 4500 =001 JTE20170596 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170596$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170596$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA683.5.B3 =082 04$a624.18341$223 =100 1\$aJi, Jing,$eauthor. =245 10$aFeasibility of Developing Engineered Cementitious Composite with High Volumes of Fly Ash Using Cost-Effective PVA Fiber /$cJing Ji, Shilong Zhang, Liangqin Jiang, Lijian Zhou, Zhichao Xu, Yingchun Liu, Dianyou Yu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn order to reduce the cost of Engineered Cementitious Composite (ECC), a feasibility study of ECC using a Cost-Effective Polyvinyl Alcohol (PVA) fiber (CEPVA-ECC) was developed based on the micromechanical design theory. A set of ECCs with different amounts of fly ash replacement (up to 83 % replacement of cement) was prepared. The CEPVA-ECC using much cheaper Chinese domestic PVA fiber (1/6-1/4 the price of the imported fiber) maintained the tensile ductility characteristics (4-5 %) with a moderate compressive strength (30-40 MPa). The crack width was reduced with an increase of the fly ash amount. The strain map CEPVA-ECC was monitored by the Digital Image Correlation method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aFly Ash. =650 \0$aReinforced concrete$xTesting. =700 1\$aYu, Dianyou,$eauthor. =700 1\$aLiu, Yingchun,$eauthor. =700 1\$aXu, Zhichao,$eauthor. =700 1\$aZhou, Lijian,$eauthor. =700 1\$aJiang, Liangqin,$eauthor. =700 1\$aZhang, Shilong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170596.htm =LDR 03768nab a2200457 i 4500 =001 JTE20170611 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170611$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170611$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1075 =082 04$a621.89$223 =100 1\$aNamdeo, Rajeev,$eauthor. =245 10$aExperimental Analysis of Dry Sliding Friction and Wear Behavior of OMMT Nanoclay Added EVA/HDPE/MA-g-PE Compatibilized Polymer Blends with Parametric Study of Influencing Factors /$cRajeev Namdeo, Sudhir Tiwari, Smita Manepatil, Navin Chand. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this study, an attempt has been made to find out the possibility of extending the conventional engineering applications of Maleic Anhydride-grafted Polyethylene (MA-g-PE), compatibilized Ethylene-co-Vinyl Acetate (EVA), and High-Density Polyethylene (HDPE) polymer blends with the addition of Organo-Modified Montmorillonite (OMMT) nanoclay to sliding wear-resistant parts in the automobile, aerospace, and other similar industries. An experimental analysis of dry sliding friction and wear has been investigated for MA-g-PE (2 parts per hundred, i.e., phr) grafted EVA/HDPE (70/30 by weight %) blend with the addition of 0, 1, 2, 3, and 4 phr of OMMT nanoclay. According to ASTM G99, Standard Test Method for Wear Testing with a Pin-on-Disk Apparatus , specimens slid against an EN31 steel disk of 60 HRC using a wear and friction tribometer at different forces, sliding distances, and sliding velocities. Effects of forces and sliding distances on sliding friction coefficients and specific wear rates of polymer nanocomposites were evaluated. It was observed that the coefficient of friction decreased with the increase in forces and slightly varied with increments in sliding distance. On the other hand, the specific wear rate increased by increment in forces and decreased with the increase in sliding distance. Wear mechanisms and worn surfaces were analyzed using scanning electron microscopic images. Parametric study of influencing factors (polymer compositions, forces, sliding distances, and sliding velocities) was conducted using the Taguchi design of experiment and ANalysis Of VAriance (ANOVA). Taguchi was used to rank and optimize four influencing factors, viz., composition, force, sliding distance, and sliding velocity. ANOVA determined the statistical significance and percentage contribution of control factors. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aFriction. =650 \0$aTribology. =650 \0$aMechanical wear. =700 1\$aChand, Navin,$eauthor. =700 1\$aManepatil, Smita,$eauthor. =700 1\$aTiwari, Sudhir,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170611.htm =LDR 03219nab a2200445 i 4500 =001 JTE20170621 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170621$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170621$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.84$223 =100 1\$aWang, Haopeng,$eauthor. =245 10$aAccelerated Healing in Asphalt Concrete via Laboratory Microwave Heating /$cHaopeng Wang, Jun Yang, Guoyang Lu, Xueyan Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSelf-healing of asphalt concrete (AC) is highly dependent on temperature, and its healing capacity increases with elevated temperatures. The main objective of this study is to investigate the effect of microwave heating on promotion of self-healing in AC. With this purpose, two types of AC specimens (neat AC without additives and conductive AC containing steel fiber and graphite) were prepared to for use in thermal conductivity, microwave heating speed tests, four-point bending fatigue, and healing tests. In addition, oscillatory frequency sweep tests were carried out to obtain the flow behavior of asphalt binder. Results indicated that AC containing electrically conductive additives had a higher thermal conductivity and microwave heating speed than neat AC. It was also found that the fatigue resistance and healing capacity of conductive AC after microwave heating were higher than that of neat AC. Moreover, there exists a critical temperature (corresponding to near-Newtonian behavior temperature of asphalt binder) above which healing of AC starts and an optimum heating time (temperature) to maximize the healing effect. Finally, it was found that an intermittent heating mode with a cooling process is more effective than the consecutive heating mode to enhance the healing capacity of AC. Based on these findings, it is concluded that self-healing efficiency of AC can be enhanced via microwave heating. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aViscoelasticity. =650 \0$aPavements, Asphalt concrete$xCracking. =700 1\$aLiu, Xueyan,$eauthor. =700 1\$aLu, Guoyang,$eauthor. =700 1\$aYang, Jun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170621.htm =LDR 03600nab a2200445 i 4500 =001 JTE20170622 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170622$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170622$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC454.L3 =082 04$a535.84$223 =100 1\$aZhu, Gaofeng,$eauthor. =245 10$aTemperature Compensation and Correction in Detection of Oxygen Content Found in Glass Medicine Bottles Using Laser Wavelength Modulation Spectroscopy /$cGaofeng Zhu, Hongqiu Zhu, Chunhua Yang, Weihua Gui. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aUsing laser wavelength modulation spectroscopy (LWMS), a rapid detection method to determine the oxygen contents in glass medicine bottles with an open single path and short optical distance was proposed. It is widely acknowledged that temperature changes influence the gas line strength, the full width at half maximum (FWHM) of absorption parameters, and the density of gas molecules. As a direct consequence, these factors affect the detection accuracy of gas concentrations. Two methods of temperature compensation and correction were proposed to address this problem: one method uses a theoretical compensation of scale factors based on the relationship between various parameters in the HITRAN 2012 database (Harvard-Smithsonian Center for Astrophysics, Cambridge, MA), and the second method uses the compensation of an experimental correction function based on the relationship between temperature and harmonic intensity measurements. Furthermore, the two methods were integrated into the regression equations for the peak value of the secondary harmonics and the gas concentration for quantitative predictions. At different temperatures (ranging from 276-316 K), glass medicine bottles with oxygen concentrations of 21 % were tested to obtain predictive values based on direct concentration evaluation by the two methods. The experimental results show that the predicated root mean square errors after theoretical and experimental correction are 0.0024 and 0.0058, respectively 80.33 % and 52.46 % less than that obtained through direct concentration evaluation. This validates the effectiveness of the two proposed methods, which can further improve the accuracy and stability for detecting gas concentration using LWMS. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aSpectrum analysis. =650 \0$aLaser spectroscopy. =700 1\$aGui, Weihua,$eauthor. =700 1\$aYang, Chunhua,$eauthor. =700 1\$aZhu, Hongqiu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170622.htm =LDR 03243nab a2200457 i 4500 =001 JTE20170629 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170629$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170629$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK2537 =082 04$a621.46$223 =100 1\$aSelvam, Dineshkumar,$eauthor. =245 10$aT-Source Inverter-Based Sensorless Speed Control for Permanent Magnet Synchronous Motor /$cDineshkumar Selvam, Senthilkumar Subbaian, Bhuvanesh Ananthan, Thangasankaran Rameshkumar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (24 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPermanent magnet synchronous motors (PMSM) are used commonly in numerous industrial applications, for instance, in mechatronics, vacuum pumps, energy storage flywheels, automotive, centrifugal compressors, and robotics. Nowadays, the sensorless speed control of PMSM is getting more attention, and several studies are progressing because of its low cost and reliable features. Normally, the speed control methods in PMSM are achieved with the help of sensors for position or speed estimation and control. But, these sensors are easily prone to breakage. Also, the flexibility towards parameter variations is poor in the conventional speed control methods. So, a sensorless T-source inverter-based PMSM drive that integrates the Proportional Integral (PI) controller with an adaptive mechanism to cope with the time-varying system parameters is proposed in this article. A sensorless module, namely, a model reference adaptive system (MRAS), is employed to estimate the rotor position of PMSM based on its performance characteristics Simulation results are illustrated to investigate the performance of the proposed method with different speeds under no load and loaded conditions. Moreover, the proposed approach not only minimizes the cost and size of the motor but also maximizes the reliability and accuracy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aPermanent magnet motors. =650 \0$aSynchronization. =650 \0$aElectric motors, Synchronous. =700 1\$aRameshkumar, Thangasankaran,$eauthor. =700 1\$aAnanthan, Bhuvanesh,$eauthor. =700 1\$aSubbaian, Senthilkumar,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170629.htm =LDR 02928nab a2200421 i 4500 =001 JTE20170660 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170660$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170660$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC176.8.D5 =082 04$a530.415$223 =100 1\$aKolli, Murahari,$eauthor. =245 10$aExperimental Study of Nonpolar Surfactant Mixed with Dielectric Fluid on Die-Sinking EDM of Ti-6Al-4V Alloy /$cMurahari Kolli, Adepu Kumar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article deals with the study of the effect of nonpolar surfactant on the performance characteristics of Electrical Discharge Machining (EDM) of the Ti-6Al-4V alloy. The selected process parameters, like pulse on-time, pulse off-time, discharge current, and nonpolar surfactant concentration, and their effect on machining performance characteristics, like Thermal Conductivity (TC), Material Removal Rate (MRR), Surface Roughness (SR), Tool Wear Rate (TWR), and Recast Layer Thickness (RLT), were studied. In this article, the one-factor-at-a-time approach and Taguchi technique were used to determine the machining process parameters. Nonpolar surfactant is mixed into dielectric fluid, which increases the TC and suspends the debris particles in EDM oil to reduce the discontinued discharge conditions during machining. It was observed from the results that RLT, SR, and TWR are reduced, while MRR and TC are increased, compared to machining without nonpolar surfactant. Furthermore, the experimental results indicated that the surfactant was decomposed in EDM oil and that a small recast layer, which could be seen on migrated elements in EDX analysis peaks, formed on the machined surface. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aSurfaces (Physics) =650 \0$aMetals$xSurfaces. =700 1\$aKumar, Adepu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170660.htm =LDR 03257nab a2200457 i 4500 =001 JTE20170677 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170677$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170677$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC271.T5 =082 04$a616.9920632$223 =100 1\$aRoohi, Reza,$eauthor. =245 10$aDetermination of Magnetic Nanoparticles Injection Characteristics for Optimal Hyperthermia Treatment of an Arbitrary Cancerous Cells Distribution /$cReza Roohi, Homayoun Emdad, Khosrow Jafarpur, Mohammad Reza Mahmoudi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aOne of the most promising methods for cancer treatment that is developed substantially in theoretical and clinical fields is hyperthermia. Magnetic hyperthermia using nanoparticles has significant advantages in comparison with other hyperthermia treatments. Providing the proper dosage of magnetic nanoparticles (MNPs) in the proper location(s) is one the most challenging steps of this procedure. In the present article, an efficient and robust analytical algorithm to determine the proper injection location(s) and dosage(s) in addition to the number of infusions for an arbitrary cancerous cells distribution in the tissue is presented. The method is based on temperature elevation of tumor spots to a specified amount and prevention of overheating in the nearby healthy tissues. The algorithm is based on tissue imaging, hyperthermia level decision, and implementation of inverse Fourier's transformation, Green's function, as well as genetic algorithm. Based on the obtained results, the algorithm can achieve 17 % and 12 % relative deviation error with respect to the desired temperature for uniform and concentrated cancerous cells distribution pattern, respectively, while for the more complex pattern examined, the error increased to 25 %, which is quite promising for the complex test case. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aThermal dosimetry. =650 \0$aHeat$xPhysiological effect. =650 \0$aCancer$xThermotherapy. =700 1\$aMahmoudi, Mohammad Reza,$eauthor. =700 1\$aJafarpur, Khosrow,$eauthor. =700 1\$aEmdad, Homayoun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170677.htm =LDR 03022nab a2200409 i 4500 =001 JTE20170682 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170682$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170682$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE250 =082 04$a625.8$223 =100 1\$aEasa, Said M.,$eauthor. =245 10$aSuperpave Design Aggregate Structure Considering Uncertainty :$bI. Selection of Trial Blends /$cSaid M. Easa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (26 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe existing method of selecting Superpave trial aggregate blends is deterministic and is based on trial-and-error. The primary purpose of this article is to develop a stochastic optimization model that includes the uncertainties of individual aggregate gradations, primary aggregate (PA) properties, and related specifications. The model can directly determine three different trial blends: (1) a blend close to the minimum specification limits, (2) a blend not close to the specification limits or to the restricted zone (RZ), and (3) a blend close to the maximum specification limits and to the RZ. The constraints of the model include gradation-control specifications, RZ limits, PA properties, and special and unity constraints. The PA properties include coarse aggregate fractured faces, fine aggregate angularity, sand equivalent, and flat and elongated particles. The uncertainty is formulated to ensure that the trial blends satisfy model constraints for a specified confidence level. A binary variable is used to allow the designer to produce a blend that passes below, above, or through the RZ. Application of the model is illustrated using a numerical example. The proposed model, which improves the reliability of trial blends and the efficiency of their selection, should be of interest to practitioners and researchers. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aAggregates (Building materials)$xTesting. =650 \0$aPavements$xMaterials$xTesting. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170682.htm =LDR 03664nab a2200481 i 4500 =001 JTE20170690 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170690$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170690$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA815 =082 04$a624.193$223 =100 1\$aHao, Xian-Jie,$eauthor. =245 10$aPhysical Model Test and Evaluation for the Tunnel Stability Influenced by Magnitude and Path of Loading /$cXian-Jie Hao, Liang Yuan, Jun-Hua Xue, Shao-Hua Wang, Bo Ren, Xiang-Yang Zhang, Yu-Lin Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (26 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe stability of an underground tunnel is closely related to its stress path. Here, a total of twelve load levels with three load paths are designed to analyze the influence of magnitude and path of stress on the stability of an underground tunnel from the perspective of tunnel displacement characteristics, stress distribution, and crack propagation by physical model testing and numerical simulation. The results show that the cracks are generated from the corner of the sidewall first by the vertical maximum principal stress; the larger the initial loading, the higher the initial crack position in the sidewalls of the tunnel, and the tendency of the cracking to converge to the arch foot is also more obvious. As the applied pressure increases, the average length and depth of cracking of the sidewall, the radial strain, and the circumferential strain all undergo an exponential increase; the average length grows faster than the depth, and the growth in radial strain is faster than that of the circumferential strain. When tunnels with different loading paths are subjected to the same applied pressure, and if the load rate is low because of progressive damage, it leads to damage at greater depths, but the displacements are relatively small. On the contrary, when the load rate is rapid, under the effect of a certain dynamic load, the damage is more severe, and the displacements are larger; but, because the load is borne by the entire model, the depth of the damage is relatively small. It is important to note that the effect of the stress path applies only within certain stress magnitudes. With increasing stress, the effect of the stress path diminishes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aTunnels. =650 \0$aStructural stability$xMathematical models. =700 1\$aLi, Yu-Lin,$eauthor. =700 1\$aZhang, Xiang-Yang,$eauthor. =700 1\$aRen, Bo,$eauthor. =700 1\$aWang, Shao-Hua,$eauthor. =700 1\$aXue, Jun-Hua,$eauthor. =700 1\$aYuan, Liang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170690.htm =LDR 03650nab a2200433 i 4500 =001 JTE20170692 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170692$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170692$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.850287$223 =100 1\$aZeng, Guodong,$eauthor. =245 10$aStudy of the Strain Response of Asphalt Pavements on Orthotropic Steel Bridge Decks through Field Testing and Numerical Simulation /$cGuodong Zeng, Wei Xu, Hongming Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA composite structural system consisting of an orthotropic steel bridge deck, waterproof prime, binding course, and wearing surface is complicated. To simplify the analysis of such systems, general elastic and continuous structure theory is applied to the asphalt pavement on steel bridge decks to determine the magnitude of the strain. Large differences in mechanical results have been previously obtained in assessments of steel bridge deck pavements. Few studies have focused on the mechanical state and time-dependent response of a realistic steel bridge deck wearing surface because of the difficulty of measuring the strain of the pavement on a steel deck of a long-span bridge that is in service. This study performed static and dynamic loading tests on an actual long-span steel bridge and analyzed the characteristics of the time-dependent strain response of the bridge deck wearing surface. The results demonstrate that the asphalt wearing surface exhibited significant loading time and rate-dependent characteristics under both static and dynamic loading conditions. The test analysis results also revealed that the axle load, vehicle speed, and longitudinal slope of the bridge had significant effects on the mechanical responses of the bridge deck wearing surface. Based on a comparison between the finite element numerical simulation results and the measurements obtained from testing the actual bridge, the magnitudes of the mechanical strain responses of the wearing surface on a steel bridge deck under the dynamic wheel load of a vehicle were analyzed assuming that the wearing surface is elastic and that the elastic modulus can be determined from a four-point bending test. However, the cumulative effect of plastic deformation must be considered when analyzing the fatigue damage of a permanent wearing surface. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aPavements, Asphalt$xTesting. =650 \0$aPavements, Asphalt$xAdditives. =700 1\$aHuang, Hongming,$eauthor. =700 1\$aXu, Wei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170692.htm =LDR 03722nab a2200433 i 4500 =001 JTE20170697 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170697$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170697$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a624$223 =100 1\$aLi, Zhengqi,$eauthor. =245 10$aIn-Place Estimation of Concrete Compressive Strength Using Postinstalled Pullout Test - A Case Study /$cZhengqi Li, Jigar Desai, Wesley Bullock. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIt was proposed that a 16-story steel framing structure be built on top of an existing 12-year-old 1-story reinforced-concrete structure. The in-place concrete compressive strength of 3 footings and 29 plinths was estimated using a postinstalled pullout test and a core compressive strength test. The influence of different length-to-diameter ratios of the cores and different diameters of cores and the correlation between maximum pullout force and core compressive strength were investigated. The results of the pullout test and core strength test indicate that the concrete compressive strength of footings and plinths was considered structurally adequate as per the acceptance criteria for tested core strength and estimated core strength given by ACI 318, Building Code Requirements for Structural Concrete and Commentary , and ACI 228.1R, In-Place Methods to Estimate Concrete Strength , respectively. Maximum pullout force had a strong correlation with the core compressive strength. The influence of the different length-to-diameter ratio of cores on the strength correlation was not significant if the raw results of the compressive strength tests were corrected by multiplying the corresponding correction factors for the length-to-diameter ratio given by ASTM C42, Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete . The mixed use of the test results of 3.20 and 3.74-in. (81-mm and 95-mm) cores resulted in a decrease in the R 2 of the correlation model, compared to that of the correlation model based on 3.74-in. (95-mm) cores. This was attributed to the potentially increased testing error as the diameter of the cores decreased. Recommendations for successfully performing postinstalled pullout tests in the field were proposed. With the use of pullout tests, the project team was able to determine that the existing structural members had sufficient capacity. A delay in the project schedule was avoided. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aStrength of materials. =650 \0$aConcrete. =700 1\$aBullock, Wesley,$eauthor. =700 1\$aDesai, Jigar,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170697.htm =LDR 02869nab a2200409 i 4500 =001 JTE20170698 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170698$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170698$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA444 =082 04$a620.137$223 =100 1\$aShanmugam, Praveenkumar,$eauthor. =245 10$aEffect of Fibers on Strength and Elastic Properties of Bagasse Ash Blended HPC Composites /$cPraveenkumar Shanmugam, Sankarasubramanian Gopalan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article presents the details of an experimental investigation carried out on test specimens to assess the effect of the addition of steel, polypropylene fibers, and hybrid fibers (steel and polypropylene) at a total fiber volume fraction of 1.0 % by volume of concrete on the workability and strength-related properties of high performance concrete (HPC) utilizing bagasse ash. All the fiber-reinforced high performance concrete composites contained 10 % bagasse ash to replace cement. The results of the experimental study show that the addition of bagasse ash enhances the mechanical properties of conventional concrete. The incorporation of steel and polypropylene fibers improved the mechanical properties of bagasse blended HPC at each volume fraction considered in this study. Subsequently, it was observed that the addition of 0.75 % steel and 0.45 % polypropylene fibers significantly improved the strength of concrete. The various combinations of steel and polypropylene fibers are investigated, and among these, the best performance was attained by a mixture that contained 0.85 % steel and 0.15 % polypropylene fiber. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aFiber-reinforced concrete$xTesting. =700 1\$aGopalan, Sankarasubramanian,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170698.htm =LDR 02791nab a2200433 i 4500 =001 JTE20170707 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170707$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170707$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA276.16 =082 04$a519.5$223 =100 1\$aNg, Peh Sang,$eauthor. =245 10$aRun Sum Chart for the Mean with Auxiliary Information /$cPeh Sang Ng, Michael Boon Chong Khoo, Sajal Saha, Sin Yin Teh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (22 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe use of the auxiliary information (AI) method in control charts is gaining increasing attention. Many studies have shown that auxiliary information-based charts can boost the charts' performances in the detection of out-of-control signals. In this study, a run sum chart for the mean based on auxiliary characteristics (abbreviated as the RS-AI chart) is proposed. The optimization designs of the RS-AI chart in minimizing the steady-state out-of-control average run length ( ARL ) and expected average run length ( EARL ) are developed. The formulae to compute the steady-state ARL and EARL of the RS-AI chart are derived using the Markov chain approach. The RS-AI chart is compared with the Shewhart AI, synthetic AI, and exponentially weighted moving average AI charts. The results show that the RS-AI chart outperforms the competing charts for all shift sizes when the correlation between the auxiliary and the study variable is large. A numerical example is given to demonstrate the implementation of the RS-AI chart. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aMathematical statistics. =700 1\$aTeh, Sin Yin,$eauthor. =700 1\$aSaha, Sajal,$eauthor. =700 1\$aKhoo, Michael Boon Chong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170707.htm =LDR 02560nab a2200409 i 4500 =001 JTE20170721 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170721$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170721$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA279 =082 04$a519.538$223 =100 1\$aSultana, Farha,$eauthor. =245 10$aEstimation and Prediction for the Generalized Half Normal Distribution under Hybrid Censoring /$cFarha Sultana, Yogesh Mani Tripathi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (24 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this article, we make estimation and prediction inferences for the generalized half normal distribution. The maximum likelihood and Bayes estimators of unknown parameters are obtained based on hybrid Type I censored samples. We obtain asymptotic intervals using the observed Fisher information matrix and also construct bootstrap intervals of unknown parameters. Bayes estimators are obtained under the squared error loss function using different approximation methods. We also construct the highest posterior density intervals of unknown parameters. Further one- and two-sample predictors and prediction intervals of censored observations are discussed. A Monte Carlo simulation study is conducted to compare the performance of the proposed methods. We further analyze a real data set for illustrative purposes. Finally, conclusions are presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aCensored observations (Statistics) =700 1\$aTripathi, Yogesh Mani,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170721.htm =LDR 03186nab a2200409 i 4500 =001 JTE20170730 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170730$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170730$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTG265 =082 04$a620.1123$223 =100 1\$aHosseinzadeh, A. R.,$eauthor. =245 10$aMeasuring Nonequibiaxial Residual Stresses and Mechanical Properties Using Knoop Indentation /$cA. R. Hosseinzadeh, A. H. Mahmoudi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (23 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA proper knowledge of the mechanical properties and residual stresses of materials has a significant role in the prediction of engineering failures. Indentation is a simple, nondestructive test that is capable of estimating both residual stresses and mechanical properties. In frequent studies, the response of materials during the indentation process has been used as a key parameter to distinguish different substances. Here, a state-of-the-art method with no undesirable restriction is suggested to attain the work hardening exponent, yield strength, and planar nonequibiaxial residual stresses. In the current work, an extensive series of Knoop indentation simulations were performed using two indenter angles. Subsequently, a precise observation was made in order to find existent relationships. A local method was employed based on characteristics of similar materials to obtain stress-free sample parameters through a genetic algorithm, and then another error function was defined in order to measure the yield strength and work hardening exponent. After the determination of the mechanical properties and the stress-free sample's parameters, a particular and precise categorization was made. Then, neural network analysis was employed to derive planar residual stresses. Experimental validation was conducted using six types of aluminum and steel specimens. The results confirmed a good agreement between the test data and those predicted using the suggested procedure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aStrains and stresses$xMeasurement. =700 1\$aMahmoudi, A. H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170730.htm =LDR 03159nab a2200409 i 4500 =001 JTE20170745 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170745$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170745$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE250 =082 04$a625.8$223 =100 1\$aEasa, Said M.,$eauthor. =245 10$aSuperpave Design Aggregate Structure Considering Uncertainty :$bII. Evaluation of Trial Blends /$cSaid M. Easa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (23 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe current evaluation of Superpave design aggregate structure is deterministic. The design involves evaluation of selected trial blends based on volumetric, compaction, and dust proportion requirements. This article incorporates the uncertainties of all 17 variables involved in the process, measured by the coefficient of variation (CV), and develops a revised procedure for comparing mixture properties with the performance-based criteria. The uncertainties of eight measured properties are propagated through the calculation and make the uncertainty of some variables very large. Issues related to the reliability of some variables (CV> 25 %) are discussed and criteria to resolve them are established. The developed mathematical formulas of uncertainty were verified using Monte Carlo simulation. The results show that the potentially unreliable variables are as follows: volume of absorbed asphalt, percentage of absorbed asphalt, and percent voids in total mix at the design compaction level. A tool is provided to help the designer trace the uncertainty of the unreliable variables back to the measured properties so that their precisions may be revised. The current National Cooperative Highway Research Program-recommended precisions for specific gravities were found to be generally satisfactory. However, further research should continue to improve the precision of specific gravity measurements as some intermediate variables may still become unreliable. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aAggregates (Building materials)$xTesting. =650 \0$aPavements$xMaterials$xTesting. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170745.htm =LDR 03046nab a2200445 i 4500 =001 JTE20180086 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180086$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180086$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA450 =082 04$a668.423$223 =100 1\$aCicero, S.,$eauthor. =245 10$aFracture Load Predictions in Short Glass Fiber Reinforced Polyamide 6 U-Notched Specimens Combining the Equivalent Material Concept and the Theory of Critical Distances /$cS. Cicero, A. R. Torabi, F. T. Ibáñez-Gutiérrez, P. Azizi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (26 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article provides the prediction of fracture loads in single edge notched bending (SENB) specimens made of short glass fiber reinforced polyamide 6 (SGFR-PA6) and containing U-notches. The predictions are obtained through the combination of the equivalent material concept and the theory of critical distances (TCD). The latter is based on the material critical distance ( L ) and has a linear-elastic nature. This implies that in those materials exhibiting non-fully linear-elastic behavior, the determination of the material critical distance requires a calibration process that may be performed by fracture testing on notched specimens or through a combination of fracture testing and finite elements simulation. This represents a significant barrier for the application of the TCD on an industrial level. The proposed methodology defines an equivalent linear-elastic material on which the TCD may be applied through its basic formulation and without any previous calibration of the corresponding critical distance. It is applied to SGFR-PA6 SENB specimens, providing accurate predictions of the experimental fracture loads. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aStrength of materials. =650 \0$aPolymers$xFatigue. =700 1\$aAzizi, P.,$eauthor. =700 1\$aIbáñez-Gutiérrez, F. T.,$eauthor. =700 1\$aTorabi, A. R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180086.htm =LDR 03384nab a2200433 i 4500 =001 JTE20180097 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180097$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180097$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA630 =082 04$a666.8$223 =100 1\$aAl Rikabi, Fouad T.,$eauthor. =245 10$aDesign Proposal for Synthetic Fiber-Reinforced Concrete Pipes Using Finite Element Analysis /$cFouad T. Al Rikabi, Shad M. Sargand, Husam H. Hussein. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (25 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSynthetic fibers have been used recently to minimize the use of steel reinforcement cages in concrete pipes. Several studies have been conducted to determine the optimum fiber dosage complying with ASTM C76, Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe , strength requirements. There is still need for a comprehensive design method covering a wide range of pipe diameters. The objective of this study was to develop design tables for synthetic fiber-reinforced concrete pipe similar to those proposed in the ASTM C76 standard. The finite element model of the three-edge bearing test was calibrated and validated using the experimental results from previous work by the authors. The linear and nonlinear behavior of the synthetic fiber-reinforced concrete material was characterized using the concrete damage plasticity (CDP) model. For input data representing concrete material properties, compression strength, tensile strength, and modulus of elasticity were determined for five fiber dosages: 0, 4.75, 6, 7, and 9 kg/m 3 . Based on the experimental results, a new modified compression model was adopted to represent the compression behavior of fiber-reinforced concrete in the finite element models. Also, the tension behavior was defined using a model proposed by past research. A parametric study was conducted on four parameters: pipe diameter, pipe wall thickness, fiber dosage, and steel cage area. The parametric study results were summarized in tables that can be used as a reference for a new synthetic fiber-reinforced concrete pipe standard. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aFiber-reinforced concrete. =650 \0$aPipe, Concrete. =700 1\$aHussein, Husam H.,$eauthor. =700 1\$aSargand, Shad M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180097.htm =LDR 03041nab a2200505 i 4500 =001 JTE20180123 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180123$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180123$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1800 =082 04$a621.3692$223 =100 1\$aTekin, Huseyin Ozan,$eauthor. =245 10$aGamma Shielding Properties of Erbium Zinc Tellurite Glass System Using Monte Carlo Method /$cHuseyin Ozan Tekin, Vishwanath P. Singh, Elif Ebru Altunsoy, Mesut Karahan, M. I. Sayyed, Turker Tekin Erguzel, Emel Serdaroglu Kasikci, Muhsin Konuk. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study aimed to determine the gamma shielding parameters of an Erbium Zinc Tellurite Glass System. The mass attenuation coefficients of Erbium Zinc Tellurite Glass System xEr2O3:20ZnO : (80-x) TeO2 were computed using Monte Carlo simulation at photon energies 20, 30, and 40 keV and 60, 356, 662, 1,173, 1,274, and 1,332 keV. The half-value layer thickness was calculated using the mass attenuation coefficients. The obtained results were compared to standard XCOM data and found comparable. It was found that the erbium zinc tellurite glass with a higher content of erbium is superior shielding material to other glasses. Thus, the validation of a generated Monte Carlo N-Particle Transport Code System-Extended simulation setup has been provided. It can be concluded that results of the present investigation would be very useful for applications of medical diagnostic and nuclear technology. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aFiber optics$xMaterials. =650 \0$aTellurites. =650 \0$aMetallic glasses. =700 1\$aKonuk, Muhsin,$eauthor. =700 1\$aSerdaroglu Kasikci, Emel,$eauthor. =700 1\$aErguzel, Turker Tekin,$eauthor. =700 1\$aSayyed, M. I.,$eauthor. =700 1\$aKarahan, Mesut,$eauthor. =700 1\$aAltunsoy, Elif Ebru,$eauthor. =700 1\$aSingh, Vishwanath P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180123.htm =LDR 02904nab a2200433 i 4500 =001 JTE20180197 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180197$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180197$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD116.I57 =082 04$a543.6$223 =100 1\$aDa, Bo,$eauthor. =245 10$aReinforcement Corrosion Research Based on Electrochemical Impedance Spectroscopy for Coral Aggregate Seawater Concrete in a Seawater Immersion Environment /$cBo Da, Hongfa Yu, Haiyan Ma, Zhangyu Wu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe use of electrochemical impedance spectroscopy (EIS) method, Nyquist plots, and Bode impedance module plots of coral aggregate seawater concrete (CASC) at different exposure times in a seawater immersion environment was tested. The most suitable equivalent electric circuit (EEC) for fitting reinforcement corrosion of CASC in a seawater immersion environment was investigated. The reinforcement corrosion electrochemical parameters were calculated. The factors affecting reinforcement corrosion of CASC were researched. The results showed that in order to reduce reinforcement corrosion risk, the concrete cover thickness should be thicker than 5.5 cm. As exposure time increased, the decrease rate of anticorrosion effectiveness for the calcium nitrate inhibitor was higher than that for the amino alcohol inhibitor. Corrosion resistance would improve if the inhibitor was preabsorbed. Corrosion resistance of different types of reinforcements followed the rule: 2205 duplex stainless steel>316 stainless steel>new organic coated steel>zinc-chromium coated steel>common steel. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aImpedance spectroscopy. =700 1\$aWu, Zhangyu,$eauthor. =700 1\$aMa, Haiyan,$eauthor. =700 1\$aYu, Hongfa,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180197.htm =LDR 02492nab a2200397 i 4500 =001 JTE20180220 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180220$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180220$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7882.M4 =082 04$a621.3892$223 =100 1\$aPaulter, Nicholas G.,$eauthor. =245 10$aTest Methods to Rigorously, Reproducibly, and Accurately Measure the Detection Performance of Walk-through Metal Detectors /$cNicholas G. Paulter. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWalk-through metal detectors (WTMDs) are the primary tool for the detection of concealed metal contraband and threat items on a person. They are found at almost all security checkpoint stations worldwide. It is important for security that assessing the detection performance of WTMDs is done rigorously, accurately, and reproducibly. Current standardized test methods do not provide this capability. Moreover, exhaustive testing would be prohibitively expensive and slow. Test methods, test objects, and their rationale are described here that can be used to accurately and reproducibly measure the detection performance of a WTMD while rigorously exercising its detection capability. Focused selection of the most informative test parameters reduces the time required for testing by about two orders of magnitude. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aMetal detectors$xStandards. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180220.htm =LDR 03185nab a2200409 i 4500 =001 JTE20180279 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180279$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180279$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE153 =082 04$a625.7$223 =100 1\$aFang, Ning,$eauthor. =245 10$aEvaluation and Modeling of the Effect of Tool Edge Radius on Machined Surface Roughness in Turning UNS A92024-T351 Aluminum Alloy /$cNing Fang, P. Srinivasa Pai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTool edge radius plays a significant role in affecting the surface integrity of machined products. The vast majority of existing research, however, takes no account of the effect of tool edge radius in the evaluation and modeling of machined surface roughness, an essential indicator of surface integrity. The present study fills this important research gap and has performed a total of 45 turning experiments on Unified Numbering System (UNS) A92024-T351 aluminum alloy with carefully selected cutting tools with three levels of tool edge radii. This article describes the experimental setup and measurements of tool edge radius and machined surface roughness. Machined surface roughness was evaluated using five parameters, including average roughness, root-mean-square roughness, peak roughness, maximum roughness height, and five-point average roughness. The experimental evidence presented in this article shows that the tool edge radius has a profound effect on machined surface roughness, cutting forces, and cutting vibrations. Based on the experimental data, three types of predictive models are developed, including a multiple regression model, multilayer perceptron neural network model, and radial basis function neural network model. The prediction accuracy of the three models is compared based on average mean squared errors. The results show that different models lead to different prediction accuracy for different surface roughness parameters. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aSurface roughness$xMeasurement. =700 1\$aSrinivasa Pai, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180279.htm =LDR 03710nab a2200421 i 4500 =001 JTE20180296 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180296$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180296$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1001.5 =082 04$a625.8$223 =100 1\$aGuirguis, Minas,$eauthor. =245 10$aAdopting Chip Sealing Performance-Based Approaches to Determine Rational Design Quantities /$cMinas Guirguis, Ashley Buss. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aChip seal research advocates for performing rational design computations prior to construction to determine the initial chip and binder application rates. Research indicated that a major concern in chip seal construction industry is the lack of following a formal/documented computational design approach. This study is a result of research that investigated ways to improve chip seal design specifications in Oregon State, focusing on field application rates. The objective of this article is to encourage agencies and contractors to adopt a formal established design approach to determine their aggregates and binder application rates. This is established through identifying the parameters considered in the design while showing straightforward procedures to follow formal design approaches. Chip seal design calls for conducting laboratory and field evaluations and uses the results as input data to estimate the appropriate quantities of materials. Thus, involved parties at the design stage are required to (1) understand the properties of chip seal materials (aggregate and binder), (2) identify the pre-seal road condition, and (3) use said information in the design process. This study uses various roadways located in Klamath Falls, Oregon to verify the importance of using rational design procedures. The roadways were constructed in accordance with Oregon Department of Transportation specifications; however, application rates were based upon the agency's previous experience rather than using a rational design approach. The study compares roadways' infield application rates and rationally estimated rates based upon two commonly used methodologies, namely McLeod and New Zealand. Findings shows that roadways constructed using infield application rates close to the rationally estimated rates had better embedment and a longer predicted life span when compared to the rest of roadways that had excessive aggregate amounts and less binder content. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aSealing compounds$xTesting. =650 \0$aPavements, Asphalt$xMaintenance and repair. =700 1\$aBuss, Ashley,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180296.htm =LDR 03140nab a2200457 i 4500 =001 JTE20180343 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180343$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180343$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a624.18340287$223 =100 1\$aLin, Shibin,$eauthor. =245 10$aEstimation of Wave Velocity for Ultrasonic Imaging of Concrete Structures Based on Dispersion Analysis /$cShibin Lin, Sadegh Shams, Hajin Choi, Dewei Meng, Hoda Azari. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWave velocity is the most critical parameter used by the synthetic aperture focusing technique for the ultrasonic imaging of concrete structures. However, it has been challenging to estimate wave velocity with the traditional time-domain method that requires the picking of direct waves. The dispersion trend of direct waves is theoretically a horizontal line with frequency as the x -axis and phase velocity as the y -axis, and the horizontal line is due to the nondispersive phenomenon of direct waves in an elastic, homogeneous material. To overcome the challenge of picking direct waves in the time domain, this study proposes a frequency-domain method to first obtain the dispersion trend of direct waves based on the nondispersive phenomenon and then estimate the shear-wave velocity from the average phase velocity of the nondispersive trend in the frequency domain. This frequency-domain method was verified with the numerical and experimental ultrasonic data from concrete specimens with embedded delamination. A comparison of the results obtained using the two methods indicates that the frequency-domain method can significantly improve the accuracy of estimating the shear-wave velocity and eventually improve the accuracy of ultrasonic imaging. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aConcrete construction$xTesting. =650 \0$aConcrete$xTesting. =700 1\$aAzari, Hoda,$eauthor. =700 1\$aMeng, Dewei,$eauthor. =700 1\$aChoi, Hajin,$eauthor. =700 1\$aShams, Sadegh,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180343.htm =LDR 03176nab a2200469 i 4500 =001 JTE20180379 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180379$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180379$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS21.A6 =082 04$a630$223 =100 1\$aNascimento, Kívia M.,$eauthor. =245 10$aCorrelations on Pulse Velocity and Physic-Mechanical Properties of Impact-Compacted Cement Mortar Containing Quartz and Recycled PP Aggregates /$cKívia M. Nascimento, André L. dos Santos, Alexandre E. Vale, Túlio H. Panzera, Carlos E. S. da Silva, Paulo H. R. Borges. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe consumption of polymeric materials and their waste increases considerably throughout the world, leading to a constant concern with alternative recycling routes. Polypropylene (PP) waste is produced in large volumes, but it is not recycled in an expressive way. A significant amount of research has been conducted to recycle discarded material into cement-based composites, combining environmental, economic, and technological issues. Nondestructive tests, such as ultra-pulse velocity (UPV), can be used to characterize and estimate the physical and mechanical properties of cement-based materials. This work investigates the effect of the partial replacement of natural aggregates (NA) with recycled PP aggregates on the pulse velocity and physic-mechanical properties of impact-compacted mortars and their correlations. Coarse particles of PP (at 4-10 US-Tyler and 10-20 US-Tyler) provided better mechanical behavior to composites than fine particles (20-50 US-Tyler), the latter being responsible for a rise in porosity. UPV can be used to predict the physical and mechanical properties of mortars containing PP aggregates. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aConcrete. =650 \0$aCement. =700 1\$aH. R. Borges, Paulo,$eauthor. =700 1\$aE. S. da Silva, Carlos,$eauthor. =700 1\$aPanzera, Túlio H.,$eauthor. =700 1\$aVale, Alexandre E.,$eauthor. =700 1\$aSantos, André L. dos,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180379.htm =LDR 03465nab a2200445 i 4500 =001 JTE20180409 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180409$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180409$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE5.3.H5 =082 04$a625.8$223 =100 1\$aRani, Shivani,$eauthor. =245 10$aLaboratory Characterization of Asphalt Binders Containing a Chemical-Based Warm Mix Asphalt Additive /$cShivani Rani, Rouzbeh Ghabchi, Syed Ashik Ali, Musharraf Zaman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aDifferent technologies, namely foamed asphalt, synthetic waxes, zeolites, and chemical additives, are used to produce warm mix asphalt (WMA). This study was undertaken to evaluate the effect of using different amounts of an amine-based chemical WMA additive on the rheology, performance grade (PG), and moisture-induced damage potential of an asphalt binder (PG 58-28). Superpave specifications were used to evaluate the rheological properties and PG of the asphalt binder. Also, a mechanistic approach-based on the surface free energy (SFE) method was used to evaluate the moisture-induced damage potential of the asphalt binder combined with commonly used aggregates in an asphalt mix. It was found that the dynamic viscosity of the asphalt binder was not significantly affected after blending it with the WMA additive. It was also observed that the Superpave high-temperature PG and the rutting factor did not reduce by an increase in the WMA additive content. However, the continuous low-temperature PG of the asphalt binder decreased with an increase in the amount of WMA additive. Furthermore, it was found that the fatigue resistance increased after blending the binder with the WMA additive. The SFE results of the asphalt binder revealed that the WMA additive used in this study reduced the moisture-induced damage potential of the asphalt mixes. However, the extent of this improvement was found to largely depend on the aggregate type. The outcomes of this study are expected to help better understand the influence of amine-based chemical WMA additives on rheological and long-term performance of asphalt mix. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aAsphalt$xAdditives. =650 \0$aBinders (Materials) =700 1\$aZaman, Musharraf,$eauthor. =700 1\$aAli, Syed Ashik,$eauthor. =700 1\$aGhabchi, Rouzbeh,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180409.htm =LDR 02927nab a2200445 i 4500 =001 JTE20180506 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180506$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180506$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL257 =082 04$a629.243$223 =100 1\$aWu, Wenguang,$eauthor. =245 10$aCollaborative Optimization of Nonlinear Hydropneumatic Suspension Dynamic Characteristics /$cWenguang Wu, Lin Hu, Zhiyong Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aVehicle handling stability and ride comfort play important roles in a vehicle's performance. This article proposes a new concept for vehicle handling and ride optimization. The proposed method combines the handling optimization object and design variables with the ride optimization object and design variables. This optimization is based on a rigid-flexible model of a dump truck used for mining and equipped with nonlinear hydropneumatic suspension. The truck model is a composite of a flexible main-chassis and other rigid parts. Optimization is realized using the response surface model because it is based on the design of experiment (DOE) method, and then the DOE results are calculated in the rigid-flexible model. The proximate model is then optimized using Isight software. The optimized results are compared with the numerical results that are calculated in the dynamic model in the ADAMS software, the results of which indicate that the optimized dynamic performance is enhanced, including the handling and ride characteristics. The proposed method can provide a balance for vehicle performance optimization. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aPneumatic control. =650 \0$aMechanical engineering. =650 \0$aAutomobiles$xSprings and suspension. =700 1\$aZhang, Zhiyong,$eauthor. =700 1\$aHu, Lin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180506.htm =LDR 02893nab a2200457 i 4500 =001 JTE20180541 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180541$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180541$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA684 =082 04$a620.1126$223 =100 1\$aNarynbek Ulu, K.,$eauthor. =245 10$aOn the Use of Cox Regression for Statistical Analysis of Fatigue Life Results /$cK. Narynbek Ulu, B. Huneau, E. Verron, A. S. Béranger, P. Heuillet. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe presence of scatter is inherent to fatigue life studies of materials and structures; a wide variety of statistical tools exists for analysis. Among them, Cox (proportional hazards) regression is widely encountered in survival studies of medical sciences, but has not found frequent use in fatigue of materials. Of interest is the ability to treat scatter in both applied load and fatigue life as well as censored measurements of the latter. In the present work, this statistical approach is adapted for fatigue life studies. For ease of its application, it is numerically implemented as a Python module and provided for permissive free use. The module allows us to carry out Cox regression on raw fatigue life results. Survival estimates, which provide a relationship between the probability of failure and fatigue duration, can be additionally plotted with the module. Finally, the module allows us to plot probabilistic Wöhler ( S - N ) curves, which leads to a more accurate representation of scatter in fatigue life results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aFracture mechanics. =650 \0$aMaterials$xFatigue. =700 1\$aHeuillet, P.,$eauthor. =700 1\$aBéranger, A. S.,$eauthor. =700 1\$aVerron, E.,$eauthor. =700 1\$aHuneau, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180541.htm =LDR 02748nab a2200433 i 4500 =001 JTE20180565 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180565$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180565$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE5094.G7 =082 04$a624.253$223 =100 1\$aChen, Bin,$eauthor. =245 10$aFatigue Performance Evaluation for an Orthotropic Steel Bridge Deck Based on Field Hotspot Stress Measurements /$cBin Chen, Zengshun Chen, Xu Xie, Xiaowei Ye. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study has introduced a method for fatigue performance evaluation of steel orthotropic bridge decks based on filed measurements for hotspot stress. The long-term stress of the orthotropic bridge deck of Jinchang Road Canal Bridge in Hangzhou, China, was observed by sensors. The fatigue damage and fatigue reliability of the bridge deck were analyzed and evaluated according to the stress. The results show that: (a) the fatigue life of the bridge deck is larger than the design value, indicating that the design of the orthotropic bridge deck is reasonable; (b) the fatigue loads acting at three hotspots can be described by normal distribution; and (c) for the current traffic volume, the fatigue reliability index of the three hotspots is greater than two in the design period. The fatigue reliability index of the three hotspots decreases significantly with the increase of traffic flow, at which time the fatigue damage becomes considerable. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aSteel plate deck bridges$xTesting. =700 1\$aYe, Xiaowei,$eauthor. =700 1\$aXie, Xu,$eauthor. =700 1\$aChen, Zengshun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180565.htm =LDR 02855nab a2200445 i 4500 =001 JTE20180593 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180593$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180593$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P58 =082 04$a620.192$223 =100 1\$aVigneshwaran, S.,$eauthor. =245 10$aPrediction and Analysis of Abrasive Water Jet Machining Performance on Hybrid Composite /$cS. Vigneshwaran, M. Uthayakumar, V. Arumugaprabu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aHybrid polymer composites have been used in various applications because of their superior characteristics. Conventional cutting techniques in these materials produce poor quality machining because of fiber delamination and surface damage. It is also challenging to produce shapes and cuts in polymer composite materials through conventional machining. Abrasive water jet machining (AWJM) may be suitable for producing quality cuts by controlled machining process. This article investigated the AWJM of red mud-filled sisal polyester hybrid composite. The second order regression model was developed for material removal rate (MRR) and kerf taper (KT) through the experimental data. The developed model predicted the MRR and KT with minimum error at 95 % confidence level. The MRR of the hybrid composite was influenced highly by transverse speed (83.56 %) whereas the KT was influenced mostly by standoff distance (SOD, 45.66 %). Scanning electron microscope (SEM) analysis on the cut surface helps to understand the failure mechanism on AWJM. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aComposite materials. =650 \0$aPolymers. =650 \0$aPolymeric composites. =700 1\$aArumugaprabu, V.,$eauthor. =700 1\$aUthayakumar, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180593.htm =LDR 03030nab a2200409 i 4500 =001 JTE20180597 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180597$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180597$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA442.5 =082 04$a624.1834$223 =100 1\$aParthiban, P.,$eauthor. =245 10$aArtificial Neural Network to Predict the Compressive Strength of Semilightweight Concrete Containing Ultrafine GGBS /$cP. Parthiban, Jayakumar Karthikeyan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aDesign strength is usually determined after a 28-day curing period as per codal provisions. The prediction of compressive strength before curing reduces waiting time and expedites regular construction activity. The aim of this study is to develop a neural network model to predict the 28-day compressive strength of semilightweight concrete (sLWC) containing ultrafine ground granulated blast-furnace slag (UFGGBS). In this investigation, a novel lightweight coarse aggregate that is made up of wood ash was used to prepare sLWC. Six input parameters, such as cement, UFGGBS as cement replacement, lightweight wood ash pellets as coarse aggregate, fine aggregate, water content, and superplasticizer, were used to train the model. The 28-day compressive strength was taken as an output parameter. A total of 384 data was collected from 24 sLWC mixes, each containing 16 specimens, and trained in an artificial neural network (ANN) using a feedforward-backpropagation model. Trained data were validated with a set of tested data. The correlation coefficient R 2 values for trained and tested data were 0.932 and 0.917, respectively, with least errors. The study concluded that ANN was a reliable and fast tool for predicting the compressive strength of sLWC. It also efficiently reduced cost and time. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aLightweight concrete$xTesting. =700 1\$aKarthikeyan, Jayakumar,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180597.htm =LDR 02740nab a2200457 i 4500 =001 JTE20180619 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180619$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180619$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK1341 =082 04$a620.166$223 =100 1\$aRichardson, M. D.,$eauthor. =245 10$aInfluence of Surface Finish on Small Punch Testing of 9Cr Eurofer-97 Steel /$cM. D. Richardson, S. Connolly, M. Gorley, B. P. Wynne, E. Surrey. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study investigated the effect of surface finish on the deformation behavior of Eurofer-97 steel during room-temperature small punch testing. The surface finish of specimens was varied from coarse to fine (ranging from P240-grit silicon carbide paper to a polished finish using 0.06-Μm colloidal silica). Testing was conducted on 8-mm diameter by 0.5-mm-thick disks using a 1-mm-radius punch head. No significant change was observed in the elastic-plastic transition load, maximum load, displacement at maximum load, or displacement at failure. Similarly, in all cases, failure occurred in a ductile manner, yielding a dimpled fracture surface. Although friction and surface defects may influence the output of small punch tests, the effect of altering the specimen surface finish alone was negligible in this case, indicating this is not a dominant factor in small punch testing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aFracture mechanics. =650 \0$aPressure vessels$xCracking. =700 1\$aSurrey, E.,$eauthor. =700 1\$aWynne, B. P.,$eauthor. =700 1\$aGorley, M.,$eauthor. =700 1\$aConnolly, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180619.htm =LDR 03279nab a2200457 i 4500 =001 JTE20180628 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180628$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180628$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD407 =082 04$a628.114$223 =100 1\$aYin, Xiaoli,$eauthor. =245 10$aMulti-Well Pumping System Design and Field Application /$cXiaoli Yin, Yancong Liu, Peng Yi, Zhonghui Zhang, Haixia Chen, Qiang Zheng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn view of the low efficiency of cluster wells, a multi-well pumping system with phase-division balance is put forward based on the idea of overlapping load-dislocation vectors. In this article, the kinematics and dynamics of the system are analyzed and the torque fluctuation characteristics of the system and the changing law of the motor energy consumption are studied under theory and actual working conditions. Additionally, a comparative analysis of a computer simulation and field test is carried out from the single-well to four-well pumping system. The results show that the dynamic performance of the multi-well pumping system based on phase-division balance is obviously better than that of single-well pumping unit. In addition, the system has remarkable high-efficiency energy-saving characteristics and good dynamic characteristics with coefficient of load fluctuation approaching 1 and a markedly reduced root mean square torque. The influence of inertia force on driving moment is considered by establishing the dynamic equation of the main mechanism and doing dynamic simulation. The friction power is equivalent to the corresponding additional driving power, so the influence of friction on driving moment is considered. The computer simulation results also show that the effect of multi-wells is good. According to field test data, a four-well pumping system can save 361 kWh of electricity per day. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aPumping machinery$xDesign and construction. =700 1\$aZheng, Qiang,$eauthor. =700 1\$aChen, Haixia,$eauthor. =700 1\$aZhang, Zhonghui,$eauthor. =700 1\$aYi, Peng,$eauthor. =700 1\$aLiu, Yancong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180628.htm =LDR 03271nab a2200517 i 4500 =001 JTE20180674 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180674$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180674$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP1180.S7 =082 04$a547.84$223 =100 1\$aZai, Behzad Ahmed,$eauthor. =245 10$aPrediction of Crack Depth and Fatigue Life of an Acrylonitrile Butadiene Styrene Cantilever Beam Using Dynamic Response /$cBehzad Ahmed Zai, Muhammad A. Khan, Sohaib Z. Khan, Muhammad Asif, Kamran A. Khan, Ahmad N. Saquib, Asif Mansoor, Majid Shahzad, Ahmed Mujtaba. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this article, a methodology is proposed that can be used to predict the crack growth and fatigue life of a cantilever beam made of Acrylonitrile Butadiene Styrene (ABS) manufactured with fused deposition modeling. Three beam configurations based on length ( L =110, 130, and 150 mm) are considered. Empirical relationships are formulated between the natural frequency and the crack growth. The analytical and experimental results are found to be in good agreement for all configurations. Using the experimental data, a global relation is formulated for the crack depth prediction. This global relation is useful for an in situ crack depth prediction with an error of less than 10 %. Later, a residual fatigue life of these specimens is compared with a metallic structure (Aluminum 1050) of similar configuration available in the literature. It is found that the ABS material has more residual fatigue life compared with the metallic structure at the same frequency drop. Based on the remaining fatigue life, ABS material can be a potential material to manufacture machine components under cyclic loads. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aButadiene. =650 \0$aStyrene. =650 \0$aAcrylonitrile. =700 1\$aMujtaba, Ahmed,$eauthor. =700 1\$aShahzad, Majid,$eauthor. =700 1\$aMansoor, Asif,$eauthor. =700 1\$aSaquib, Ahmad N.,$eauthor. =700 1\$aKhan, Kamran A.,$eauthor. =700 1\$aAsif, Muhammad,$eauthor. =700 1\$aKhan, Sohaib Z.,$eauthor. =700 1\$aKhan, Muhammad A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180674.htm =LDR 02856nab a2200445 i 4500 =001 JTE20180717 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180717$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180717$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710 =082 04$a624.15136$223 =100 1\$aEstabragh, A. R.,$eauthor. =245 10$aEffect of Mono Ethylene Glycol Solution on Mechanical Behavior of a Clay Soil /$cA. R. Estabragh, I. Beytolahpour, A. A. Javadi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article presents the results of an investigation into the behavior of a clay soil contaminated with mono ethylene glycol (MEG) through a program of experimental tests. Soil specimens were prepared with water or different concentrations (10, 25 and 40 %) of MEG by the slurry method. One-dimensional consolidation and consolidated undrained (CU) triaxial tests were performed on the specimens. The results of the consolidation tests showed that the preconsolidation pressure is increased and the value of λ (slope of normal consolidation line) is decreased with an increase in the concentration of MEG. In addition, the results of the CU triaxial tests indicated that the friction angles (in term of total and effective stresses) are greater for the MEG solution than for water as pore fluid, and their values are increased with an increase in the concentration of the MEG solution. It was also shown that Roscoe surface exists for contaminated soil in q , p ', v space, and its position in this space is dependent on the concentration of pore fluid. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aClay soils$xTesting. =650 \0$aClay$xAnalysis. =650 \0$aSoil mechanics. =700 1\$aJavadi, A. A.,$eauthor. =700 1\$aBeytolahpour, I.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180717.htm =LDR 02779nab a2200421 i 4500 =001 JTE20180719 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180719$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180719$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.7 =082 04$a620.44$223 =100 1\$aGao, Chenghui,$eauthor. =245 10$aEffect of Sample Tilt on Measurement of Friction Coefficient by Constant-Load Scratch Testing of Copper with a Spherical Indenter /$cChenghui Gao, Ming Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA copper microscratch test was carried out with a spherical indenter under constant normal load of 150 mN. The effect of sample tilt on the measurement of friction coefficient was investigated by rotating the sample with surface inclination between successive tests so that the indenter could experience different surface height slopes. It was found that the experimentally measured friction coefficients linearly depended on surface height slope (or surface tilt angle) under small angle tilt and became larger when the indenter climbed over the sample surface, which was explained by a geometrical intersection model. Accurate determination of the friction coefficient requires either two scratch tests with reversed sliding directions or 180° rotation of the sample with the average value being used as the coefficient of friction under nontilting condition. The true friction angle for the condition without surface inclination can be obtained by summing the experimentally measured friction angle and surface tilt angle. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aSurfaces (Physics) =650 \0$aSurfaces (Technology)$xAnalysis. =700 1\$aLiu, Ming,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180719.htm =LDR 03389nab a2200409 i 4500 =001 JTE20190130 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190130$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190130$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.9.D343 =082 04$a005.741$223 =100 1\$aBayram, Fatih,$eauthor. =245 10$aData Mining Techniques for the Prediction of Bohme Surface Abrasion Rates from Rock Properties /$cFatih Bayram. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAbrasion refers to the wearing down of rock surfaces due to abrasive grains. Abrasion resistance refers to the ability of rocks to withstand wear. Abrasion resistance is used to determine the resistance of building materials produced for flooring, cladding, and pavements and to demonstrate suitability for higher movement areas. While it is, therefore, very necessary to determine the abrasion rate of building materials prior to construction, it is, however, highly demanding and time consuming to determine abrasion rates. Thus, the aim of this study is to use some rock properties to determine abrasion rates. The study samples, consisting of 32 different types of rocks (sedimentary, metamorphic, and igneous) collected from different regions in Turkey, were subjected to some physical and mechanical tests, namely the following: unit volume weight (UVW), apparent porosity (AP), modulus of elasticity (E), uniaxial compressive strength (UCS), tensile strength (TS), Shore hardness (SH), and point load strength (PL) and Bohme abrasion tests. To ascertain the abrasion rate from some physical and mechanical properties of rocks, the results of these tests were analyzed using data mining (DM) techniques. The results showed that there are high correlation coefficients between abrasion rate and the aforementioned rock properties with the support vector machines (SVM) and random forests (RF) models obtained as R =0.882 and 0.881, respectively. This work has shown that the rock Bohme abrasion rate can be predicted from some of its physical and mechanical properties with significant level of confidence. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aData mining$xStatistical methods. =650 \0$aData mining. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190130.htm =LDR 03135nab a2200421 i 4500 =001 JTE20180752 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180752$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180752$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA681 =082 04$a496$223 =100 1\$aPapagiannakis, A. T.,$eauthor. =245 10$aModification of AC Thermal Properties to Mitigate UHI Effects /$cA. T. Papagiannakis, R. Kaphle. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAn analysis of the asphalt concrete (AC) pavement material properties that affect surface temperatures is presented. These properties affect the contribution to the urban heat island effects. Its goal is to analyze the effect of various alternative aggregate materials, such as limestone, silica, polymer, glass, and graphite, on AC pavement surface temperatures under various environmental conditions. Pavement surface temperatures were analyzed for two extreme weather locations in the United States, namely South Texas and Northern Minnesota. Long-Term Pavement Performance weather data over a year-long period were analyzed for each location using the computer model Temperature Estimate Model for Pavement Structures. The average and range of pavement temperatures were compared at a depth of 0.01 m. It was concluded that the higher the coefficient of thermal conductivity, heat capacity, and albedo of the pavement surface layer, the lower the average and maximum surface temperatures are during the summer months. Graphite was shown as a promising limestone aggregate substitute producing significant reductions in AC surface temperatures. It reduced the peak daily surface temperatures by between 3.5°C and 5°C. On the other hand, the modified AC mixtures showed mechanical properties not quite at par with those of conventional ACs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aUrban heat island. =650 \0$aPavements$xMaterials. =700 1\$aKaphle, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180752.htm =LDR 02485nab a2200433 i 4500 =001 JTE20180474 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180474$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180474$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA342 =082 04$a512.922$223 =100 1\$aChesneau, Christophe,$eauthor. =245 12$aA New Family of Distributions Based on a Poly-Exponential Transformation /$cChristophe Chesneau, Hassan S. Bakouch, Vikas Kumar Sharma. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this article, we propose a new generator of distributions based on a polynomial-exponential transformation of an existing cumulative distribution function. It naturally arises when we deal with parallel-series systems. We study some of its mathematical properties, including moments, a moment generating function, some measures of uncertainty, and a distribution of order statistics. Maximum likelihood estimation along with an extensive simulation study is discussed. The applicability of some submodels of the family is illustrated by means of two hydrologic data sets over existing distributions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aPolynomials. =650 \0$aLogarithmic functions. =700 1\$aSharma, Vikas Kumar,$eauthor. =700 1\$aBakouch, Hassan S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180474.htm =LDR 02531nab a2200421 i 4500 =001 JTE20190376 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190376$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190376$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA270 =082 04$a519.536$223 =100 1\$aMohammed, B. I.,$eauthor. =245 12$aA New Class with Decreasing Failure Rate Based on Countable Mixture and Its Application to Censored Data /$cB. I. Mohammed, S. E. Abu-Youssef, M. G. Sief. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA three-parameter generalized Poisson Lomax distribution, which contains two-parameter Lomax distribution as a special case, has to be obtained by a countable mixture with Poisson distribution. The mathematical attributes, as behavior of density and failure rate functions, compounding, moments, moment generating functions, and mean residual life, of this model and the strength-stress reliability function R, =, P, (, X, >, Y, ), , , , are studied. Additionally, the maximum likelihood estimation of the new model parameters is derived. Lastly, the practical performance of the new model is demonstrated using censored and complete data sets with simulation study. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aFailure time data analysis. =700 1\$aSief, M. G.,$eauthor. =700 1\$aAbu-Youssef, S. E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190376.htm =LDR 03101nab a2200445 i 4500 =001 JTE20180905 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180905$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180905$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625$223 =100 1\$aGraziani, Andrea,$eauthor. =245 10$aComplex Modulus Testing and Rheological Modeling of Cold-Recycled Mixtures /$cAndrea Graziani, Chiara Mignini, Edoardo Bocci, Maurizio Bocci. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis research compares the rheological behavior of different cold-recycled mixtures (CRMs) produced in-place through full-depth reclamation. Reclaimed asphalt pavement (RAP) obtained from the milling of the old asphalt layers was blended with reclaimed unbound aggregate from the existing subgrade. Asphalt emulsion, foamed asphalt, and portland cement were employed as stabilizing agents. The complex modulus was measured on cylindrical cores, applying a sinusoidal strain with an amplitude of 30 microstrain at testing temperatures ranging from 0°C to 50°C and frequencies ranging from 0.1 to 20 Hz. The Huet-Sayegh (HS) rheological model was applied to simulate the experimental data. The results showed that the behavior of CRM is thermo- and frequency-dependent and that the time-temperature superposition principle can be applied. The HS model provides an excellent fitting of the dynamic modulus data, whereas fitting of the loss angle data was improved, introducing a temperature- and frequency-independent correction. The RAP influences the rheological behavior, but viscous dissipation is mainly due to the asphalt-stabilizing agents (emulsion residue or foamed asphalt) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aPavements, Asphalt$xRecycling. =650 \0$aAsphalt. =700 1\$aBocci, Maurizio,$eauthor. =700 1\$aBocci, Edoardo,$eauthor. =700 1\$aMignini, Chiara,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180905.htm =LDR 03319nab a2200433 i 4500 =001 JTE20190322 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190322$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190322$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL521.3 =082 04$a620$223 =100 1\$aJerina, K. L.,$eauthor. =245 10$aFatigue of Tungsten Fiber/Copper Matrix Composite-An Interlaboratory Study /$cK. L. Jerina, M. R. Mitchell. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSeven laboratories participated in an interlaboratory study to assess the applicability of ASTM E606, Test Method for Strain-Controlled Fatigue Testing , to strain-controlled fatigue of a tungsten fiber/copper matrix composite (Battelle Columbus, University of Iowa, IITRI, MCL, MarTest, Rockwell International Science Center and University of Twente). Because of the material and specimen fabrication methods, the number of fibers in the 9, 25, and 36 % fiber volume fraction specimens is approximately the same and the strain-life data are nearly identical for each of the volume fractions. Although the specimen aspect ratio is within the nominal range, the specimen diameter is less than the nominal value specified in ASTM E606. Laboratories reporting data noted that a small specimen diameter and a large gage section aspect ratio made specimen alignment difficult. Thus, specimen buckling was problematic at high strain ranges. The study data are reported and analyzed with nonparametric and semiparametric statistical methods to assess the effect of study covariates on fatigue life. The median fatigue life, median absolute deviation from the median, and interquartile range are reported as measures of central tendency and variability. ASTM E606 may be used as a guide to evaluate the fatigue response of this type of composite material if the length-to-diameter aspect ratio, specimen alignment in the fatigue machine, and specimen surface finish are closely monitored to ensure valid data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aTungsten. =650 \0$aCopper. =650 \0$aMetallic composites. =700 1\$aMitchell, M. R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190322.htm =LDR 03239nab a2200421 i 4500 =001 JTE20180460 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180460$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180460$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.5 =082 04$a620$223 =100 1\$aMurali, Kante,$eauthor. =245 10$aProbability of Detection Analysis of Frequency Modulated Thermal Wave Imaging to Glass Fiber-Reinforced Composite Materials for Nondestructive Testing /$cKante Murali, D. V. Rama Koti Reddy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe probability of detection (POD) is the minimum detectable size of defects that helps in selecting an appropriate method for nondestructive testing (NDT) for a particular application and it is usually expressed as a function of defect size or aspect ratio (dimension/depth). It is a measure of the efficiency of an inspection process which is used to quantify the capability of the NDT method. For characterizing and quantifying the inspection capability and reliability of the method, POD curves are analyzed. The objective of this study is to measure the efficiency of an image processing algorithm that can locate defected areas that may be present in the analyzed sample in a completely automated way. In this article, for Frequency Modulated Thermal Wave Imaging (FMTWI), different data processing algorithms are compared by POD curves. POD curves of different segmentation algorithms for different processing algorithms are also carried out and compared with the proposed segmentation algorithm. The POD curves of the hit/miss data processing are used for estimating the detection capability and FMTWI image of glass fiber-reinforced composites, and the effects of the defect aspect ratio with 90 % POD (r90) and the defect aspect ratio for which a 90 % POD is reached at the 95 % confidence level (r90/95) on POD curves are compared. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aNondestructive testing. =650 \0$aInfrared imaging. =700 1\$aRama Koti Reddy, D. V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180460.htm =LDR 02529nab a2200421 i 4500 =001 JTE20180567 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180567$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180567$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a671$223 =100 1\$aQian, Cheng,$eauthor. =245 10$aInvestigation of Normalization Method for SE(T) Specimen Based on Experimental and Numerical Studies /$cCheng Qian, Wenxing Zhou, Yifan Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe present study is focused on the application of the normalization method (NM) to develop the J -integral resistance ( J-R ) curve based on the clamped single-edge (notched) tension (SE(T)) specimen. The investigation involves experimental data obtained from six previously tested SE(T) specimens and 3-D finite element analyses that employ the Gurson-Tvergaard-Needleman constitutive model and computational cell methodology. The results of the investigation indicate that the NM method is a viable alternative for developing the J-R curve using the SE(T) specimen. A so-called k factor is proposed to further improve the computational efficiency of the NM method for the SE(T) specimen. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aWelded joints$xStandards. =700 1\$aHuang, Yifan,$eauthor. =700 1\$aZhou, Wenxing,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180567.htm =LDR 03762nab a2200493 i 4500 =001 JTE20180894 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180894$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180894$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTF203 =082 04$a625.1$223 =100 1\$aKhairallah, Diana,$eauthor. =245 10$aInfluence of the Bituminous Layer on Temperature and Water Infiltration in Railway Structures of the Bretagne-Pays de la Loire High-Speed Line /$cDiana Khairallah, Juliette Blanc, Pierre Hornych, Jean-Michel Piau, Louis-Marie Cottineau, Simon Pouget, Alain Ducreau, Frederic Savin, Mohsen Hosseingholian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe phenomena of settlement and wear of the ballast under dynamic stresses lead to high frequencies and high maintenance costs on high-speed railway lines. Studies have shown that these settlements are linked to high accelerations produced in the ballast by the passage of high-speed trains (HST). A layer of asphalt concrete (GB) was introduced under the ballast layer on the high-speed line Bretagne-Pays de Loire (BPL HSL). It is intended, among other things, to reduce the amplitude of accelerations produced at the passage of the HST and thus improve the durability of the track. The BPL HSL spans 105 km, with a sublayer of asphalt concrete under the ballast and 77 km with a granular sublayer (UGM). To evaluate the performance of the structures with bituminous sublayer and to compare it with traditional structures with granular sublayer, four track sections have been instrumented during construction. This article presents the different sensors of the instrumentation, as well as the acquisition system installed to collect measurements. The focus, in this study, concerns the temperature, water content, and vertical settlement measurements made on the instrumented sections. Temperature variations recorded during two years on the railway structure with bituminous sublayer were analyzed and compared with those measured on a classical bituminous pavement. Influence of the bituminous layer on water infiltration and track settlements has also been studied. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aRailroads$xBuildings and structures. =700 1\$aHosseingholian, Mohsen,$eauthor. =700 1\$aSavin, Frederic,$eauthor. =700 1\$aDucreau, Alain,$eauthor. =700 1\$aPouget, Simon,$eauthor. =700 1\$aCottineau, Louis-Marie,$eauthor. =700 1\$aPiau, Jean-Michel,$eauthor. =700 1\$aHornych, Pierre,$eauthor. =700 1\$aBlanc, Juliette,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180894.htm =LDR 02936nab a2200397 i 4500 =001 JTE20170701 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170701$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170701$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA248.5 =082 04$a658.4038011$223 =100 1\$aAyhan, Mustafa Batuhan,$eauthor. =245 10$aSupplier Evaluation with Hesitant Fuzzy Analytic Hierarchy Process in Bearing Sector and Consistency Analysis /$cMustafa Batuhan Ayhan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (23 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe bearing sector has a demand for high precision and expensive machine tools. To ensure product quality and reduction of operating costs, the manufacturers in this sector should develop an appropriate supplier evaluation mechanism for the bearings. Therefore, this study presents a Hesitant Fuzzy Analytic Hierarchy Process (HF-AHP) technique for the evaluation of suppliers. HF-AHP, which is an extension of the well-known Fuzzy AHP (F-AHP), allows more space to decision makers while they are performing pairwise comparisons in hesitant situations. This article also introduces a consistency analysis technique for the preferences. This technique firstly sorts out the hesitancy and then deals with fuzzy comparisons. In addition, to demonstrate the applicability of the proposed approach, a case study is presented as a numerical example in the bearing industry. The results of this application are compared with the results of the same case that was previously handled with the traditional F-AHP method in the literature. Finally, sensitivity analysis, which is performed to check the robustness of the decision, investigates the effects of changes in criteria weights. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aFuzzy logic. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170701.htm =LDR 03216nab a2200469 i 4500 =001 JTE20180149 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180149$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180149$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA481.5 =082 04$a621$223 =100 1\$aSteinwolf, A.,$eauthor. =245 10$aOn the Use of Kurtosis Control Methods in Shaker Testing for Fatigue Damage /$cA. Steinwolf, B. Cornelis, B. Peeters, H. Van der Auweraer, A. Rivola, M. Troncossi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aRandom vibration testing with increased kurtosis introduces high peaks into shaker drive signals to simulate land vehicle vibration more accurately and also to shorten the required test time. Two methods of controlling kurtosis by phase manipulation in the inverse fast Fourier transform were implemented, tested, and compared. The first method generates high-kurtosis excitations with a gradual, smooth pattern of peak heights from low to high, and the second method produces isolated high peaks with intervals of stable background vibration between them. When applying a kurtosis increase for accelerated fatigue damage testing, the kurtosis control method must be able to pass high-kurtosis values from the generated shaker table vibration into the stress response of the unit under test. However, this is not always the case, and only one of the considered methods was capable of doing so. In the article, the fatigue damage spectrum model was used for an evaluation of the time to failure. An experimental study was carried out using operational vibration measured in a car. Shaker testing of cantilever specimens was performed for Gaussian, non-Gaussian, and accelerated non-Gaussian excitations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aMetals$xFatigue. =650 \0$aMetallic composites. =700 1\$aTroncossi, M.,$eauthor. =700 1\$aRivola, A.,$eauthor. =700 1\$aVan der Auweraer, H.,$eauthor. =700 1\$aPeeters, B.,$eauthor. =700 1\$aCornelis, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180149.htm =LDR 02866nab a2200469 i 4500 =001 JTE20180595 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180595$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180595$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTC1650 =082 04$a620.4162$223 =100 1\$aZechao, Zhang,$eauthor. =245 10$aExperimental Study on the Buckling of Subsea Pipe-in-Pipe Systems /$cZhang Zechao, Yu Jinghai, Chen Zhihua, Huang Jinchao, Wang Zhe, Liu Hongbo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aGlobal buckling often occurs in high-temperature and high-pressure subsea pipe-in-pipe (PIP) systems. However, only a few studies, especially experimental studies, have been conducted on the lateral buckling of PIP systems. An experimental study on the lateral buckling of a PIP system was carried out in this article. The experimental device for the global buckling of oil temperature-loaded PIP system was designed, and the lateral buckling experiment was carried out for nine groups of PIP systems. The working mechanism of the PIP system was obtained through the experiment, and the critical point for pipeline buckling was determined according to the sum of the axial forces of the outer and inner pipes. The experimental results indicated that the lateral buckling response were related to the wavelength l 0 , whereas the effect of amplitude Vm was relatively small. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aOcean engineering. =650 \0$aUnderwater pipelines. =700 1\$aHongbo, Liu,$eauthor. =700 1\$aZhe, Wang,$eauthor. =700 1\$aJinchao, Huang,$eauthor. =700 1\$aZhihua, Chen,$eauthor. =700 1\$aJinghai, Yu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180595.htm =LDR 03298nab a2200433 i 4500 =001 JTE20180331 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180331$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180331$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA472 =082 04$a669.142$223 =100 1\$aLong, Junbi,$eauthor. =245 10$aStudy on the Mechanism of Carbon Steel Sparks /$cJunbi Long, Xiaobo Li, Deng Pan, Dian Peng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSpark testing is an effective and convenient method that can be used be identify general classification of the steel material by observing the sparks projected by the grinding wheel. In order to more accurately identify the type of spark, the spark streams of carbon steels are described and illustrated by a high-speed camera. The appearance and phase analysis of the residues collected from the spark streams are studied separately by scanning electron microscope and X-ray diffractometer. Results show that the spark streams are the trajectory of the movement of carbon steel wear debris. The luminescence of the debris is provided by the heat released by the iron oxidation reaction. The carbon burst is caused by the explosion of carbon monoxide (CO) on the surface of carbon steel wear debris, and CO is produced by the reduction reaction of carbon and iron oxides. The main shape of the residues is flaky and spherical. There are some holes caused by carbon burst on the surface of the spherical residues. For the qualitative phase analysis of the residues, the main phase is composed of iron, ferrous oxide (FeO), ferric oxide (Fe 2 O 3 ), and ferroferric oxide (Fe 3 O 4 ). As the increase of the carbon content of steel, the quantity of iron phase is greatly reduced, and the quantity of Fe 2 O 3 and Fe 3 O 4 phase is gradually increased. Moreover, the amount and density of carbon burst is increased, and the number of the holes in the spherical residues are also increased. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aCarbon steel. =700 1\$aPeng, Dian,$eauthor. =700 1\$aPan, Deng,$eauthor. =700 1\$aLi, Xiaobo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180331.htm =LDR 03049nab a2200457 i 4500 =001 JTE20180883 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180883$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180883$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA683.94 =082 04$a624.1/83412$223 =100 1\$aZhang, Jia-Xuan,$eauthor. =245 10$aExperimental Evaluation of Strut-and-Tie Model of Anchorage Zone in Posttensioned Concrete Structures /$cJia-Xuan Zhang, Dong-Wei Hou, Jian-Li Zhao, Shui-Long Shen, Suksun Horpibulsuk. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article presents a series of experimental investigations assuming the strut-and-tie model (STM) for anchorage zones in posttensioned concrete structures. The test design for concrete samples is based on finite element analysis for a prestressing process. For end anchorage specimens, the relative location of the reinforcement centroid with respect to the bursting force center was investigated. The test results indicate that the specimen with the coincident reinforcement centroid shows the best performance in resisting the tension load. The presence of spiral reinforcement in the region below the bearing plate results in a redistribution of internal stresses in the anchorage zone. Therefore, Mörsch's model should be refined by moving the STM configuration down by a distance of a quarter of the anchor size. For the interior anchorage zone, the test results confirm that the modified International Federation for Prestressing model offers a safe but economical STM scheme for the interior anchorage zone. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aPost-tensioned prestressed concrete. =650 \0$aConcrete slabs. =700 1\$aHorpibulsuk, Suksun,$eauthor. =700 1\$aShen, Shui-Long,$eauthor. =700 1\$aZhao, Jian-Li,$eauthor. =700 1\$aHou, Dong-Wei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180883.htm =LDR 03590nab a2200421 i 4500 =001 JTE20180681 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180681$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180681$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL295 =082 04$a629.2482$223 =100 1\$aAl-Haddad, Abdulhaq Hadi. Abedali,$eauthor. =245 10$aDevelopment of a Trailer to Measure the Noise Generated at the Interface between Tire and Pavement Surface /$cAbdulhaq Hadi. Abedali Al-Haddad, Tuqa Khalid Ibrahim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aNoise pollution is another environmental pollutant to be formally recognized as an actual threat to human health and the quality of life. The growth in noise pollution is unsustainable because it involves direct and cumulative adverse health effects. Pavement characteristics are one of the important factors affecting noise generation and propagation. The selection of an appropriate pavement mixture or texture with the proper maintenance efforts is the best method to control the main cause of pavement noise. Therefore, the major objective of this research study was to develop a methodology to evaluate tire-pavement noise. Other objectives were investigating the effect of the pavement surface characteristics on the generation and propagation of the noise of asphalt concrete (AC) and portland cement concrete (PCC) at varying traffic speeds, and finally the development of a statistical model for prediction tire-pavement noise at varying traffic speeds. Field noise measurements were performed using a noise trailer developed in this study and attached to the parent vehicle. Overall, PCC sections with higher skid resistance and lower average texture depth produced the highest noise levels compared with the conventional AC sections; PCC type had an average difference of about 1 dB(A) compared with the AC pavement. The presence of surface distress led to increasing the tire-pavement noise level by 7 dB(A). There were increments of about 1 dB(A) and 7 dB(A) to change vehicle speed from 20 to 40 km/h and from 40 to 60 km/h, respectively. Regarding the measurement period effect on the tire-pavement noise level, tire-pavement noise had an increment of about 7 dB(A) during daytime compared with night. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aTires$xTraction. =650 \0$aPavements. =700 1\$aIbrahim, Tuqa Khalid,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180681.htm =LDR 03217nab a2200433 i 4500 =001 JTE20180388 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180388$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180388$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE220.3 =082 04$a624.283$223 =100 1\$aMeng, Dewei,$eauthor. =245 10$aNondestructive Corrosion Evaluation of Reinforced Concrete Bridge Decks with Overlays :$bAn Experimental Study /$cDewei Meng, Shibin Lin, Hoda Azari. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (22 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aConcrete corrosion induced by deicing agents can decrease the durability of concrete bridge decks by causing cross-sectional loss of reinforcement, concrete delamination, and spalling owing to the expansion of corroded reinforcement. The installation of overlays can extend the service life of the deteriorated decks. However, overlays present challenges in the evaluation of the corrosion condition of the underlying decks. This laboratory study employed three nondestructive testing (NDT) methods to assess the effects of seven types of overlays on corrosion evaluation for concrete bridge decks. The NDT methods were electrical resistivity (ER), ground-penetrating radar (GPR), and half-cell potential (HCP). The ER method could not evaluate the corrosive environment in the concrete decks through the overlays. The GPR method could detect the corrosive environment through four of the seven overlays. The HCP method could detect the decrease of electrical potential over the actively corroded reinforcement for all seven specimens; however, only two of the seven specimens could be identified as having active corrosion per ASTM C876-15, Standard Test Method for Corrosion Potentials of Uncoated Reinforcing Steel in Concrete . Overlay debonding did not affect GPR and HCP testing results in this study. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aPavements$xOverlays. =650 \0$aConcrete bridges$xFloors$xMaintenance and repair. =700 1\$aAzari, Hoda,$eauthor. =700 1\$aLin, Shibin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180388.htm =LDR 02717nab a2200433 i 4500 =001 JTE20190445 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190445$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190445$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.N35 =082 04$a620.193$223 =100 1\$aLi, Peng,$eauthor. =245 10$aParameter Analysis of CNT Yarns in Smart 3-D Braiding Composites /$cPeng Li, Zhenkai Wan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAn important method for making smart three-dimensional (3-D) braiding composites is to use embedded carbon nanotube (CNT) yarn sensors with 3-D braiding technology. According to the braiding structure of 3-D six-direction braiding composites, the mathematical model of carrier movement of braiding machine is constructed. The method for calculating the number and length of embedded CNT yarns with intelligent composites is proposed. The characteristics of resistance changing for CNT yarns under loading are analyzed. Experiments show that the error of the length and actual length of the CNT yarn calculated by the Bezier curve is less than 1 %. When the tensile strain exceeds 2 %, the strain of the embedded CNT yarns begins to appear nonlinear. The loading and unloading of the specimen have some influence on the resistance change of the CNT yarn. After the load is unloaded, the CNT yarn will produce the residual resistance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aNanotubes. =650 \0$aCarbon. =650 \0$aTubes. =700 1\$aWan, Zhenkai,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190445.htm =LDR 03178nab a2200445 i 4500 =001 JTE20180555 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180555$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180555$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTG325.6 =082 04$a624.253$223 =100 1\$aRobison, Tyler W.,$eauthor. =245 10$aEvaluating Concrete Damage in Bridge Decks with and without Overlays Using Nondestructive Testing Procedures /$cTyler W. Robison, Christopher L. Barnes, Yajai Tinkey, Jennifer E. Tanner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe state of Wyoming alone has 13.1 million square feet of bridge deck, and evaluation of those decks has become an important part of the Wyoming Department of Transportation's (WYDOT) management of bridge repairs. The authors believe that development and advancement of nondestructive evaluation methods over the past 25 years may provide a more efficient, standardized, and accurate method for evaluating bridge deck conditions compared with current practices. A study was performed on three bridge decks in Wyoming: the First Street Bridge in Casper, the Douglas I-25 Bridge, and the Remount I-80 Bridge. For each bridge, an investigation was done using standard WYDOT practices for chain dragging. In addition, the bridges were evaluated using impact echo, thermal imaging, and ground-penetrating radar (GPR) techniques. All three methods considered were successful, and the damage locations between the impact echo, thermal imaging, and GPR generally correlated well. Based on this study, a complete bridge deck evaluation should combine impact echo with GPR testing to provide the most accurate predictions of delamination and debonding in support of optimal maintenance decisions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aDamage in Bridge Decks. =650 \0$aNondestructive testing. =700 1\$aTanner, Jennifer E.,$eauthor. =700 1\$aTinkey, Yajai,$eauthor. =700 1\$aBarnes, Christopher L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180555.htm =LDR 03969nab a2200433 i 4500 =001 JTE20180906 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180906$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180906$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL725.3.R8 =082 04$a629.1363$223 =100 1\$aGarg, Navneet,$eauthor. =245 10$aAccelerated Pavement Testing of Perpetual Pavement Test Sections under Heavy Aircraft Loading at FAA's National Airport Pavement Test Facility /$cNavneet Garg, Qiang Li, David Brill. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSix flexible pavements were constructed for construction cycle 7 (CC7) at the Federal Aviation Administration (FAA) National Airport Pavement Test Facility in Atlantic City, New Jersey. Four test sections on the north side measure 200 mm (LFP-4), 250 mm (LFP-3), 300 mm (LFP-2), and 375 mm (LFP-1) that are made of hot mix asphalt (HMA) over an aggregate subbase (thickness varying between 850 and 1,025 mm) resting on a subgrade with a California bearing ratio of 5.5. The fifth test section, LFC-5, is conventional flexible pavement with 125 mm of HMA over aggregate base and subbase, and the LFC-6 structure is the same as LFC-5 except that the crushed stone base layer is replaced with asphalt-stabilized drainable base. The objective of CC7 tests is to develop perpetual pavement design criterion and to validate or refine the fatigue model for HMA in airport pavement thickness design software FAARFIELD. The HMA fatigue model is based on the ratio of dissipated energy change (RDEC). Four fiber optic strain plates were installed to measure transverse and vertical strains at top and transverse strains at bottom within the HMA layer. Full-scale accelerated pavement tests were performed. Traffic test load parameters were six-wheel gear, 245-kN wheel load (gear load 1,470 kN), and 4-kmph speed. Pavement performance was monitored using crack maps, straight edge rut depth, and surface profile measurements. LFC-5 and LFP-4 showed significant fatigue cracks and rutting. LFP-1 and LFP-2 performed well with no signs of cracking. This article presents a discussion on the RDEC fatigue model, pavement thickness design, pavement material characterization test results, pavement instrumentation, accelerated pavement tests under heavy aircraft gear loads, and pavement responses measured using embedded sensors. The test section performance shows that, under loading conditions used in the study, by increasing HMA thickness from 25.4 to 30.5 cm, fatigue cracking was eliminated for the duration of testing (38,000 passes) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aRunways (Aeronautics)$xTesting. =650 \0$aPavements$xSubgrades$xTesting. =700 1\$aBrill, David,$eauthor. =700 1\$aLi, Qiang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180906.htm =LDR 03043nab a2200409 i 4500 =001 JTE20180716 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180716$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180716$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ785 =082 04$a629.2504$223 =100 1\$aDhamodaran, Gopinath,$eauthor. =245 12$aA Comparison Study on Emission Characteristics of Using Higher Alcohol Oxygenates with Gasoline in a Multipoint Fuel Injection Spark-Ignition Engine /$cGopinath Dhamodaran, Ganapathy Sundaram Esakkimuthu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aUsage of oxygenates has become common practice for improving gasoline properties. In this study, two oxygenates, one from the ether family (diisopropyl ether (DIPE)) and one from the alcohol family (n-butanol), were mixed with gasoline at 5, 15, and 25 % by volume to get D5, D15, D25, N5, N15, and N25 blends. Blends of DIPE (D5, D15, and D25) and n-butanol (N5, N15, and N25) were tested in a four-stroke four-cylinder multipoint fuel injection spark-ignition engine at 0.33 MPa (brake mean effective pressure) over a speed range of 1,400 to 2,800 r/min with 200 r/min increments. The performance and emission behavior obtained from blends of DIPE and n-butanol were compared with base gasoline. Lower hydrocarbon and carbon monoxide emissions are observed for oxygenate blends than for gasoline. However, blends of DIPE and butanol emitted higher nitrogen oxide (NO x ) than gasoline. The retarded spark timing from 14° before top-dead-center (bTDC) to 12° bTDC reduced NO x emissions from blends. The study also concludes that DIPE is a suitable and comparable oxygenate additive to n-butanol and offers high knock resistance equal to n-butanol. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aSpark ignition engines. =700 1\$aEsakkimuthu, Ganapathy Sundaram,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180716.htm =LDR 03369nab a2200421 i 4500 =001 JTE20180928 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180928$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180928$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK1087 =082 04$a621.31244$223 =100 1\$aGowrishankar, A.,$eauthor. =245 10$aExperimental Validation of Solar Photovoltaic-Based Unified Power Quality Conditioner with Modified Power Angle Control Scheme /$cA. Gowrishankar, M. Ramasamy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (24 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article proposes a modified Power Angle Control (PAC) strategy for a Unified Power Quality Conditioner (UPQC) with Distributed Generation (DG) for the viable interconnection of a Solar Photovoltaic (SPV) system into the network. The UPQC is composed of both shunt and series Active Power Filters (APFs). Shunt and series APFs are the standout among the best custom power devices, which gives compensation to current- and voltage-based unsettling influences distinctly. In the SPV-interconnected UPQC, the shunt APF supplies power from DG to the associated load, apart from providing a reactive power request, which prompts an expansion in the Volt-Ampere (VA) burden after its rating. The PAC scheme intends the successful use of series and shunt APFs through the sharing of reactive power to decrease the VA burden on shunt APF. The PAC strategy depends on an enhanced Synchronous Reference Frame that is equipped with a Second-Order Generalized Integrator-based Phase Locked Loop, which has simple calculations, is vibrant, and utilizes existing estimations of the SPV-incorporated UPQC. The execution of the proposed SPV-incorporated UPQC is examined with the presence of nonlinear and reactive burdens. The dynamic performance of the SPV-UPQC is checked under the grid disturbances, for example, voltage sag, swell, varying load, and change in sunlight-based light. The viability of the proposed control strategy is assessed through the digital simulation and equipment exploratory model results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aPhotovoltaic power generation. =650 \0$aSolar cells. =700 1\$aRamasamy, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180928.htm =LDR 03086nab a2200421 i 4500 =001 JTE20190165 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190165$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190165$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.84$223 =100 1\$aRaab, Christiane,$eauthor. =245 10$aMechanical Evaluation of Concrete Bridge Deck Pavement Systems /$cChristiane Raab, Manfred N. Partl. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAsphalt pavement systems for concrete bridge decks must not only comply with requirements from traffic and environmental exposure but also provide protection of the concrete structures against corrosive attacks from water or deicing agents. These multifunctional expectations are major challenges not only from the material side but also from the experimental side as to the evaluation of the right test methods for assessing the mechanical behavior of the whole multilayer pavement system. In this article, the results of a research project comparing different asphalt pavement systems for alpine regions are presented. These systems consist of hot rolled and mastic asphalt for wearing and protection layers placed on waterproofing systems with polymer bitumen sheets, liquid polymer, and mastic asphalt. The study revealed both the mechanical differences between the different systems and the weaknesses or strengths of different mechanical tests, clearly demonstrating that one has to be careful in interpreting seemingly contradictory results of different test methods. In particular, it was interesting to see that the rutting assessment for some systems differs between cyclic compression tests and rutting tests conducted with a model mobile load simulator. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aBridges$xFloors$xTesting. =650 \0$aHigh strength concrete$xAdditives. =700 1\$aPartl, Manfred N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190165.htm =LDR 03945nab a2200433 i 4500 =001 JTE20190109 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190109$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190109$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE251 =082 04$a625.85$223 =100 1\$aLucas Júnior, Jorge Luiz Oliveira,$eauthor. =245 10$aInfluence of Aggregate-Binder Adhesion on Fatigue Life of Asphalt Mixtures /$cJorge Luiz Oliveira Lucas Júnior, Lucas Feitosa de Albuquerque Lima Babadopulos, Jorge Barbosa Soares. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe adhesiveness between aggregate and asphalt binder is believed to affect the life cycle of asphalt pavements, mainly in the presence of water. One of the most common asphalt pavement distresses is fatigue cracking. The objective of this article is to investigate the relationship between adhesion properties and fatigue life of asphalt mixtures. The asphalt bond strength test was used to measure adhesion (pull-off tensile strength) at two different moisture conditioning states: unconditioned (or dry) and conditioned in distilled water for 24 h at 40°C. The test consists of measuring the pull-off pressure required to break an aggregate-binder interface, called the pull-off tensile strength. For the fatigue damage characterization of the mixtures, controlled crosshead sinusoidal tension-compression tests were used, associated with the Simplified Viscoelastic Continuum Damage modeling protocol. Four asphalt mixtures were investigated. They share the same aggregate gradation but differ in aggregate source (two different sources) and the presence or absence of an anti-stripping agent. The mixture with pure asphalt binder showed higher values of pull-off tensile strength than mixtures with asphalt binder doped by an anti-stripping agent. However, the analysis of the pull-off tensile strength ratio (comparison between unconditioned and moisture-conditioned specimens) showed that the addition of anti-stripping agent provided significant moisture damage resistance in the aggregate-binder interface. Results also show that mixtures with asphalt binder modified by anti-stripping agent had higher simulated fatigue life than mixtures with pure asphalt binder. Excellent correlations were obtained between the strain amplitude required to obtain a given @ Nf (strain amplitude @ Nf ) with pull-off tensile strength, which confirms that the fatigue life of asphalt mixtures is related to the adhesion between aggregate and asphalt binder. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aBinders (Materials) =650 \0$aPavements, Asphalt$xTesting. =700 1\$aSoares, Jorge Barbosa,$eauthor. =700 1\$aBabadopulos, Lucas Feitosa de Albuquerque Lima,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190109.htm =LDR 03862nab a2200445 i 4500 =001 JTE20180908 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180908$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180908$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1001 =082 04$a625.8/5$223 =100 1\$aDeCarlo, Christopher,$eauthor. =245 10$aComparative Evaluation of Moisture Susceptibility Test Methods for Routine Usage in Asphalt Mixture Design /$cChristopher DeCarlo, Eshan V. Dave, Jo E. Sias, Gordon Airey, Rajib Mallick. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAsphalt materials experience substantial amounts of environmental damage throughout their lives as surface layers in pavements. One of the most prominent forms of environmental damage, moisture-induced damage, is caused by the weakening of internal bonds of the material because of the presence of moisture in the voids of asphalt mixtures and is a common problem for asphalt pavements in wet climates. Moisture-induced damage is typically accounted for during asphalt mixture design by conducting performance tests to ensure the material is not susceptible to severe damage from moisture, although many of these methods have seen mixed amounts of success historically. The main objective of this study is to evaluate the ability of multiple asphalt mixture moisture susceptibility tests to identify good and poor performing mixtures with respect to moisture-induced damage to replace current mix design testing requirements. Ten plant-produced hot mix asphalt materials with established good and poor field moisture performance were subjected to various moisture susceptibility test methods. The results from these procedures are assessed to determine which procedure is most effective and practical as a moisture susceptibility test for routine usage during asphalt mixture design for transportation agencies. Results from this study suggest that performance tests with stiffness-based measurements, such as dynamic modulus paired with moisture conditioning and the saturated aging tensile stiffness procedure, show better correlation to field performance than traditional test methods such as AASHTO T-283, Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage , and that the Hamburg wheel tracker test is the most effective and practical test method to reliably identify mixtures prone to experiencing moisture-induced damage. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aPavements, Asphalt concrete$xTesting. =700 1\$aMallick, Rajib,$eauthor. =700 1\$aAirey, Gordon,$eauthor. =700 1\$aSias, Jo E.,$eauthor. =700 1\$aDave, Eshan V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180908.htm =LDR 04141nab a2200481 i 4500 =001 JTE20180350 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180350$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180350$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ185 =082 04$a681.75$223 =100 1\$aSchwerin, Matthew R.,$eauthor. =245 10$aEvaluation of Apparatus Used to Test Liquid through Protective Materials :$bComparison of a Modified Dot-Blot Apparatus to the ASTM Penetration Cell /$cMatthew R. Schwerin, Lee Portnoff, Jennifer L. Furlong, Srilekha S. Das, Edward A. Gordon, Terry O. Woods, Steven C. Wood, Anne D. Lucas. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPersonal protective equipment (PPE), such as gowns used in the latest Ebola outbreak in Western Africa, are critical in preventing the spread of deadly diseases. Appropriate test systems and test soils are needed to adequately evaluate PPE. ASTM F903, Standard Test Method for Resistance of Materials Used in Protective Clothing to Penetration by Liquid , has been used for decades to test fabrics' resistance to liquid penetration. However, this test apparatus requires at least 60 mL of test solutions, is labor intensive, and has problems with leakage around the gaskets. We compared the F903 test apparatus to a modified dot-blot apparatus to evaluate the visual penetration of a blood test soil. A series of commercially available gowns and drapes were tested in each apparatus. Using blood test soil at 2 psi, there was no statistically significant difference between the two methods except for in one gown. By comparing this gown in the ASTM test apparatus with and without a screen, the particular screen selected did not account for the difference between the dot-blot and F903 apparatuses; however, it is conceivable that a particular screen/fabric combination could account for this difference. The modified dot-blot apparatus was evaluated using three different test solutions: blood, vomit, and a labeled protein (goat anti-rabbit immunoglobulin G-horseradish peroxidase [GaR IgG-HRP]) in a blood test soil solution. This testing revealed significant difference in penetration for some of the PPE garments. The modified dot-blot had several large advantages over the ASTM apparatus-over six times less specimen volume and no edge or gasket leakage. In addition, nitrocellulose can be easily incorporated into the modified dot-blot apparatus, enabling the trapping of viruses and proteins that penetrate PPE-thus permitting the use of antibodies to quickly and sensitively detect penetration. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aScientific apparatus and instruments. =700 1\$aLucas, Anne D.,$eauthor. =700 1\$aWood, Steven C.,$eauthor. =700 1\$aWoods, Terry O.,$eauthor. =700 1\$aGordon, Edward A.,$eauthor. =700 1\$aDas, Srilekha S.,$eauthor. =700 1\$aFurlong, Jennifer L.,$eauthor. =700 1\$aPortnoff, Lee,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180350.htm =LDR 03843nab a2200457 i 4500 =001 JTE20180890 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180890$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180890$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1001.5 =082 04$a625.8/5$223 =100 1\$ade Lima, Caroline Dias Amancio,$eauthor. =245 10$aMechanical Characterization of Fine-Grained Lateritic Soils for Mechanistic-Empirical Flexible Pavement Design /$cCaroline Dias Amancio de Lima, Laura Maria Goretti da Motta, Francisco Thiago Sacramento Aragão, Antonio Carlos Rodrigues Guimarães. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aFine-grained lateritic soils, which are typically found in tropical regions and have been used successfully in low-cost pavements, are often considered inadequate for the base and subbase pavement layers when the material selection is based on the California bearing ratio (CBR). When analyzed in repeated load triaxial (RLT) test equipment, which is the most frequently used device to analyze the mechanical behavior of unbound pavement materials, fine-grained lateritic soils exhibit low levels of plastic deformation. Thus, to allow more appropriate analyses of the mechanical behavior of such soils compared to traditional CBR-based analyses, resilient modulus and permanent deformation tests using RLT test equipment were performed. Then, multifactorial regression analysis of the experimental results was performed to identify the parameters of the material models that are implemented in the Brazilian mechanistic-empirical pavement design software program, MEDINA. The experimental program included material characterization in accordance with the so-called miniature, compacted, tropical (MCT) methodology that is tailored specifically to classify tropical soils. For one of the lateritic soils, two key parameters, i.e., the stress level and compaction moisture content, were varied in the RLT permanent deformation tests. An additional numerical analysis using MEDINA was conducted to evaluate the structural characteristics of flexible pavements composed of the four lateritic soils analyzed in this study. In general, the results obtained from this study indicate that lateritic soils can potentially be used as base and subbase layers in flexible pavement structures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aPavements, Flexible$xDesign and construction. =650 \0$aPavements. =650 \0$aPavements, Flexible. =700 1\$aGuimarães, Antonio Carlos Rodrigues,$eauthor. =700 1\$aAragão, Francisco Thiago Sacramento,$eauthor. =700 1\$ada Motta, Laura Maria Goretti,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180890.htm =LDR 03671nab a2200433 i 4500 =001 JTE20180957 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180957$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180957$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1001.5 =082 04$a625.85$223 =100 1\$aKadhim, Hawraa,$eauthor. =245 10$aEvaluating the Performance of the Asphalt Mixes Containing Reclaimed Asphalt Pavement by Considering the Effect of Silo Storage Time /$cHawraa Kadhim, Hassan Baaj. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe use of reclaimed asphalt pavement (RAP) in hot mix asphalt (HMA) has been increasing in the last few decades because of its cost benefits and because of a compelling need to preserve the environment and natural resources. It is commonly assumed that HMA containing RAP (HMA-RAP) has an improved resistance to permanent deformation (rutting) and decreased resistance to the fatigue cracking. This is due to the fact that asphalt binder contained in the RAP has been oxidized over the years and is typically stiffer than virgin asphalt binder. However, during the production stage of the HMA-RAP, the blending between aged and virgin asphalt binders would be incomplete or partial, which would lead to heterogeneous distribution of the aged and virgin asphalt binders within the asphalt mix with RAP. Therefore, the purpose of this article is to evaluate the effect of silo storage on the blending mechanism between virgin and RAP asphalt binders and the impact that this would have on performance of the mix. Two plant-produced asphalt mixes (HL-3 and HL-8), typically used in the province of Ontario for surface and base courses in flexible pavements, were considered in this study. The mixes were designed with 15 and 30 % RAP, respectively, and the samples were collected immediately after the production (0 h) or at different silo storage times (1, 4, 8, and 12 h). The temperatures of the collected materials were closely monitored and recorded. The findings of this research indicated that silo-stored samples exhibited some improvement in their rutting and fatigue resistance. The examination of the dynamic modulus master curves indicated that the rheology of the mixes evolved with silo storage and that blending between the aged and the virgin binders has been improved. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aAsphalt pavements. =650 \0$aHot mix asphalt. =650 \0$aPavement design. =700 1\$aBaaj, Hassan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180957.htm =LDR 03251nab a2200469 i 4500 =001 JTE20180900 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180900$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180900$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.85$223 =100 1\$aPodolsky, Joseph H.,$eauthor. =245 10$aUnderstanding Improvements to Low-Temperature Rheology of Stiff Binders Modified with Epoxidized Plant-Derived Oil Materials through Analytical Chemistry /$cJoseph H. Podolsky, Mohamed Elkashef, Nacu Hernandez, Austin Hohmann, R. Christopher Williams, Eric W. Cochran. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThrough recent work at Iowa State University, great potential was seen from epoxidized plant oil materials, epoxidized benzyl soyate (EBS), and epoxidized methyl soyate (EMS) as fluxes/rejuvenators. This work found that improvement in low-temperature performance was greater than improvement in high-temperature performance for solvent de-asphalting (SDA) and residuum oil super critical extraction (ROSE) unit bottoms when using either EBS or EMS as compared to results from modified vacuum distillation tower bottoms with EBS and EMS. Based on these results, analytical chemistry was done using Fourier transformed infrared with attenuated total reflection and ion mobility mass spectrometry (IM-MS) equipment. Chemical analysis showed that there is indeed something in the SDA and ROSE binders that is interacting with both EBS and EMS, making them perform aggressively. The region of interest was identified from IM-MS to be between m / z 250 and m / z 400 for the SDA and ROSE binders, of which there were 35 common components where 29 of them had similar abundances in the SDA and ROSE binders. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aChemistry, Analytic. =650 \0$aAsphalt$xRheology. =700 1\$aCochran, Eric W.,$eauthor. =700 1\$aWilliams, R. Christopher,$eauthor. =700 1\$aHohmann, Austin,$eauthor. =700 1\$aHernandez, Nacu,$eauthor. =700 1\$aElkashef, Mohamed,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180900.htm =LDR 03434nab a2200433 i 4500 =001 JTE20180899 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180899$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180899$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.85$223 =100 1\$aDinegdae, Yared,$eauthor. =245 10$aReliability-Based Specification for Asphalt Concrete Pavements /$cYared Dinegdae, Ibrahim Onifade, Bjorn Birgisson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe use of volumetric-based specifications that utilize air void and asphalt content for the quality control of asphalt pavements is a major concern as there is a lack of fundamental correlation between these mixture properties and long-term pavement performance. In addition to that, the input variabilities' influence on target reliability and pavement performance is not addressed in these volumetric-based specifications. The aim of this article is to introduce a reliability-based specification for the quality control of top-down cracking in asphalt concrete pavements. The reliability-based specification criteria are developed for two traffic level categories and using design inputs such as hourly equivalent single axle load traffic, asphalt layer thickness, base modulus, and dissipated creep strain energy limit. For the development of the reliability-based specification, several field pavement sections with well-documented performance history and high-quality laboratory and field data were analyzed using the mechanics-based design framework for variability conditions that are representative of actual field conditions. Variation in dissipated creep strain energy limit and asphalt concreter layer thickness has been observed to influence target reliability and overall pavement performance significantly, in comparison with base modulus and hourly equivalent single axle load traffic. The proposed reliability-based specification can complement existing performance-based specifications for the quality control of top-down cracking in asphalt concrete pavements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aAsphalt$xTesting. =650 \0$aPavements, Asphalt. =700 1\$aBirgisson, Bjorn,$eauthor. =700 1\$aOnifade, Ibrahim,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180899.htm =LDR 03456nab a2200445 i 4500 =001 JTE20180903 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180903$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180903$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8/5$223 =100 1\$aNemati, Rasool,$eauthor. =245 10$aStatistical Evaluation of the Effects of Mix Design Properties on Performance Indices of Asphalt Mixtures /$cRasool Nemati, Eshan V. Dave, Jo E. Sias. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA variety of testing and performance index parameters are available to assess the asphalt mixture performance with respect to different structural distresses. However, because of continuous improvements in asphalt material production and construction techniques, it is necessary to regularly evaluate the correlation of the performance index parameters with mixture design properties. It is also important to determine the correlation between index parameters from different tests to help save time and financial resources by making engineering-based adjustments to the mixture design before conducting multiple tests. This study explores the statistical correlation between mixture design properties and performance index parameters as well as the correlations among the performance index parameters from different tests. A total of 14 commonly used asphalt mixtures in New Hampshire were evaluated using the complex modulus ( E *), resilient modulus ( Mr ), direct tension cyclic fatigue (S-VECD), Semicircular bend Illinois flexibility index (SCB-IFIT), and disk-shaped compact tension (DCT) tests to assess the correlations between various performance indices and mix design properties. The results indicate that the aggregate fractions that pass 4.75 mm and 75 Μm sieve sizes, the binder's useful temperature interval, and recycled asphalt content significantly affect most of the index parameters. Medium-to-high correlations were observed between S-VECD, DCT, and SCB-IFIT with respect to different index parameters. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aHot mix paving mixtures. =650 \0$aAsphalt concrete. =650 \0$aPavements, Asphalt concrete. =700 1\$aSias, Jo E.,$eauthor. =700 1\$aDave, Eshan V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180903.htm =LDR 03581nab a2200469 i 4500 =001 JTE20180929 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180929$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180929$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8/5$223 =100 1\$aChazallon, Cyrille,$eauthor. =245 10$aReproduction of Geogrid In Situ Damage Used in Asphalt Concrete Pavement with Indentation Tests /$cCyrille Chazallon, Cédric Barazzutti, Hervé Pelletier, Mai-Lan Nguyen, Pierre Hornych, Saida Mouhoubi, Daniel Doligez. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aGeogrids are used for the rehabilitation of cracked pavements. To ensure an efficient reinforcement, it is required to know the residual mechanical properties of the geogrid after its implementation and compaction of the above asphalt concrete layer and the level of damage of the grid. This article presents the results of the national French project SolDuGri dealing with pavement reinforcement by geogrids and more precisely the reproduction in laboratory of the in situ damage. In this project, full-scale tests have been performed to evaluate the in situ damage of four different types of geogrids in asphalt concrete pavements. Then, after construction, the geogrids have been recovered from different locations on the field sections, where they had been subjected to compaction. These grids have been subjected to direct tension tests in the laboratory. Laboratory analyses like scanned asphalt concrete and greogrid surfaces have been performed to evaluate indenter shapes. Different sets of indenters have been made, and a laboratory complete study of greogrid indentation tests has been performed with different sets of temperature, indenter shapes, and indentation forces. The first conclusions are that the indenter geometry and the temperature have the main influence on the strength resistance and elastic modulus of the grid. Results obtained after indentation performed in laboratory can be compared to those measured on in situ recovered grids. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aPavements, Asphalt concrete$xTesting. =700 1\$aDoligez, Daniel,$eauthor. =700 1\$aMouhoubi, Saida,$eauthor. =700 1\$aHornych, Pierre,$eauthor. =700 1\$aNguyen, Mai-Lan,$eauthor. =700 1\$aPelletier, Hervé,$eauthor. =700 1\$aBarazzutti, Cédric,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180929.htm =LDR 03739nab a2200421 i 4500 =001 JTE20190576 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190576$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190576$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.8/5$223 =100 1\$aMansourkhaki, Ali,$eauthor. =245 10$aUsing a Numerical Method for Designing an Asphalt Mix with Specific Aggregate Material Properties /$cAli Mansourkhaki, Amir Aghasi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCommon approaches for designing asphalt mixes mainly deal with the determination of the optimal percentage of the binder content, which is performed according to the volumetric properties, durability index, and strength of the produced asphalt. In this regard, laboratory results of asphalt mix designs, considering the changes in physical properties of the aggregates from production to the distribution of hot mix asphalt, highlight the need for fabrication of cyclic control specimens. The approach presented in this study allows the reduction of human mistakes during samples preparation, easy control of optimum binder content with respect to the probable changes in the aggregate sizes in each step of fabrication, transportation and implementation of the hot asphalt mix, and provide a uniform ultimate surface of the distributed asphalt. By adjusting the numerical values of the factors effective on the optimum binder percentage and constructing some statistical regression models in statistical package for the social sciences (SPSS), we obtained a set of linear equations that give the optimum binder percentage as a function of aggregate size, binder absorption, specific gravity of the mix, and specific surface of the materials. According to the results of the SPSS 23 analysis, the optimum binder content of the aggregates from 30 different mines was evaluated with respect to their grain size. Based on the obtained results and Marshall Laboratory test data, we extracted some relations for estimating the optimum binder content for hot mix asphalt. Using this method, the optimal binder content is determined using the results of the sieve analysis of the aggregates without the need for repetitive fabrication of asphalt specimens or spending a long time. Consequently, the optimal binder content for the 0-19-mm binder and 0-13-mm topcoat asphalts was determined with high accuracy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aAsphalt emulsion mixtures. =650 \0$aPavement components. =700 1\$aAghasi, Amir,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190576.htm =LDR 03038nab a2200445 i 4500 =001 JTE20180902 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180902$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180902$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625$223 =100 1\$aCamacho-Garita, Edgar,$eauthor. =245 10$aEffect of Moisture on Full-Scale Pavement Distress /$cEdgar Camacho-Garita, J. P. Aguiar-Moya, T. Ávila-Esquivel, L. G. Loría-Salazar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe effect of moisture is fundamental in determining pavement responses. It becomes more important in tropical regions where high precipitation rates and high variability in water table levels are present. The results indicate that when comparing the quantitative performance of pavement sections that are subjected to near saturation conditions, the bearing capacity of the pavement structure can be as low as 5 % of that associated to the same structure but with optimum water content. The damage in the saturated pavement sections is greatly accelerated because of pumping of fines from the subgrade and the subbase. All the pavement layers are affected by loading (decrease or increase in layer moduli) but to a different degree depending on the moisture conditions. Furthermore, the effect of moisture is greater in the cohesive soils and contaminated granular materials. Finally, the relatively stiffer layers (i.e., hot mix asphalt and cement-treated base layers) are the ones that are more susceptible to a higher deterioration rate, particularly under saturated or near saturated conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aPavements$xTesting. =650 \0$aPavements$xEvaluation. =700 1\$aLoría-Salazar, L. G.,$eauthor. =700 1\$aÁvila-Esquivel, T.,$eauthor. =700 1\$aAguiar-Moya, J. P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180902.htm =LDR 04007nab a2200433 i 4500 =001 JTE20180326 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180326$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180326$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA442.5 =082 04$a620.1/36$223 =100 1\$aShirzadi Javid, Ali Akbar,$eauthor. =245 14$aThe Comparison and Introduction of Plate Test and Electrical Resistance Methods of Determining the Setting Time and Thixotropy of Self-Consolidating Concrete /$cAli Akbar Shirzadi Javid, Parviz Ghoddousi, Mohammad Jaberizadeh, Behnam Bozorgmehr. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSetting time and rheology of mixtures are among the most important features in new generation concretes such as self-consolidating concrete (SCC) and can have a great impact on the behavior of fresh concrete. Therefore, introducing new methods for determining these parameters has always been one of the main concerns. In this research, we tried to determine a relationship between the measured setting time from the ASTM C403/C403M-08, Standard Test Method for Time of Setting of Concrete Mixtures by Penetration Resistance Method , and the electrical resistance (ER) method, as well as the rheological parameters, including dynamic and static yield stress. Also, a new method for determining the setting time and concrete thixotropy-called the plate test method-is introduced and validated. The results indicated that the ER method is an accurate one in determining the initial and final setting time of SCC mixtures. Concrete mixtures with higher yield stress (static and dynamic) have a shorter setting time. Investigating the results indicated that the higher the static yield stress mean of the mixture in the time period of thixotropic behavior, the shorter the initial setting time. Therefore, increasing static yield stress is associated with a reduction in the setting time. In the case of dynamic yield stress, similar events occurred with static yield stresses, and an increase in this stress and its growth rate was associated with a reduction in the initial setting time. Furthermore, the results obtained by the new method (plate method), along with the results of rheology parameters measured by the rheometer device, indicated that the difference between results was in the range of 4 to 11 %. Also, the difference in the setting time obtained from the plate method in comparison with the penetration resistance method was 9 % at maximum. These results indicated that the plate test method has an acceptable accuracy in measuring the setting time and thixotropy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aSelf-consolidating concrete. =700 1\$aBozorgmehr, Behnam,$eauthor. =700 1\$aJaberizadeh, Mohammad,$eauthor. =700 1\$aGhoddousi, Parviz,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180326.htm =LDR 04045nab a2200469 i 4500 =001 JTE20180933 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180933$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180933$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.1/66$223 =100 1\$aNguyen, Mai Lan,$eauthor. =245 10$aInvestigation of Crack Propagation in Asphalt Pavement Based on APT Result and LEFM Analysis /$cMai Lan Nguyen, Olivier Chupin, Juliette Blanc, Jean-Michel Piau, Pierre Hornych, Yann Lefeuvre. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWhen reinforcing existing cracked asphalt pavements, the design and evaluation of the durability of the reinforced structure are quite different from those of a new pavement generally based on fatigue criteria deduced from stress and strain fields computed for the undamaged pavement. For the design of reinforcement solutions, the presence of cracks and their propagation must be considered explicitly. To move in this direction, the present article aims at improving the understanding of bottom-up crack propagation in asphalt pavements. Some investigations relying on the interpretation of an accelerated full-scale fatigue test are presented as well as the numerical analysis of this test through the theory of linear elastic fracture mechanics and the Paris law. The tested pavement section is composed of four layers. The two uppermost layers are made of asphalt concrete (AC) materials whose modulus and fatigue performances are different. The pavement is subjected to repeated loads applied by the Fatigue du Béton Armé Continu (FABAC) traffic simulator of the French Institute of Science and Technology for Transport, Development and Networks (IFSTTAR), and the development of cracking in the AC layers is monitored using embedded instrumentation and Falling Weight Deflectometer (FWD) test campaigns. To better control the crack pattern that develops during the fatigue test, an artificial flaw (metal angle) is purposely placed at the bottom of the AC layers (in the transverse direction to the moving loads) to localize the initiation of cracking. A bottom-up crack is supposed to grow vertically from this defect in the AC layers. This is effectively detected and followed by the experimental measurements, which are combined to model for the analysis of the test. Finally, the kinetics of crack growth deduced from the Accelerated Pavement Test (APT) results and those computed using the Paris law calibrated from fatigue tests performed in the laboratory are compared. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aFracture mechanics. =650 \0$aMetals$xFracture. =700 1\$aLefeuvre, Yann,$eauthor. =700 1\$aHornych, Pierre,$eauthor. =700 1\$aPiau, Jean-Michel,$eauthor. =700 1\$aBlanc, Juliette,$eauthor. =700 1\$aChupin, Olivier,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180933.htm =LDR 03242nab a2200457 i 4500 =001 JTE20180893 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180893$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180893$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a620.1/96$223 =100 1\$aSchrader, Johannes,$eauthor. =245 12$aA New Binder-Fast-Characterization-Test Using a Dynamic Shear Rheometer and Its Application for Rejuvenating Reclaimed Asphalt Binder /$cJohannes Schrader, Michael P. Wistuba, Augusto Cannone Falchetto, Chiara Riccardi, Alexander Alisov. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA simple method using a dynamic shear rheometer is proposed for determining high-temperature key parameters of asphalt binders in place of the ring-and-ball softening point, currently used in Germany. The test was recently introduced in the German standards under the name Bitumen-Typisierungs-Schnell Verfahren (BTSV), which translates to Binder-Fast-Characterization-Test. Two key parameters are obtained as the result of the test: the temperature T BTSV , at which the shear modulus is equal to 15.0 kPa, and the corresponding phase angle Δ BTSV . While T BTSV provides information on material hardness, Δ BTSV indicates the degree of modification. Based on these two parameters, a classification system is proposed for different asphalt binder grades commonly used in Europe. Additionally, the procedure was applied for rejuvenating aged asphalt binder extracted from reclaimed asphalt pavement (RAP). A linear relation is observed for the two key parameters when blending RAP binder with different proportions of rejuvenator. These findings were used to evaluate the effectiveness of different rejuvenating additives. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aAsphalt emulsion mixtures$xTesting. =650 \0$aPavements, Asphalt$xMaterials$xTesting. =700 1\$aAlisov, Alexander,$eauthor. =700 1\$aRiccardi, Chiara,$eauthor. =700 1\$aCannone Falchetto, Augusto,$eauthor. =700 1\$aWistuba, Michael P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180893.htm =LDR 02561nab a2200421 i 4500 =001 JTE20190549 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190549$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190549$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.6 =082 04$a624.1/76$223 =100 1\$aKardak, A. A.,$eauthor. =245 10$aStress Concentration Factors for ASTM E8/E8M-16a Standard Round Specimens for Tension Testing /$cA. A. Kardak, G. B. Sinclair. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aOccasionally, round specimens for tension testing that comply with ASTM standards fail in one of the transition regions between gage and grip sections. This occurs because of the stress concentration present in transition regions. When this happens, it is possible to seek stress relief by increasing fillet radii in these regions. The objective of this note is to quantify the relief afforded by increasing radii. The approach adopted to this end is finite element analysis that is carefully verified. Stress concentration factors are thus accurately determined to three figures for all of the various types of standard round specimens in ASTM E8/E8M-16a, Standard Test Methods for Tension Testing of Metallic Materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aStress concentration. =650 \0$aStructural analysis (Engineering) =700 1\$aSinclair, G. B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190549.htm =LDR 02734nab a2200409 i 4500 =001 JTE20180921 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180921$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180921$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE119.S6 =082 04$a625.76$223 =100 1\$aBilodeau, J.-P.,$eauthor. =245 10$aAssessment of Pavement Response during Spring Thaw Using Heavy Vehicle Simulator Testing /$cJ.-P. Bilodeau, G. Doré. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTwo indoor laboratory studies were performed at Laval University using a heavy vehicle simulator on two very different pavement structures. The flexible pavement structural response was tested in thawing conditions for different loading conditions. These tests were performed to document how the flexible pavement response changes with thaw depth and to validate the main findings and information available in the literature regarding pavement response during spring thaw and spring load restrictions policies. The results collected during the experiment are in accordance with some general findings identified in the literature. More specifically, signs of weakening appear as soon as the thaw front reaches the granular layer beneath the asphalt concrete, at a depth of about 250-300 mm, and peak response values of up to 200 % are observed either while the structure thaws or once thawing is almost completed in the subgrade soil. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aPavements$xLive loads$xSimulation methods. =700 1\$aDoré, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180921.htm =LDR 03031nab a2200433 i 4500 =001 JTE20180316 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180316$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180316$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a620.136$223 =100 1\$aSaha, Suman,$eauthor. =245 10$aVolume Change Characteristics of Eco-Friendly Mortar Mixes Produced with Geopolymeric Binder and Recycled Fine Aggregate /$cSuman Saha, Nisar Shaik, Chandrasekaran Rajasekaran. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe production of geopolymer mortar using recycled fine aggregate (RFA) generated from concrete waste has significant potential to be a sustainable construction material. In this article, the volume change properties of the produced geopolymer mortar mixes are studied in terms of drying shrinkage up to the age of 180 days and reported as the percentage increase with respect to the shrinkage value of 3 days. The influence of RFA content, alkaline liquid (AL) in terms of the concentration of sodium hydroxide (SH) solution, the ratio of sodium silicate (SS) solution to SH solution, and the ratio of AL to fly ash (FA) were investigated on the drying shrinkage properties of the geopolymer mortar mixes. All the cast specimens were cured at 80°C for 24 hours. Higher drying shrinkage values were observed for the mortar mixes produced with higher RFA content, AL/FA, SS/SH ratio, and lower concentration of SH solution. Scanning electron microscope images were studied for the samples taken from the geopolymer mixes showing lower drying shrinkage values to understand the microstructure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aConcrete$xMixing$xQuality control. =650 \0$aConcrete construction. =700 1\$aRajasekaran, Chandrasekaran,$eauthor. =700 1\$aShaik, Nisar,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180316.htm =LDR 03193nab a2200433 i 4500 =001 JTE20180485 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180485$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180485$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710 =082 04$a620.1910287$223 =100 1\$aZhu, Jie,$eauthor. =245 10$aPore Size Distribution, Compressibility, and Strain Kinetics upon Exposure to Methane of Four Bituminous Coal Specimens from Kaiping Basin, China /$cJie Zhu, Bo Zhang, Yang Zhang, Yaodong Jiang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aGas migration through coal matrix and cleats not only includes gas sorption and desorption but also leads to coal strain development. In this article, a series of experiments were carried out to investigate the strain development in four unconfined bituminous coal samples exposed to methane at various pressures. The dominant factors for sorption/desorption-induced deformation were associated with pore characteristics. Pore size distribution for all samples was determined by mercury intrusion porosimetry, nitrogen adsorption, and carbon dioxide adsorption techniques. The results show that there were differences in the pore surface area, pore shape, and pore size distribution of coal samples. Coal swelled when methane was injected and shrank when gas was released. The coal radial strains were always larger than axial strains at adsorption and desorption phases because the samples were drilled along coal cleat. The residual strain remaining after the adsorption-desorption cycle may be positive or negative. The strains of coal samples were different even with the same injected gas pressure. The total pore volume is not a dominant factor for sorption/desorption strain and rate. The pore size distribution and pore type also should be comprehensively considered. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aPorosity. =700 1\$aJiang, Yaodong,$eauthor. =700 1\$aZhang, Yang,$eauthor. =700 1\$aZhang, Bo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180485.htm =LDR 03340nab a2200433 i 4500 =001 JTE20180539 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180539$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180539$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ809.2 =082 04$a621.47$223 =100 1\$aKumar, P. Ganesh,$eauthor. =245 10$aSelection of Heat Transfer Fluids for Solar Thermal Applications Using Multi-Criteria Decision-Making Tools /$cP. Ganesh Kumar, N. Yuvaraj, V. Kumaresan, R. Velraj. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article describes how optimization studies were carried out on a selection of optimal heat transfer fluids (HTFs) for solar applications with multiresponse characteristics based on the multi-criteria decision-making methodology (MCDM) using the Technique for Order Preference by Similarity Ideal Solution approach and grey relational analysis among 16 alternatives. The processing parameters' thermophysical properties and the environmental, safety, and economic conditions are optimized with multiresponse characteristics, including the viscosity, thermal conductivity, specific heat capacity, density of fluid, thermal diffusivity, ozone depletion potential, global warming potential, flammability, toxicity, and cost of the fluid. In the proposed technique, the grade ratings and weights allocated by decision-makers are averaged and normalized into a comparable scale. By comparing both these techniques, deionized water is selected as the perfect HTF to operate the solar thermal applications. Hence, both of the techniques are suitable to establish the best possible solution for the set of input parameters depending upon the required performance characteristics. This article highlights a novel vision into MCDM methods to evaluate the best HTF for the decision-makers such as solar manufactures and research and development engineers to meet the low-cost, quick, appropriate, and environmentally friendly fluid selection. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aSolar thermal energy. =700 1\$aVelraj, R.,$eauthor. =700 1\$aKumaresan, V.,$eauthor. =700 1\$aYuvaraj, N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180539.htm =LDR 03599nab a2200457 i 4500 =001 JTE20180916 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180916$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180916$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.35 =082 04$a620.1127$223 =100 1\$aMeng, Qifeng,$eauthor. =245 10$aExamination of the Effects of Homogeneity and Anisotropy on Coating Thickness and Properties in Reinforced Carbon-Carbon by Eddy Current Testing /$cQifeng Meng, Kai Song, Lipan Zhang, Yiming Li, Yali Wei. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSilicon carbide coating is widely used in various industrial fields and plays an important role in protecting carbon fiber composite materials. Meanwhile, coating thickness is directly related to the performances of the functional coating and the substrate. Therefore, accurate coating thickness inspection and substrate property research are extremely valuable. Based on eddy current testing, this study investigated the effects of homogeneous electromagnetic properties and anisotropic conductivities on the performance of carbon fiber composite with different coating thicknesses. This investigation was conducted by simulating a three-dimensional finite element model of carbon fiber substrate-silicon carbide coating by ANSYS. Results showed that under homogenous conductivity of carbon fiber composite, the voltage values of the detection coil array were symmetrical about the axis of the excitation coil. Therefore, this property avoids detecting the repeatability of measurement data and shorts processing time to improve detection efficiency. Simultaneously, the change in mutual resistance exhibited a positive correlation with increased coating thickness. This trend was similar to that of the self-resistance of the excitation coil in anisotropic conductivity. Furthermore, the self-resistances of the excitation coil in anisotropy and the coating thickness meet a formula. Furthermore, supposing the carbon fiber composite material was in the x -axis direction, the electromagnetic signal was exactly opposite to the y -axis direction perpendicular to the x -axis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aNondestructive testing. =650 \0$aEddy currents (Electric) =700 1\$aWei, Yali,$eauthor. =700 1\$aLi, Yiming,$eauthor. =700 1\$aZhang, Lipan,$eauthor. =700 1\$aSong, Kai,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180916.htm =LDR 02070nab a2200397 i 4500 =001 JTE20190316 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190316$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190316$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTG265 =082 04$a624.17$223 =100 1\$aDowling, Norman E.,$eauthor. =245 10$aTrue Stress Calculation for Tension Tests Prior to Necking /$cNorman E. Dowling. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn determining true stresses prior to necking, the relationship usually employed is σ, =, S, (, 1, +, e, ), , , , . The derivation of this expression involves approximating the gage section volume as being constant. However, this approximation is not necessary. A more exact but implicit relationship for σ is developed and compared with the traditional expression. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aStrains and stresses. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190316.htm =LDR 03015nab a2200457 i 4500 =001 JTE20180931 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180931$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180931$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.80287$223 =100 1\$aTorquato e Silva, Samuel de Almeida,$eauthor. =245 12$aA Thermal Nonlinear Approach for Mechanistic Empirical Modeling of Asphalt-Granular Base Layers Interface /$cSamuel de Almeida Torquato e Silva, Renan Gustavo Scherer, Jorge Barbosa Soares, Deividi da Silva Pereira, Luciano Pivoto Specht. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article proposes a mechanistic model for the interface between the asphalt surface course and granular base layers, along with an experimental procedure to assess the model parameters. The Mohr-Coulomb yield criteria was used to model interface shear strength, and Goodman's law was used to relate the relative displacement and shear stress over the interface that bonds the investigated layers. Moreover, the transversal reaction modulus was assumed to be stress dependent, which makes the model nonlinear. Experimental results have shown agreement with model assumptions. Furthermore, a simulation of Cracked Area evolution was performed to verify the effects of the interface model on the pavement structural response. Finally, the model proposed presented itself to be a strong alternative to properly consider the mechanical behavior of the asphaltic-granular base layers interface. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aGranular materials$xTesting. =650 \0$aPavements, Asphalt. =700 1\$aSpecht, Luciano Pivoto,$eauthor. =700 1\$aPereira, Deividi da Silva,$eauthor. =700 1\$aSoares, Jorge Barbosa,$eauthor. =700 1\$aScherer, Renan Gustavo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180931.htm =LDR 04255nab a2200445 i 4500 =001 JTE20180828 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180828$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180828$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE250 =082 04$a625.8$223 =100 1\$aNguyen, Quang Tuan,$eauthor. =245 10$aAnisotropic Behavior of Bituminous Mixtures in Road Pavement Structures /$cQuang Tuan Nguyen, Nguyen Hoang Pham, Hervé Di Benedetto, Cédric Sauzéat. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe compaction of bituminous mixture during road pavement construction induces anisotropic properties. However, bituminous mixture is generally considered isotropic. This article presents the investigations on the anisotropic behavior of a bituminous mixture in a road pavement structure. A pavement block (55 by 46 by 28 cm) was sawn and extracted from a highway in France. Cylindrical specimens were cored and sawn from the middle layer of this block in three directions: longitudinal direction I, vertical direction II, and transversal direction III. Complex tension/compression modulus tests were performed at the University of Lyon/Ecole Nationale des Travaux Publics de l'Etat (ENTPE) laboratory to investigate the anisotropic behavior of the bituminous mixture. These tests consist in measuring axial stress and radial strains when sinusoidal axial strain, with an amplitude lower than 10 -4 m/m, was applied on the specimen. Tests were performed on the specimens cored in Directions I, II, and III at nine temperatures and six frequencies. For each specimen, the complex modulus E * and complex Poisson's ratios * in two perpendicular diameter directions were measured. Thus, the complex modulus in the three directions (E, I, *, , , , , , E, II, , *, , , , , , and E, III, , *, , , , , ) and six complex Poisson's ratios (, I-II, , *, , , , , , , I-III, , *, , , , , , , II-I, , *, , , , , , , II-III, , *, , , , , , , III-I, , *, , , , , , , III-II, , *, , , , , ) could be obtained and investigated. The Time Temperature Superposition Principle was verified for both the norm and phase angle of E * and *. The anisotropic properties of material were studied by comparing the three E * and six *. The obtained results reveal an anisotropic behavior of the bituminous mixture. The different E * and * respected the Time Temperature Superposition Principle with the same shift factor. In addition, the rheological tensor was shown to be symmetric. The experimental results were simulated using the anisotropic three-dimensional version of the "2 Springs, 2 Parabolic elements and 1 Dashpot" (2S2P1D) linear viscoelastic model. A unique normalized curve can be considered for E * and *. The stability of the material behavior was also investigated within the tested frequency-temperature range. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aRoad materials. =650 \0$aPavements. =700 1\$aSauzéat, Cédric,$eauthor. =700 1\$aDi Benedetto, Hervé,$eauthor. =700 1\$aPham, Nguyen Hoang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180828.htm =LDR 03090nab a2200445 i 4500 =001 JTE20180241 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180241$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180241$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA444 =082 04$a620.118$223 =100 1\$aHe, Shao-Li,$eauthor. =245 10$aLeaching Behavior of Hardened Cement Paste with Mineral Admixtures in Deionized Water /$cShao-Li He, Xiao-Bao Zuo, Xiang-Hua Sun, Shuai Zou, Yu-Juan Tang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn order to obtain the influence of mineral admixtures such as fly ash and slag on the leaching resistance of cement-based materials in water environments, a conventional leaching experiment on the slice specimens with pure, binary, and ternary cement pastes immersed into deionized water was performed. The dissolved calcium concentration, porosity, microstructure, calcium-silicon ratio (Ca/Si), and phase composition of the specimens were characterized by using ethylene diamine tetraacetic acid titration, saturation-drying weighing, scanning electron microscopy, energy dispersive spectrometry, and X ray diffraction analysis. Results show that more fly ash mixed in the blended cement paste results in lesser dissolved calcium concentration in the solution, slower microstructure deterioration, lower porosity increment, and smaller Ca/Si decrease, while the optimum content of fly ash is 40 %. The partial replacement of fly ash with slag in the binary cement paste can improve its microstructure and slow down its leaching process. The ternary cement paste with 20 % fly ash and 20 % slag has an optimum leaching resistance exposed to deionized water. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aComposite materials. =700 1\$aTang, Yu-Juan,$eauthor. =700 1\$aZou, Shuai,$eauthor. =700 1\$aSun, Xiang-Hua,$eauthor. =700 1\$aZuo, Xiao-Bao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180241.htm =LDR 02951nab a2200433 i 4500 =001 JTE20180545 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180545$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180545$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1632 =082 04$a621.367$223 =100 1\$aYuan, Meng,$eauthor. =245 10$aAutomatic Recognition and Positioning of Wheel Defects in Ultrasonic B-Scan Image Using Artificial Neural Network and Image Processing /$cMeng Yuan, Jinlong Li, Yingwei Liu, Xiaorong Gao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWheels are one of the most important testing components in rail transport that play a significant role in the safety of train, and thence, research on wheel defect detection is of great significance. In this article, a method using image processing techniques and artificial neural network techniques is proposed for the purpose of recognizing defects in ultrasound B-scan image. A noise reduction and filtering algorithm and a feature extraction algorithm are proposed to simplify identification steps and improve the accuracy of the later recognition. Then, two back propagation neural networks with two hidden layers are built respectively for two classification steps. One is to identify noise, while the other is to identify the echo of real defects. Finally, a 93 % recognition rate is achieved by using the algorithm proposed in this article. The result shows that appropriate feature extraction algorithms and artificial neural network techniques are efficient and reliable in defects recognition of ultrasound B-scan images. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aImage processing. =700 1\$aGao, Xiaorong,$eauthor. =700 1\$aLiu, Yingwei,$eauthor. =700 1\$aLi, Jinlong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180545.htm =LDR 03340nab a2200433 i 4500 =001 JTE20170546 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170546$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170546$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8$223 =100 1\$aTanzadeh, Javad,$eauthor. =245 10$aLaboratory Evaluation on the Performance Comparison between OGFC Asphalt Reinforcement with Fibers and Modified with Nanosilica /$cJavad Tanzadeh, Reza Shahreza Gamasaei, Fatemeh Ramzanniya Gilani. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aOpen-graded friction course (OGFC) is a mixture with gap-graded aggregate that is used in pavement surfacing. This research proposes methods to improve the durability and structural contribution of OGFC mixtures through laboratory performance testing. A draindown test, a Cantabro test, a permeability test, and an indirect tensile strength test were used to evaluate the performance of OGFC mixtures. The main parameters of this research specify optimum bitumen and desirable air voids, maximum reduction of draindown and abrasion loss, and retained tensile strength ratio. It was observed that the effect of fiber in both states on bitumen percentage caused increased sensitivity to oxidation of the asphalt mixture; however, the effect of nanosilica on the reduction of sensitivity to oxidation was considerable. The effect of glass fiber in enhancing tensile strength was far higher than that of basalt fiber. In both states, nanosilica caused improved tensile strength of the mixture. Additionally, the moisture sensitivity of the OGFC mixtures with glass fiber was far better than that of the basalt fiber, and addition of nanosilica caused further improvement. The results showed a negative effect of the addition of basalt fiber alone in the asphalt mixture with a higher between percentage, necessitating the addition of nanosilica in conjunction with basalt fiber. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aPavements$xPerformance. =650 \0$aPavements$xSkid resistance. =700 1\$aGilani, Fatemeh Ramzanniya,$eauthor. =700 1\$aGamasaei, Reza Shahreza,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170546.htm =LDR 03258nab a2200421 i 4500 =001 JTE20180640 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180640$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180640$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aThandavamoorthy, Raja,$eauthor. =245 10$aTesting and Evaluation of Tensile and Impact Strength of Neem/Banyan Fiber-Reinforced Hybrid Composite /$cRaja Thandavamoorthy, Anand Palanivel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aNatural fiber-reinforced hybrid composites are prime focus materials for numerous engineering applications. In this research work, chopped neem ( Azadirachta indica ) fibers and bidirectional banyan ( Ficus benghalensis ) woven fabric-reinforced epoxy hybrid composites were fabricated using the conventional hand lay-up technique. Two fibers, namely chopped neem fiber and woven banyan fiber, were stacked in three different sequences. The weight fraction of these two fibers was varied to quantify the strength of the hybrid composite. The mechanical properties, such as tensile, compression, and impact tests, were carried out to quantify the effect of the fiber weight fraction and the stacking sequence of fiber on the strength of the hybrid composite. The increase in 9 % woven banyan fiber weight fraction has a positive influence on the tensile and compressive strengths of the natural fiber-reinforced hybrid composites. Further, the stacking sequence of these two fibers has significant influence on the compressive strength of the hybrid composites. The impact energy absorption capacity of the hybrid composite is more significantly increased with an increase in the 9 % chopped neem fiber weight fraction than with an increase in the banyan fiber weight fraction. The scanning electron microscopy surface morphological analysis revealed the dominant mode of failure in the hybrid composites. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aComposite materials. =650 \0$aConcrete$xTesting. =700 1\$aPalanivel, Anand,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180640.htm =LDR 03204nab a2200445 i 4500 =001 JTE20180572 =003 IN-ChSCO =005 20200409061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200409s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180572$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180572$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS171.9 =082 04$a745.2$223 =100 1\$aAbid, Muhammad,$eauthor. =245 12$aA Comparative Analysis of Robust Dispersion Control Charts with Application Related to Health Care Data /$cMuhammad Abid, Hafiz Zafar Nazir, Muhammad Tahir, Muhammad Riaz, Tahir Abbas. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aOne of the most efficient tools of statistical process control is the control chart. The efficiency and effectiveness of control charts depend on its in-control robustness, i.e., how the control chart reacts against the violation of the designed model of the chart. The current study evaluates the in-control robustness properties of a chart that is based on the mixture of the statistics of cumulative sum and exponentially weighted moving averages (CS-EWMA) control charts for monitoring the process dispersion under normal, nonnormal, and contaminated normal environments. The in-control robustness performance of the CS-EWMA chart is compared with some existing control charts. Moreover, the appropriate values of the design coefficients for selected charts are also determined. In-control robustness is evaluated in terms of different properties of run length distribution, such as average run length, standard deviation of the run length, and various percentile points. In addition, a real-life application of all the selected charts based on the colonoscopy procedure is considered for practical implementation. It is found that the CS-EWMA chart has a better in-control robustness performance as compared with its counterparts. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 09, 2020. =650 \0$aRobust statistics. =700 1\$aAbbas, Tahir,$eauthor. =700 1\$aRiaz, Muhammad,$eauthor. =700 1\$aTahir, Muhammad,$eauthor. =700 1\$aNazir, Hafiz Zafar,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 1 Special Section on Asphalt Pavements from the 13th International Society of Asphalt Pavements Conference.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180572.htm =LDR 02841nab a2200445 i 4500 =001 JTE20160456 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160456$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160456$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK6680.5 =082 04$a006.696$223 =100 1\$aKhlif, Naziha,$eauthor. =245 12$aA New Evaluation of Video Encryption Security with a Perceptual Metric /$cNaziha Khlif, M. Ben Amor, Fahmi Kammoun, Nouri Masmoudi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPeak Signal to Noise Ratio (PSNR) and Structural SIMilarity (SSIM) are metrics initially used to evaluate the visual quality of compressed images or sequences compared to the original ones. By analogy to compressed sequences, researchers use these metrics to evaluate the degradation of encrypted sequences. Video encryption algorithms target a maximum scrambling so that their contents become imperceptible to the human visual system. The distortion of PSNR and SSIM values comes from both compression and encryption. The use of these metrics to measure the degradation of joint compressed and encrypted sequences cannot give us a precise evaluation of the distortion. For a better evaluation, a Contrast Sensitivity Function (CSF) metric was used. This article aims to provide a perceptual evaluation of the encryption effect for the H.264 Advanced Video Coding compressed and encrypted sequences, using the CSF metric. The visual quality of the encrypted video is degraded and proven bad from different viewing distances. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aData encryption (Computer science) =650 \0$aVideo compression. =700 1\$aBen Amor, M.,$eauthor. =700 1\$aKammoun, Fahmi,$eauthor. =700 1\$aMasmoudi, Nouri,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160456.htm =LDR 03073nab a2200421 i 4500 =001 JTE20160546 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160546$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160546$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN941 =082 04$a621.48$223 =100 1\$aSolomon, F.,$eauthor. =245 10$aComparison of Various Permeability Methods Applied upon Clay Concretes-Statistical Evaluation /$cF. Solomon, S. O. Ekolu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this article, comparison of different permeability test methods was conducted using data obtained from measurements done on clay concretes. Two raw clay types were used as partial cement replacements for up to 40 % clay and employed to prepare 150-mm cubes of clay concretes at 0.70-0.85 water/cementitious ratios. Cylindrical specimens were cored from the cubes and used to conduct permeability measurements. The different permeability methods conducted include triaxial water permeability, air permeability, oxygen permeability, and water penetration. The tests were conducted using various fluid types consisting of air, gas, or water. Statistical analysis techniques were used to evaluate the permeability test methods. In addition, a leaching study was also conducted. It was found that the use of clay in concrete enhanced leaching of calcium, which, in turn, adversely influenced pore parameters and concrete permeability. Of the various tests used, the triaxial water permeability method was the most sensitive technique towards the influence of clay content in concretes, while the water penetration method was least sensitive and perhaps most suited for permeability testing of clay concretes. Of the methods evaluated, only the water penetration method and triaxial water permeability under a non-steady-state condition of testing were found to be interchangeable. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aClay. =650 \0$aConcrete$xChemistry. =700 1\$aEkolu, S. O.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160546.htm =LDR 02852nab a2200457 i 4500 =001 JTE20170515 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170515$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170515$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1.R473 =082 04$a620.11245$223 =100 1\$aBrabec, Martin,$eauthor. =245 10$aNeutral Axis in Thermally Modified Timber Determined by Image-Based Approach /$cMartin Brabec, Jaromír Milch, Petr Čermák, David Děcký, Václav Sebera, Jan Tippner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAn alternative assessment procedure for the mechanical performance of thermally modified timber is presented. Non-defect beech wood ( Fagus sylvatica L.) specimens were thermally modified at 180°C and 200°C and subjected to static three-point bending load. Based on the full-field strain data acquired during the tests, the neutral axis (NA) at a 50 % level of maximal loading force was identified and localized within the specimen height by means of image processing methods. The NA in specimens mildly thermally modified moved toward the tensile zone when compared to the control specimens, whereas the position of NA within the specimens severely thermally modified was comparable with the NA position in control specimens. The proposed procedure proved to be applicable for the assessment of the mechanical performance; however, in the present study, the NA movements caused by thermal modification were not found to be statistically significant. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aGirders$xTesting. =700 1\$aČermák, Petr,$eauthor. =700 1\$aDěcký, David,$eauthor. =700 1\$aMilch, Jaromír,$eauthor. =700 1\$aSebera, Václav,$eauthor. =700 1\$aTippner, Jan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170515.htm =LDR 02753nab a2200433 i 4500 =001 JTE20170522 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170522$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170522$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.84$223 =100 1\$aPark, Jun Young,$eauthor. =245 10$aFatigue Behavior of Roller-Compacted Concrete Pavement Based on Full-Scale Fatigue Test /$cJun Young Park, Seung Woo Lee, Seung Hwan Han, Young Kyu Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aRoller-Compacted Concrete (RCC) has been used widely for construction of pavements. The strength of RCC Pavement (RCCP) can be obtained from not only hydration of binder but also the aggregate interlock resulting from roller compaction. For this reason, RCCP normally achieves strengths greater than conventional concrete pavement with similar cement content. Even though RCCP can provide good structural performance, it has been difficult to verify its long-term performance through actual field construction. Therefore, this study evaluated the fatigue behavior using 1 by 1-m dimensional RCC slab specimens obtained in the field in order to take into consideration field variability. A set of numerical analyses indicated that the failure modes of the specimens for a given loading condition appeared to be four-directional bottom-up cracks. A fatigue equation was developed based on the relationship between the stress level and the number of load repetitions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aPavements, Concrete. =700 1\$aHan, Seung Hwan,$eauthor. =700 1\$aKim, Young Kyu,$eauthor. =700 1\$aLee, Seung Woo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170522.htm =LDR 03140nab a2200445 i 4500 =001 JTE20170542 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170542$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170542$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN672 =082 04$a671.36$223 =100 1\$aOwais, Muhammad,$eauthor. =245 14$aThe Synergetic Effect of Hot Rolling and Heat Treatment on Mechanical Properties: AISI-1045 and JIS-SUP 9 Steel /$cMuhammad Owais, Muhammad Mehdi, Muhammad Aqib Hassan, Muhammad Hayat Jokhio, Ghulam Raza. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aHot rolling and heat treatment are the two industrial metallurgical applications used with compatible steels to modify mechanical properties. In this article, we studied the combined effect of hot rolling and heat treatment at constant parameters on medium carbon steels with respect to reduced thickness. For this purpose, the precasted round billets (110-mm diameter) of AISI-1045 and the square billet (110 by 110 mm) of JIS-SUP 9 were hot rolled and the thickness was reduced up to 6, 8, and 12 mm and 18, 28, and 45 mm, respectively. The hot rolled billets were subjected to heat treatment. The chemical compositions of the steels were evaluated by optical emission spectroscopy, whereas the microstructures of the samples after hot rolling and heat treatment were observed through metallography. Furthermore, the mechanical properties of the samples were calculated through the tensile test. The results showed a fall in ductility and toughness with respect to reduced thickness and a rise in mechanical strength. It is noteworthy that breaking strength remained unaffected. The JIS-SUP 9 steel is a spring steel, which is the reason for its better mechanical properties (e.g., toughness and ductility) as compared with AISI-1045 steel. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aMetals$xHeat treatment. =700 1\$aHassan, Muhammad Aqib,$eauthor. =700 1\$aJokhio, Muhammad Hayat,$eauthor. =700 1\$aMehdi, Muhammad,$eauthor. =700 1\$aRaza, Ghulam,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170542.htm =LDR 03505nab a2200421 i 4500 =001 JTE20170560 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170560$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170560$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.4 =082 04$a669$223 =100 1\$aPrasad Reddy, A.,$eauthor. =245 10$aMechanical and Wear Properties of Aluminum-Based Nanocomposites Fabricated through Ultrasonic Assisted Stir Casting /$cA. Prasad Reddy, P. Vamsi Krishna, R. N. Rao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (22 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe aluminum alloy AA6061 with 0.004, 0.008, 0.012, and 0.016 volume fractions of silicon carbide (SiCp) nanocomposites were fabricated using a semi-solid stirring assisted ultrasonic cavitation technique. Specimens are tested for morphology, density, mechanical, and wear properties. The density, strength, and microhardness of the nanocomposites increased with the increase of SiCp nano-reinforcement particles in the matrix. The yield strength of the SiCp-reinforced nanocomposites was evaluated by considering various strengthening mechanisms. It is found that the yield strength of the nanocomposites increased by 96 % for 0.004, 172 % for 0.008, 158 % for 0.012, and 206 % for 0.016 volume fractions of SiCp compared to the base alloy. The dislocation mismatch effect and Orowan strengthening effect are found to play a significant role in the SiCp-reinforced AA6061 nanocomposites. The dislocation mismatch effect increased with the reinforcement particles' size reduction in the matrix. The Orowan strengthening effect increased up to 1.56 nm critical size of SiCp, and above that it decreased slightly. The experimental results are compared to predicted results obtained from various analytical models. The experimental results are observed to be in close agreement with the Mirza and Chen model. The wear loss of nanocomposites decreased with an increase in the nano-sized SiCp reinforcement quantity in the matrix. The amount of 0.004, 0.008, 0.012, and 0.016 volume fractions of nano-sized SiCp reinforcement additions to the AA6061 alloy matrix decreases the wear coefficient by 19.23 %, 38.46 %, 57.69 %, and 62.69 %, respectively. The worn surfaces were also analyzed using a scanning electron microscope and energy-dispersive X-rays. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aMechanical wear. =700 1\$aRao, R. N.,$eauthor. =700 1\$aVamsi Krishna, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170560.htm =LDR 02722nab a2200409 i 4500 =001 JTE20170578 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170578$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170578$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA442.5 =082 04$a620.136$223 =100 1\$aNili, Mahmoud,$eauthor. =245 10$aProposing a New Apparatus to Assess the Properties of Self-Consolidating Concrete /$cMahmoud Nili, Mehrdaad Razmara. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aDeveloping a quick and low-disturbance method that allows quantification of the fresh properties of self-consolidating concrete (SCC), such as filling ability, passing ability, and segregation resistance, is in high demand. Some apparatuses that measure only one property of SCC have been developed so far, so there is no apparatus for simultaneous measurement of all SCC properties. In the present article, a new apparatus that can rapidly assess the aforementioned properties at the same time was proposed. In order to evaluate the performance of the new apparatus, seven different SCC mixtures were prepared, and their fresh properties were experimentally analyzed. One common test for each property of SCC was also performed to verify the results. The results of this article revealed that the results obtained of fresh properties by the new apparatus were in a good agreement with those measured by the traditional methods. As a result, the proposed apparatus may be an appropriate substitution for determination of all SCC properties. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aSelf-consolidating concrete. =700 1\$aRazmara, Mehrdaad,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170578.htm =LDR 03814nab a2200445 i 4500 =001 JTE20170595 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170595$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170595$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126$223 =100 1\$aZhou, X. P.,$eauthor. =245 10$aEffects of Brittleness on Crack Behaviors in Rock-Like Materials /$cX. P. Zhou, J. Bi, R. S. Deng, B. Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (23 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe principal objective of this work is to understand the effects of brittleness on crack behaviors in rock, rock-like materials, and the underlying fracturing mechanisms. Brittleness, as one of the critical parameters of rock, significantly affects mechanical properties and fracturing behaviors. A better understanding of the effects of the brittleness on fracturing behaviors can lead to a more satisfactory characterization and assessment of the overall behaviors and performances of rock mass. In this study, experiments on rock-like materials with two parallel preexisting flaws are conducted to study the effects of brittleness, as well as the mechanical properties, crack initiation modes, crack coalescence types, and ultimate failure modes, on cracking behaviors of rock-like materials. We find that the content of the adhesive material's polyamide and epoxy have a significant effect on the brittleness of rock-like materials that consist of sand, barite, epoxy, polyamide, and alcohol at different mass ratios. The brittleness of specimens decreases with increasing content of the cementing agents epoxy and polyamide. Seven types of crack initiation-wing crack, antiwing crack, coplanar secondary crack, oblique secondary crack, out-of-plane tensile crack, out-of-plane shear crack, and far-field crack-are observed in high-speed images of the ultimate failure crack morphology. Four types of crack coalescence are also identified: tension coalescence mode, shear coalescence mode, and the mixed mode including tension-shear coalescence mode and tension-shear-tension coalescence mode. A primary observation was that the ultimate failure mode is a transition from tension failure mode to tension-shear failure mode and shear failure mode, in sequence, and the rupture angle increases gradually with decreasing brittleness. Finally, the effects of the brittleness on the mechanical properties of rock-like materials, including the complete axial stress-strain curves, crack initiation stress ratio, and residual stress, are investigated in detail. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aFractography. =650 \0$aFracture mechanics. =700 1\$aBi, J.,$eauthor. =700 1\$aDeng, R. S.,$eauthor. =700 1\$aLi, B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170595.htm =LDR 03607nab a2200409 i 4500 =001 JTE20170604 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170604$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170604$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.850288$223 =100 1\$aSabih, Gauhar,$eauthor. =245 10$aEffects of Concrete Age on Coefficient of Thermal Expansion of Paving Mixes and Its Significance in Unbonded Overlay Design /$cGauhar Sabih, Rafiqul A. Tarefder. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWith the advancement in rigid pavement design and advent of AASHTOWare Pavement Mechanistic-Empirical (ME) Design (American Association of State Highway and Transportation Officials, Washington, DC) as the latest design tool, increasing emphasis is being laid on the coefficient of thermal expansion (CTE) of concrete. The CTE affects the performance of rigid pavements in a significant manner, with a higher CTE corresponding to greater curling and resulting in greater pavement distresses. Prior research has conflicting views regarding CTE variation with age, and there has been very little to no research on the effects of CTE on the performance of unbonded concrete overlays (UBCOs). This study is performed to investigate the variation of CTE with concrete age through laboratory testing and further quantify the effects of CTE variation on UBCO design. To facilitate, four concrete paving mixes with different types of coarse aggregates and different mix properties from different districts of New Mexico were collected. The cast specimens from each of the mixes were tested for CTE as per the AASHTO T-336, Coefficient of Thermal Expansion of Hydraulic Cement Concrete , protocol, at the ages of 7, 14, 28, 60, 90, 120, and 180 days, respectively. The test results were analyzed, and it was observed that there is an increase in CTE over the range of 3.49 % to 9.77 %, between 28 days and 180 days. Further analysis was conducted with simulations in Pavement ME Design Version 2.3 ® that indicated a significantly deteriorated performance of the UBCO with increased CTE. The impact on transverse cracking and joint faulting is the most significant, with up to 13.3 % increase in cracking and up to 19.7 % increase in faulting distress. An unbonded overlay designed with 28 days CTE value may not perform for the design life because of the increase in CTE with age progression. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aPavements, Asphalt. =700 1\$aTarefder, Rafiqul A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170604.htm =LDR 03449nab a2200409 i 4500 =001 JTE20170644 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170644$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170644$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.84$223 =100 1\$aZhou, Zhidong,$eauthor. =245 10$aDirect Tension Test for Characterization of Tensile Behavior of Ultra-High Performance Concrete /$cZhidong Zhou, Pizhong Qiao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aUltra-high performance concrete (UHPC) is characterized by its superior strength, ductility, durability, and particularly its unique post-cracking performance in tension. Dog-bone-shaped specimens are widely used for determination of the tensile behavior of UHPC, but there is no standard test method or specimen design for the characterization of tensile behavior. In this study, an evolving strategy on designing a direct tension test (DTT) specimen is first conducted using numerical finite element analysis. Seven series of DTT specimens made of UHPC and with well-designed dimensions to avoid local stress concentration are then tested experimentally. Results indicate that the post-cracking localization within the gauge measurement region is guaranteed, and the DTT specimen is capable of fully capturing tensile stress-strain responses of UHPC. An idealized constitutive model with three linear phases is proposed to fit the experimental data and thus characterize the linear elastic, strain-hardening, and strain-softening behavior of UHPC in tension. Four tensile material parameters extracted from the experimental stress-strain curves are implemented in the idealized constitutive model from which the multi-phase responses of UHPC in tension are reconstructed. It is found that most tensile material parameters extracted from experimental stress-strain curves, including tensile strength, modulus of elasticity, and dissipated energy, increase with the increased volume fraction of steel fibers, curing age, and displacement loading rate, while the strain capacity at the first cracking remains nearly constant. The DTT specimen developed can be used effectively to characterize the tensile behavior of ductile fiber-reinforced cementitious materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aPavements, Concrete. =700 1\$aQiao, Pizhong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170644.htm =LDR 02902nab a2200421 i 4500 =001 JTE20170729 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170729$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170729$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1549.B28 =082 04$a620.1/18$223 =100 1\$aSarkar, Alireza,$eauthor. =245 10$aFeasibility of Improving the Mechanical Properties of Concrete Pavement Using Basalt Fibers /$cAlireza Sarkar, Majid Hajihosseini. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aMany research studies have so far been done to improve the mechanical properties of concrete pavement by using basalt fiber; these studies have indicated the positive effects of this fiber on concrete pavements. Accordingly, the idea of applying this fiber, which is proportional to the concrete mix design and is commonly used in this geographical area, was introduced. Therefore, based on the type and amount of basalt fiber content recommended in the technical literature, the effect of using this fiber in two conventional mix designs was evaluated. In order to determine the effect of the fiber on mechanical properties affecting pavement design, the influence of the alkaline environment of cement on the fiber was initially examined. Then, concrete samples containing this fiber are subjected to tensile, compression, and bending tests. The results showed that in the mix design commonly used in this area, the use of basalt fiber in accordance with the recommended amounts indicated in most studies may lead to a minor improvement in the toughness index and indirect tensile strength of concrete samples and to negative effects on four-point bending and compressive strength. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aFibers. =650 \0$aFibrous composites. =700 1\$aHajihosseini, Majid,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170729.htm =LDR 03198nab a2200433 i 4500 =001 JTE20170746 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170746$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170746$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA7 =082 04$a624.08$223 =100 1\$aFarhan, Ahmed Hilal,$eauthor. =245 10$aEffect of Rubber Incorporation on the Behavior of Pavement Cemented Mixtures under Cyclic Flexural Loading: A Preliminary Study /$cAhmed Hilal Farhan, Andrew Robert Dawson, Nicholas Howard Thom. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe main purpose of this study is to investigate the effect of replacing natural aggregate with crumb rubber on the behavior of cement-stabilized crushed aggregate mixtures subjected to cyclic flexural loading. This behavior is evaluated in terms of fatigue life and resilient flexural modulus. The damage to the modified mixtures was also examined utilizing permanent deformation accumulation and degradation of resilient flexural modulus during a fatigue test. To ensure the same packing of aggregate mixture, the natural aggregate was replaced by waste tire rubber particles of similar gradation. Four volumetric replacement percentages (0 %, 15 %, 30 %, and 45 %) of the 6-mm fraction size were utilized. The results revealed that the inclusion of rubber improves the fatigue life of cement-stabilized aggregate mixtures and reduces the resilient flexural modulus. Damage investigation showed that the rubber has little effect on the degradability of the modulus during fatigue. However, more permanent deformation was accumulated after modification with crumb rubber. It was observed that the applied stress ratio affected the different phases of permanent deformation accumulation. It is suggested that the mechanism of fatigue improvement of rubberized mixtures occurs by delaying crack propagation and absorbing the energy during the microcracking stage. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aFiber-reinforced concrete. =650 \0$aFlexure. =700 1\$aDawson, Andrew Robert,$eauthor. =700 1\$aThom, Nicholas Howard,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170746.htm =LDR 03132nab a2200481 i 4500 =001 JTE20160572 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160572$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160572$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.85$223 =100 1\$aJi, Jie,$eauthor. =245 10$aPreparation and Properties of Waterborne Epoxy-Modified Emulsified Asphalt Binder (WEMEAB) /$cJie Ji, Hui Yao, Wenhua Zheng, Zhi Suo, Ying Xu, Song Han, Shifa Xu, Zhanping You. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe objective of this research is to study the properties of waterborne epoxy-modified emulsified asphalt binder (WEMEAB). The WEMEAB was prepared with a method of preemulsification and modification. The optimum asphalt-water ratio (ratio of base asphalt binder to emulsifier), emulsifier content, and waterborne epoxy content were determined through an orthogonal test with three factors and three levels. Based on the penetration system, the high- and low-temperature properties and storage stability of WEMEAB were evaluated. The distribution of waterborne epoxy in the modified emulsified asphalt binder and the microstructure of WEMEAB were observed through the Fluorescence Optical Microscopy (FOM) and Atomic Force Microscopy (AFM) tests. The test results indicated that the high- and low-temperature properties of WEMEAB were noticeably improved and that the waterborne epoxy was distributed uniformly in the modified emulsified asphalt binder with an asphalt-water ratio of 65:35, 4 % waterborne epoxy and 1.4 % emulsifier. The FOM and AFM images showed that cross-linking and interpenetration network structure and "bee-like" structures had formed on the surface of the WEMEAB. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aPavements, Asphalt. =700 1\$aHan, Song,$eauthor. =700 1\$aSuo, Zhi,$eauthor. =700 1\$aXu, Shifa,$eauthor. =700 1\$aXu, Ying,$eauthor. =700 1\$aYao, Hui,$eauthor. =700 1\$aYou, Zhanping,$eauthor. =700 1\$aZheng, Wenhua,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160572.htm =LDR 03521nab a2200421 i 4500 =001 JTE20170751 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170751$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170751$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA7 =082 04$a624.08$223 =100 1\$aVenudharan, Veena,$eauthor. =245 10$aDevelopment and Performance Analysis of Asphalt-Rubber Gap-Graded Mixtures: Study on Aggregate Gradations /$cVeena Venudharan, Krishna Prapoorna Biligiri. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe objective of this research was to develop and evaluate asphalt-rubber gap-graded (AR-Gap) mixtures produced with varying gap aggregate gradations and designate a suitable aggregate gap gradation for local conditions, which could further be implemented at global level after necessary laboratory and field evaluations. A total of fifteen gap gradations were investigated, including seven specified by various highway agencies and eight trial gradations. The gradation studies recommended clustering seven gradations into two groups of similar characteristics. Furthermore, investigations on trial gradations presented the significance of each portion of the aggregate gradation in developing a superior performing gap gradation. Based on the refined gradation studies, three gap gradations were chosen: two from agency-specified, and one from the trial gradation for basic performance evaluation. Rutting, fatigue cracking, and moisture susceptibility investigations were accomplished on ten asphalt mixtures encompassing nine AR-Gap mixtures and one conventional dense graded mix. The results depicted superior performance of the proposed gradation indigenously developed in this study in respect of all distresses. The balance of coarse and fine aggregates in the proposed gradation facilitated higher strength at higher temperatures to resist rutting. Furthermore, the customized AR binder aided in providing additional resilience to the mixture, thereby improving the fatigue cracking resistance of the proposed AR-Gap mixture. Overall, it is envisaged that this study will help understand the effect of aggregate gradation characteristics on the performance of the AR-Gap mixture and aid in the development of AR-Gap mixtures as suitable long-lasting pavements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aFiber-reinforced concrete. =650 \0$aFlexure. =700 1\$aBiligiri, Krishna Prapoorna,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170751.htm =LDR 03238nab a2200433 i 4500 =001 JTE20170767 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170767$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170767$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1001.5 =082 04$a620.1186$223 =100 1\$aJi, Xiaoping,$eauthor. =245 10$aMechanical Properties and Crack Resistances of Cement-Stabilized Crushed Pebbles Produced via Vibration Compaction Method /$cXiaoping Ji, Xianghang Li, Yueqin Hou, Tao Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe objective of this study is to investigate the mechanical behavior and shrinkage resistance of cement-stabilized crushed pebble (CSCP) produced via vibration compaction method (VCM). Ten kinds of CSCPs with two different gradations and five cement contents were produced via VCM. The mechanical properties of the CSCPs, including unconfined compressive strength (UCS), splitting strength (SPS), and resilient modulus (RM), were evaluated. Subsequently, the effects of cement contents, curing time, gradation types, and degrees of compaction on the mechanical behavior were investigated. The dry shrinkage and temperature shrinkage and their influencing factors were also studied. Furthermore, the mechanical properties of CSCPs were compared with those of cement-stabilized limestone and granite. The results show that the mechanical properties of the CSCPs increased linearly with the increase in cement contents and nonlinearly with the increase in the curing period and could be improved by using skeleton-dense gradation and increasing the degree of compaction. A good linear relationship was observed between the UCS and SPS and between the UCS and RM. The dry shrinkage and temperature shrinkage resistance of CSCPs could also be improved by using skeleton-dense gradation. The mechanical properties of the CSCPs were lower than those of cement-stabilized limestone, but slightly higher than those of cement-stabilized granite. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aPavements$xOverlays. =700 1\$aHou, Yueqin,$eauthor. =700 1\$aLi, Xianghang,$eauthor. =700 1\$aWang, Tao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170767.htm =LDR 03602nab a2200409 i 4500 =001 JTE20170786 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170786$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170786$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.84$223 =100 1\$aAghaeipour, Arash,$eauthor. =245 10$aEffect of Ground Granulated Blast Furnace Slag (GGBFS) on Mechanical Properties of Roller-Compacted Concrete Pavement /$cArash Aghaeipour, Morteza Madhkhan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aBecause of various convenient features, such as high manufacturing speed, cost effectiveness, and high strength at low ages, roller-compacted concrete (RCC) has found growing use in the construction of concrete pavements. This study investigated the effect of ground granulated blast furnace slag on the mechanical properties (compressive and tensile strength and modulus of rupture) of RCC at the ages of 28 and 90 days. For this purpose, 40 preliminary RCC mix designs based on slag contents of 0, 20, 40, and 60 % (by weight of cementitious materials), moisture contents of 4, 4.75, 5.5, 6.25 and 7 % (by total weight of cementitious materials and aggregates), and cementitious material contents of 12 and 15 % (by weight of aggregate) were devised and tested to determine the optimum moisture content for eight primary mix designs. The primary mix designs were used to make 144 specimens for the evaluation of targeted mechanical properties. The results showed that the moisture content that was needed to reach maximum compaction increased with increasing slag content. The highest strengths were observed in the specimens that contained 40 % slag, which all exhibited equal or greater strength than the corresponding slag-free specimens. The scanning electron microscope images showed that this difference can be attributed to the better filling of pores and cracks with small-sized slag particles, which outperform cement particles in this respect. It seems that there is an optimum level for replacing cement with slag in order to achieve improved strength and that exceeding this level will lead to strength reduction. In this study, this optimum level was found to be 40 % slag. Moreover, increasing the cementitious material content from 12 to 15 % was found to increase the compressive strength, tensile strength, and modulus of rupture by reducing the water-to-cement ratio. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aPavements, Concrete. =700 1\$aMadhkhan, Morteza,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170786.htm =LDR 02733nab a2200421 i 4500 =001 JTE20170791 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170791$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170791$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1053 =082 04$a531.21$223 =100 1\$aGaikwad, Sharad V.,$eauthor. =245 10$aDesign, Development, and Calibration of Octagonal Ring Type Dynamometer with FEA for Measurement of Drilling Thrust and Torque /$cSharad V. Gaikwad, M. M. Mahapatra, Rahul S. Mulik. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this study, the design, development, and calibration of a strain-gauge-based octagonal ring type tool dynamometer was carried out. This dynamometer has the capacity to simultaneously measure thrust and torque during drilling operation. The thin strain ring theory was used for finalizing the dimensions of strain rings. Finite element analysis was carried out to compare theoretical strains with the experimental values and to finalize the location of strain gauges. The thrust force and torque were measured by eight strain gauges, each forming a Wheatstone bridge circuit, converting the deflections of elastic strain rings to proportional electrical signals. A suitable data acquisition system was used for recording the thrust and torque in a computer system. Calibration curves were plotted by applying known thrust and torque repeatedly. It was observed that the designed tool dynamometer is capable of measuring the cutting forces satisfactorily. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aDynamometer. =700 1\$aMahapatra, M. M.,$eauthor. =700 1\$aMulik, Rahul S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170791.htm =LDR 02517nab a2200445 i 4500 =001 JTE20170792 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170792$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170792$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA432 =082 04$a624.1/836$223 =100 1\$aEwe, Bryan,$eauthor. =245 10$aExperimental Study on Clay Brick Masonry Assemblies Strengthened with Basalt Textile Reinforced Mortar /$cBryan Ewe, Kim Hung Mo, Foo Wei Lee, Choon Wah Yuen, Tung-Chai Ling. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis research proposes the use of a basalt textile-reinforced mortar (TRM) system as an overlay to strengthen brick masonry. A comparison of the strength performances, namely, the compressive strength, flexural bond strength, and shear bond strength, between unreinforced brick assembly and basalt TRM-reinforced brick assembly was made. The reinforced specimens exhibited improved strength performance, in particular, the flexural bond and shear bond strengths whereby more than a two-fold increase was observed. Additionally, the coefficient of variations in the compressive and flexural bond strength of brick assemblies was reduced when reinforced with the basalt TRM. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aBricks$xTesting. =700 1\$aLee, Foo Wei,$eauthor. =700 1\$aLing, Tung-Chai,$eauthor. =700 1\$aMo, Kim Hung,$eauthor. =700 1\$aYuen, Choon Wah,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170792.htm =LDR 02996nab a2200445 i 4500 =001 JTE20180001 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180001$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180001$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.84$223 =100 1\$aWu, Jun,$eauthor. =245 10$aDynamic Compressive Behavior of Asphalt Concrete Material under Impact Load /$cJun Wu, Xuemei Liu, Hao Wu, Liang Li, Zhongxian Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this article, the dynamic compressive behavior of asphalt concrete was investigated through the servo-hydraulic compressive test and Split Hopkinson Pressure Bar (SHPB) test. At a given temperature, asphalt concrete deformed slowly and permanently under quasi-static to low strain rate loading. Under higher strain rates loading, it suffered fracture. The failure plane of the asphalt concrete under low strain rates loading occurred at binder, while under high strain rates loading along the binder and aggregates. It was also found that the first branch of Dynamic Increase Factor (DIF) curve performed a smooth increase in strength, while the second branch increased sharply at the strain rate of 100 s -1 . The suitability of the input DIF curve for numerical simulation was also discussed. A numerical model of asphalt concrete subjected to the SHPB test was developed and validated. It suggests the obtained compressive DIFs of asphalt concrete should be modified to avoid the duplication of the inertial effects. The modified DIF curve for current asphalt concrete material was also given. This research will be of direct importance to both practitioners and researchers involved with pavement design. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aPavements, Concrete. =700 1\$aLi, Liang,$eauthor. =700 1\$aLiu, Xuemei,$eauthor. =700 1\$aLiu, Zhongxian,$eauthor. =700 1\$aWu, Hao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180001.htm =LDR 02844nab a2200445 i 4500 =001 JTE20180031 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180031$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180031$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a974.9$223 =100 1\$aAbedini, Mohammad,$eauthor. =245 10$aMultiple Stress Creep and Recovery Behavior of SBR-Modified Bitumen Emulsions /$cMohammad Abedini, Abolfazl Hassani, Mahmoud Reza Kaymanesh, Ali Akbar Yousefi, Hossein Abedini. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe effect of two grades of styrene-butadiene rubber (SBR) at 2, 4, 6, and 8 wt. % on the deformation behavior of cationic polymer-modified bitumen emulsion by a multiple stress creep and recovery test at three different temperatures (58°C, 68°C, and 78°C) was investigated. It was observed that increasing SBR latex content leads to a decrease in nonrecoverable creep compliance ( Jnr ) of the bituminous residue, whereas increasing temperature leads to an increase in Jnr . The results also revealed that reduction in Jnr is not remarkable for polymer content higher than 6 wt. %. Furthermore, comparing the effect of different SBRs revealed that at equal polymer content, the Jnr of SBR-modified bitumen emulsion residue was found to be twice that of a branched carboxylated styrene-butadiene rubber (X-SBR)-modified one. At the same polymer modification rate and temperature, X-SBR can be used for higher traffic levels compared to an SBR-modified bitumen emulsion. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aPavements$xTesting. =700 1\$aAbedini, Hossein,$eauthor. =700 1\$aHassani, Abolfazl,$eauthor. =700 1\$aKaymanesh, Mahmoud Reza,$eauthor. =700 1\$aYousefi, Ali Akbar,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180031.htm =LDR 03107nab a2200457 i 4500 =001 JTE20180034 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180034$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180034$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA775 =082 04$a624.1534$223 =100 1\$aWu, Shuyin,$eauthor. =245 10$aInvestigation on Microwave Heating Technology for Rutting Maintenance in Asphalt Pavement /$cShuyin Wu, Jun Yang, Ruochong Yang, Jipeng Zhu, Song Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAs one of the major diseases of asphalt pavement, rutting has become an important research topic. The current treatment method of rutting generally requires the milling of asphalt layers and construction of a new overlay, which is time-consuming and costly. Microwave heating is a promising technology for asphalt pavement maintenance. This research aimed to introduce microwave heating into the in situ rutting rehabilitation. The effects of microwaves on the aging of asphalt and mechanical properties of asphalt mixtures were discussed. The mechanism and effects of microwave maintenance were explored at the macroscopic and microscopic scale with the British Pendulum Test, X-ray Computed Tomography, Asphalt Extraction Test, and Discrete Element Method. The experiments showed that the microwaves have little negative effect on the performance of asphalt and asphalt mixtures. The analysis of the formation process of rutting showed that asphalt or asphalt cement shows bottom-up migration while the coarse aggregates move down. Overall, the research indicates that the general effect of microwave maintenance is an improvement in the rutting resistance of asphalt pavement, suggesting that rutting maintenance using microwave heating is feasible in practice. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aMicrowave drying. =650 \0$aMicrowave heating. =700 1\$aLiu, Song,$eauthor. =700 1\$aYang, Jun,$eauthor. =700 1\$aYang, Ruochong,$eauthor. =700 1\$aZhu, Jipeng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180034.htm =LDR 03415nab a2200469 i 4500 =001 JTE20180036 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180036$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180036$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC244 =082 04$a534.55$223 =100 1\$aLi, Yukun,$eauthor. =245 12$aA Novel Method for Evaluating Biaxial Stresses by Ultrasonic Critical Refracted Longitudinal Waves /$cYukun Li, Wenguang Yu, Li Liu, Xiusong Huang, Furui Shi, Yanlong Zhang, Zijian Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe ultrasonic critically refracted longitudinal wave (Lcr wave) method is an effective tool for measuring surface stresses in a nondestructive way. Whether the stresses are uniaxial or biaxial, the result of the measurements depends on the ultrasonic time-of-flight difference and the stress coefficient. Besides these, the measuring direction is also a factor to be considered. However, this method can only be used to determine the stress parallel to the direction of wave propagation without considering the influence of the stress perpendicular to the direction of wave propagation. After carrying out a large number of experiments, it was found that the stress perpendicular to the direction of wave propagation has a significant effect on the results obtained. Meanwhile, in a biaxial stress state, the proportional relationship that is obtained between the variation in the stress of the specimens and the variation in the time of flight of Lcr waves is not valid. Instead, the proportional relationship between the variation in strain and the ultrasonic time-of-flight difference is established. Based on the acoustoelastic effect and generalized Hooke's law, the concept of a strain coefficient is proposed. The longitudinal wave acoustoelastic equation under a biaxial stress state is derived for further study. This equation is applicable to calculating uniaxial and biaxial stresses and provides an effective method for measuring biaxial stress fields on the surfaces of materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aUltrasonic waves. =700 1\$aHuang, Xiusong,$eauthor. =700 1\$aLiu, Li,$eauthor. =700 1\$aLiu, Zijian,$eauthor. =700 1\$aShi, Furui,$eauthor. =700 1\$aYu, Wenguang,$eauthor. =700 1\$aZhang, Yanlong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180036.htm =LDR 02881nab a2200445 i 4500 =001 JTE20180071 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180071$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180071$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA7 =082 04$a624.08$223 =100 1\$aLiu, Chen Guang,$eauthor. =245 12$aA Novel Dynamic Detection Method of Impact Factor Considering Deterioration of Pavement Roughness /$cChen Guang Liu, Zong Lin Wang, Qing Fei Gao, Yong Sun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe influence mechanism between the impact factor of bridge and pavement roughness was analyzed and a novel bridge dynamic detection method was presented in this article. Based on the vehicle-bridge vibration theory, the effect of both the spatial and frequency domain characters of pavement roughness on the impact factor were analyzed. Then, derived from the probability distribution model of the impact factor data, a new index for the dynamic increment that was excited by the pavement roughness was introduced. The new index can indicate the impact factors caused by the pavement roughness of different Power Spectral Density grades with selected assurance factors. Lastly, together with the new index, a novel dynamic detection method, which was developed from the obstacle moving truck testing method, was proposed. With a new equivalent design method, the dynamic increment excited by the artificial obstacles could be set similar to that which was caused by different degrees of pavement deterioration. The future dynamic response of the bridge could be predicted. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aPavements. =650 \0$aSurface roughness. =700 1\$aGao, Qing Fei,$eauthor. =700 1\$aSun, Yong,$eauthor. =700 1\$aWang, Zong Lin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180071.htm =LDR 02759nab a2200433 i 4500 =001 JTE20160622 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160622$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160622$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHV8077 =082 04$a623.44$223 =100 1\$aLiu, Xiaofeng,$eauthor. =245 10$aStudy on Dimension Measurement for Gas Guide Groove of Gun Barrel /$cXiaofeng Liu, Kangjun Yang, Lin Bo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAn automatic measurement system based on the stationary wavelet transform (SWT) of vibration signal is developed to obtain the depth and width of gas guide grooves in the gun barrel. The system consists of the programmable logic controller module used to control the motions of system components, a mechanical apparatus used to fix the gun barrel and position the transducer, and a measurement device used to capture and analyze the measured data. With the SWT, the interference noise, baseline wander, and interference harmonics are successively eliminated from the captured displacement signal. Afterwards, the peak and valley points are detected out, which, respectively, represent the information of groove depth and of groove width. Finally, the dimensions of the gas guide groove are determined according to the points detected out and the calibration information. In the experiment, the steps of data processing are provided in detail, and the analysis results show that the measuring error is less than 3 %, which can meet the actual requirements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aGun barrels. =650 \0$aGuns. =700 1\$aBo, Lin,$eauthor. =700 1\$aYang, Kangjun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160622.htm =LDR 02825nab a2200433 i 4500 =001 JTE20180079 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180079$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180079$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.1633$223 =100 1\$aGanesh Kumar, J.,$eauthor. =245 10$aFinite Element Simulation of Plastic Deformation of 316LN Stainless Steel during Automated Ball Indentation Test /$cJ. Ganesh Kumar, V. D. Vijayanand, K. Laha. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe automated ball indentation (ABI) technique has been used to obtain the tensile properties of 316LN stainless steel (SS). In order to study the complex state of stress prevailing during plastic deformation in the ABI test specimen under spherical indenter, finite element analysis (FEA) was carried out on an axisymmetric model of ABI indenter and specimen. The stresses that were obtained along the surface confirmed the requirement of finite interplanar spacing to be maintained between successive indentations. The evolution of plastic zone has been studied using von Mises yielding criterion. The plastically deformed zone existed up to the depth approximately equal to 1.5 times the diameter of indenter. The accumulation of strain in the specimen close to the indenter tip was inferred similarly from both FEA and the strain map experimentally determined using electron backscatter diffraction. The stress-strain curves for 316LN SS at 298 K and 923 K were predicted by combining FEA procedures with ABI testing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aDeformations (Mechanics) =650 \0$aMetals$xPlastic properties. =700 1\$aLaha, K.,$eauthor. =700 1\$aVijayanand, V. D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180079.htm =LDR 03782nab a2200433 i 4500 =001 JTE20180103 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180103$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180103$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.E4 =082 04$a668.4232$223 =100 1\$aLautre, Nitin Kumar,$eauthor. =245 10$aExperimental Evaluation of a Microwave Drilling Process in Perspex /$cNitin Kumar Lautre, Apurbba Kumar Sharma, Pradeep Kumar, Shantanu Das. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAn attempt was made to investigate the practicability of drilling sub-millimeter holes in the low-melting-point Perspex using microwave energy. However, a complete characterization study of the microwave drilling process occurs through the characterization of the drill concentrator and the drilled hole in the Perspex specimen. In the present study, a commercial steel-alloyed drill tool has been used as a microwave concentrator and was characterized after the microwave drilling process. The key objective was to understand the capability of the drill tool in concentrating the microwave energy for effective hole drilling in Perspex specimens. A method based on mutual material interaction inside a customized applicator was employed to drill a hole in Perspex by thermal ablation. Energy dispersive spectroscopy using a field emission scanning electron microscopy was performed on a drill tool and workpiece to understand the composition variation during microwave drilling. A Dewinter optical microscope with material and software was used for macroscopic studies (Dewinter, New Delhi, India). Often, a precise weighing machine, jiffy digital clock, and fluke infrared thermometer were used for basic preparation. Thermal analyses based on thermogravimetric analysis (thermogravimetric analysis, differential thermal analyzer, and derivative thermogravimetric) were attempted in order to understand the thermal losses and heat energy influencing the performance of the microwave drilling process. Thermal characterization was carried out for the high heating rates of individual materials as well as the interaction with other materials. The results confirm the drilling of a hole at a low power (90-360 W) setting by a steel alloy drill bit concentrator. It was observed that the melting of the drill bit increased with an increase in the power beyond 180 W. A quality hole of 0.9 mm was drilled with a 0.8 mm drill bit after material characterization at optimized parametric settings. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aThermoplastics. =700 1\$aDas, Shantanu,$eauthor. =700 1\$aKumar, Pradeep,$eauthor. =700 1\$aSharma, Apurbba Kumar,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180103.htm =LDR 02761nab a2200433 i 4500 =001 JTE20180111 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180111$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180111$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLD5340 =082 04$a621.381/044$223 =100 1\$aKanagaraj, N.,$eauthor. =245 10$aModified Bidirectional Dc-dc Boost Converter Fed Three-Phase Four-Wire PV-DVR /$cN. Kanagaraj, M. Ramasamy, Hegazy Rezk, T. Manesh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (29 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this article, a photovoltaic (PV)-integrated bidirectional two-winding coupled inductor-based dc-dc converter-fed three-phase four-wire (3P4W) photovoltaic dynamic voltage restorer (PV-DVR) is proposed. The PV interconnected DVR, connected with the power distribution network, effectively compensates the long-term voltage sag, voltage swell, and interruptions. The conventional PV-DVRs designed with the cascaded connection of dc-dc converters offer high boosting gain with increased losses and cost. The proposed PV-DVR based on two-winding coupled inductor-based bidirectional dc-dc converter is designed to provide high boosting gain with increased efficiency and reduced components. The performance of the proposed scheme is validated by simulation using MATLAB/SIMULINK (MathWorks, Natick, MA) and experimentally under different operating conditions. The results show the effectiveness of the proposed topology in mitigating the long-term voltage sag, voltage swell, and interruptions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aDC-to-DC converters. =700 1\$aManesh, T.,$eauthor. =700 1\$aRamasamy, M.,$eauthor. =700 1\$aRezk, Hegazy,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180111.htm =LDR 03235nab a2200409 i 4500 =001 JTE20180114 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180114$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180114$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP215 =082 04$a661.22$223 =100 1\$aMahmoud, M. H.,$eauthor. =245 10$aResponse of Concrete to Incremental Aggression of Sulfuric Acid /$cM. H. Mahmoud, M. T. Bassuoni. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThere is lack of standardized tests for specifically evaluating the resistance of concrete to sulfuric acid attack, which has caused great variability, for example, in terms of solution concentration, pH level/control, etc., among previous studies in this area. Accordingly, there are conflicting data about the role of key constituents of concrete (e.g., supplementary cementitious materials [SCMs]) and uncertainty about building codes' stipulations for concrete exposed to sulfuric acid. Hence, the aim of this study was to assess the behavior of the same concretes, prepared with single and blended binders, to incremental levels (mild, severe, and very severe) of sulfuric acid solutions over 36 weeks. The test variables included the type of cement (general use [GU] or portland limestone cement [PLC]) and SCMs (fly ash, silica fume, and nanosilica). The severe (1 %, pH of 1) and very severe aggression (2.5 %, pH of 0.5) phases caused mass loss of all specimens, with the latter phase providing clear distinction among the performance of concrete mixtures. The results showed that the penetrability of concrete was not a controlling factor under severe and very severe damage by sulfuric acid attack, whereas the chemical vulnerability of the binder was the dominant factor. Mixtures prepared from the PLC performed better than those prepared from GU. While the quaternary mixtures that consisted of GU or PLC, fly ash, silica fume, and nanosilica showed the highest mass losses after 36 weeks, the binary mixtures incorporating GU or PLC with fly ash had the lowest mass losses. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aSulfuric acid. =700 1\$aBassuoni, M. T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180114.htm =LDR 02710nab a2200409 i 4500 =001 JTE20180128 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180128$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180128$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.850288$223 =100 1\$aMackiewicz, Piotr,$eauthor. =245 10$aInfluence of the Load and Time Conditions on the Results of the Static Plate Load Test /$cPiotr Mackiewicz, Bartłomiej Krawczyk. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this article, the authors analyzed the influence of the loading time, magnitude, and loading approach (loading device type and weight) on the vertical displacements registered in the pavement subgrade static plate load test. The three-dimensional finite element method computational model was developed. Conducted numerical analyses were verified in field tests. Three layer systems of different stiffnesses were examined. The visco-plastic behavior of the subgrade was taken into account in the numerical computations as well as the reach and superposition of the deflection (displacements) basins at different loading configurations (loading device type and weight). Essential discrepancies in both the field measurement results and computation results were observed for different loading times and approaches at the same loading level of the plate. The ambiguity of the pavement subgrade static plate load test results interpretation due to different load-time test conditions was explained. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aPavements, Asphalt concrete$xTesting. =700 1\$aKrawczyk, Bartłomiej,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180128.htm =LDR 02991nab a2200409 i 4500 =001 JTE20180130 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180130$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180130$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN730 =082 04$a669.1$223 =100 1\$aManimaran, G.,$eauthor. =245 10$aSurface Behavior of AISI H13 Alloy Steel Machining under Environmentally Friendly Cryogenic MQL with PVD-Coated Tool /$cG. Manimaran, K. Nimel Sworna Ross. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCooling and lubrication throughout the machining process have a vital impact on final product quality. Use of cutting fluid in the machining process will not control the increased heat generation that is due to frictional resistance, conventionally. Cryogenic machining along with minimum quantity lubrication (CMQL) is a reliable choice to flood cooling in pertinence. It averts the utilization of a large amount of cutting oil and it improves surface integrity. Carbon dioxide provides better cooling to the tool and work material. Additionally, the vegetable oil droplets provide better lubrication at the interface. The investigation results on the response of CMQL on machinability of AISI H13 steel with varying cutting speeds in the range of 45-75 m/min in end milling uses a PVD-AlTiN-coated carbide insert at a constant depth of cut. Machining with CMQL gives 52-53 % and 38-41 %, 65-71 %, and 33-41 % on cutting temperature and surface roughness, respectively, which is a dwindling value when interrelated with dry and flooded cooling environments, in which cutting forces and flank wear were subsequently reduced moderately when compared to dry and wet machining. Application of CMQL provides exceptional lubrication and cooling to the cutting zone. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aSteel$xThermal properties. =700 1\$aNimel Sworna Ross, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180130.htm =LDR 02536nab a2200421 i 4500 =001 JTE20180136 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180136$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180136$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a974.9$223 =100 1\$aGao, Chenghui,$eauthor. =245 10$aMeasurement of Sample Tilt by Residual Imprint Morphology of Berkovich Indenter /$cChenghui Gao, Ligang Yao, Ming Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe tilt between sample surface and indenter is the premise for taking into consideration the effect of sample tilt on indentation measurement by some correction functions. A theoretical approach is proposed to measure the tilt angle and rotation angle of a tilted sample by the residual imprint morphology of the Berkovich indenter. The tilt angle and rotation angle are defined in the Cartesian coordinate system at the tip of the Berkovich indenter, which is ideal and whose axis is along the vertical direction. The normal of the sample surface can be calculated with unique solutions by solving the equations with the projected contact lengths of indenter edges as input values, which can be measured directly from the residual imprint after indentation. Tilt angle and rotation angle can be calculated from sample surface normal. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aPavements$xTesting. =700 1\$aLiu, Ming,$eauthor. =700 1\$aYao, Ligang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180136.htm =LDR 03099nab a2200409 i 4500 =001 JTE20180152 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180152$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180152$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1001.5 =082 04$a625.8$223 =100 1\$aTran, Nhat Thanh,$eauthor. =245 10$aEvaluating the Rutting Resistance of Wearing Course Mixtures with Different Fine Aggregate Sources Using the Indirect Tensile Strength Test /$cNhat Thanh Tran, Osamu Takahashi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe aim of this experimental study was to determine if the indirect tensile (IDT) strength test results for Marshall cylindrical specimens are associated with a laboratory evaluation parameter for the rutting resistance of wearing course hot mix asphalt (HMA) mixtures. We investigated a wide range of HMA mixtures with various aggregate gradations; the specimens consisted of seven Vietnamese and six Indonesian HMA mixtures with a 12.5-mm nominal maximum particle size. Three different fine aggregates from two sources (natural sand and manufactured screening) were used to fabricate these HMA specimens. Wheel tracking tests were also conducted to verify the validity of the IDT strength test as a potential indicator of rutting resistance in HMA mixtures. The experimental results showed that the IDT strength test using Marshall cylindrical specimens has potential applications for evaluating rutting resistance, regardless of aggregate source. The study also explored the effects of fine aggregate on the resistance of HMA mixtures to permanent deformation. Overall, fine aggregate significantly influenced the rutting resistance of mixtures when the aggregate gradations were controlled to achieve the same gradations. In contrast, fine aggregates with different gradations were not strongly associated with the rutting resistance of HMA mixtures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aPavements, Asphalt$xAdditives. =700 1\$aTakahashi, Osamu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180152.htm =LDR 03709nab a2200445 i 4500 =001 JTE20180174 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180174$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180174$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ211.495 =082 04$a629.893$223 =100 1\$aRim, Cholmin,$eauthor. =245 12$aA Kinematic Calibration Method of the Articulated Arm Coordinate Measuring Machine Using Niching Chaos Optimization Algorithm /$cCholmin Rim, Chang-Hyon Rim, Gang Chen, Yongchol Sin, Kukchol Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aArticulated arm coordinate measuring machine (AACMM) is a kind of portable coordinate measuring equipment, which employs a series of rotating joints. In order to improve the measuring accuracy and repeatability of AACMM, it is essential to calibrate the kinematic parameters of AACMM. The calibration process is a kind of nonlinear optimization problem and can be solved by employing various optimization algorithms most including Levenberg-Marquardt algorithm (LMA) and trust region algorithm. Recently, evolutionary computation (EC) has been extensively studied and applied to many engineering problems, since they have some positive features such as easy implementation, broad applicability and robust mechanism of escaping from the local optimum. Chaos optimization algorithm (COA) is one of the evolutionary computation, which utilizes chaotic numerical sequences. In this article, a new kinematic calibration approach for AACMM is proposed by using niching chaos optimization algorithm (NCOA). A hybrid objective function for kinematic calibration is proposed that reflects the various performance tests including single-point articulation performance test, effective diameter performance test and volumetric performance test. Levenberg-Marquardt algorithm and niching chaos optimization algorithm are applied for calibrating the kinematic parameters. Niching chaos optimization algorithm shows competitive calibration performance to Levenberg-Marquardt algorithm. The experimental results demonstrate that the measurement accuracy calibrated using NCOA has been better than that of using LMA in terms of the root-mean-square deviation. The experimental results demonstrate that the measurement accuracy calibrated using NCOA has been better than that of using LMA in terms of the root-mean-square deviation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aCoordinate measuring machines$vStandards. =700 1\$aChen, Gang,$eauthor. =700 1\$aKim, Kukchol,$eauthor. =700 1\$aRim, Chang-Hyon,$eauthor. =700 1\$aSin, Yongchol,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180174.htm =LDR 03567nab a2200445 i 4500 =001 JTE20180199 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180199$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180199$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1828 =082 04$a677.6$223 =100 1\$aKubera Sampath Kumar, S.,$eauthor. =245 10$aDesign and Characterization of Secondary and Tertiary Layers of a Multilayer Wound Dressing System /$cS. Kubera Sampath Kumar, C. Prakash, S. Vaidheeswaran, B. Karthic Kumar, S. Subramanian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA nonwoven secondary layer was produced from silk fibroin by a compression and spunlacing method. Super absorbent polymer (SAP) was added to the nonwoven mat to increase the exudates and absorption capacity and manage the moisture in the wound site. Three types of tertiary layers, viz., cotton gauze cloth, adhesive tape, and polyurethane film, were experimented on for the properties that are essential for those layers. The structural stability was found to be better in the spunlaced nonwoven compared to the compressed nonwoven. The Phosphate Buffer Saline (PBS) absorption of the nonwoven increased with an increase in the concentration of SAP percentage. The PBS absorption was found to be lower for the spunlaced nonwoven because of the higher fiber entanglement and packing compared to that of the compressed nonwoven. The vapor permeation rate (grams per square meter a day) across the nonwoven mat decreased with an increase in grams per square meter, and there was no effect from the SAP percentage added to the nonwoven mats. Horizontal and vertical wicking of the spunlaced nonwoven was better than that of the compressed nonwoven. The results showed that spunlaced nonwoven would be a better material for the secondary layer. The vapor transmission rate was highest for cotton gauze cloth, followed by adhesive tape and film. The multilayer wound-dressing system consisting of primary, secondary, and tertiary layers was tested for PBS vapor transmission rate and bacterial penetration. The results showed that the wound-dressing system made from film and adhesive tape did not allow the Staphylococcus aureus bacterial culture to penetrate through the wound-dressing system. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aNonwoven fabrics. =700 1\$aKarthic Kumar, B.,$eauthor. =700 1\$aPrakash, C.,$eauthor. =700 1\$aSubramanian, S.,$eauthor. =700 1\$aVaidheeswaran, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180199.htm =LDR 03040nab a2200421 i 4500 =001 JTE20170064 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170064$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170064$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL521 =082 04$a629.1$223 =100 1\$aAreda, Getu Tilahun,$eauthor. =245 10$aMechanical Interlock Made by Electromagnetic Crimping for Axial Load Resistance Using Aluminum Tube and Steel Rod /$cGetu Tilahun Areda, Sachin D. Kore. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aJoining an aluminum tube with a steel rod using thermal-based welding processes like arc welding is challenging because of oxide formation, which requires a higher melting temperature than the parent metal. In this article, the electromagnetic crimping process is used to join the aluminum tube and a steel profiled rod mechanically. The circumferential double grooves, which have a rectangular shape, were machined on the steel rod with different geometrical parameters. Discharge energy of 4.7 kJ and a groove edge angle of 0.5 mm were kept constant. Therefore, the primary goal of this study is to investigate the effect of geometrical parameters on joint strength using a double rectangular groove. The result of the pullout test revealed that the joint strength of most crimped samples was found in the range of the strength of the aluminum tube. Based on the results obtained, a design guideline that describes the effects of the width-to-depth ratio on joint strength is proposed. Further, the effect of groove depth on the percentage of gap filling, wrinkling, and tube thickness reduction was studied in detail. Moreover, microhardness at the joint interface was also investigated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aAluminum tubes. =650 \0$aHydrogen$xThermal properties. =700 1\$aKore, Sachin D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170064.htm =LDR 02871nab a2200445 i 4500 =001 JTE20180216 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180216$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180216$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1191.5 =082 04$a671.35$223 =100 1\$aUthayakumar, M.,$eauthor. =245 10$aMicrodrilling of AA (6351)-SiC-B4C Composite Using Hybrid Micro-ECDM Process /$cM. Uthayakumar, S. Thirumalai Kumaran, M. Adam Khan, Sebastian Skoczypiec, Wojciech Bizon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn the present work, the microdrilling of a metal matrix composite (MMC) is performed by a combination of microelectrical discharge and electrochemical machining (the hybrid micro-ECDM process). The difficulties on machining the cohesive regions on the composite are studied through the control of machining parameters. The kerf/side gap of the holes, energetic regimes on the machined surface, and the surface texture are analyzed through optical microscope, scanning electron microscope, and energy dispersive spectroscopic images. From the observed results, it is found that the machining time increases with an increase in the discharge current and decrease in voltage. The fluctuations in material removal and the eccentricity towards the microdrill are also due to the change in current amplitude. Further, the formation of recast layer and the micropores on the machined surface are analyzed, and it is found that they are not completely eliminated but can be reduced with a change in process parameters. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aMicromachining. =700 1\$aAdam Khan, M.,$eauthor. =700 1\$aBizon, Wojciech,$eauthor. =700 1\$aSkoczypiec, Sebastian,$eauthor. =700 1\$aThirumalai Kumaran, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180216.htm =LDR 03082nab a2200409 i 4500 =001 JTE20180280 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180280$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180280$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1071 =082 04$a621.822$223 =100 1\$aHuang, Weidi,$eauthor. =245 12$aA Vector Angle Method of Rolling Bearing Fault Classification by Phase-Space Reconstruction Technique /$cWeidi Huang, Chunbiao Gan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA fault classification method is developed by the phase-space reconstruction technique for a rotor system with a rolling bearing fault. Based on the nonlinear time series analysis, proper choices on time delay and embedding dimension are firstly discussed to accomplish the phase-space reconstruction from an arbitrarily one-dimensional time series, then the vector angle calculation is derived for each point in the reconstructed trajectory of an illustrating artificial signal, from which the vector angles of the points are composed of 90° and non-90° ones. To perform the fault feature analysis of the rolling bearing, an experimental rig of the rotor-bearing system and dynamical model of the system are established to collect the one-dimensional acceleration signals of three types of rolling bearing faults, and the topology of the reconstructed trajectory in three-dimensional phase space is characterized. It is interesting to find that the effects of various rolling bearing faults on the reconstructed trajectories are different, and the fault features can be extracted successfully by the distribution percentage of 90° and non-90° vector angles of the points in the reconstructed trajectory in three-dimensional phase space, which cannot be identified by the traditional attractor reconstruction method. Moreover, the higher the fault frequency, the lower proportion the healthy points. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aRoller bearings. =700 1\$aGan, Chunbiao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180280.htm =LDR 02400nab a2200433 i 4500 =001 JTE20180393 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180393$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180393$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA405 =082 04$a620.1/12$223 =100 1\$aLu, G. X.,$eauthor. =245 10$aFormation Mechanism of Residual Stress Field Induced by Surface Strengthening Process /$cG. X. Lu, R. Z. Wang, J. D. Liu, Y. Z. Zhou. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe formation of the residual stress field that accompanies severe plastic deformation is analyzed in view of the crystal structure evolution and mechanical response of the material. The conclusion drawn is that elastic release is the fundamental cause of the residual compressive stress field in the near-surface layer, while the residual tensile stress field in the deep region is attributed to load conservation. The elastic strain, which is embodied by the offset of a metal atom to the equilibrium position of the lattice, varies with the depth of the material owing to the differentiated effects of elastic release and load conservation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aStrength of materials. =700 1\$aLiu, J. D.,$eauthor. =700 1\$aWang, R. Z.,$eauthor. =700 1\$aZhou, Y. Z.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180393.htm =LDR 03660nab a2200457 i 4500 =001 JTE20180438 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180438$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180438$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN677 =082 04$a669/.1413$223 =100 1\$aDong, Yiqie,$eauthor. =245 10$aSynthesis and Characterization of the Blast Furnace Cinder-Based Geopolymer-Solidified Pile Mud /$cYiqie Dong, Min Zhou, Anna Liang, Yiwen You, Zhongyi Wang, Haobo Hou. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aFor evaluating the effect of the blast furnace cinder-based geopolymer solidified pile mud, the relationship of the solidified blocks between the compressive strength and the n (silicon): n (aluminum) ( n [Si]: n [Al]), n (sodium): n (aluminum) ( n [Na]: n [Al]) and n (water): n (binder) are fitted using the Box-Behnken experimental design, and the optimal values of the solidified block are selected. The mineral compositions, microstructure, and pore structure are determined through X-ray analysis, micromorphology, and static equilibrium adsorption test, respectively. Based on these experiments, the following conclusions are presented. The response surface model can well evaluate the relationship between the compressive strength and multiple factors. The theoretical maximum strength of the block is 1.90 MPa when the n (Si): n (Al), n (Na): n (Al), and n (water): n (binder) are 2.873, 0.706, and 2.329, respectively. The compressive properties of the blocks meet the requirements of the China Standards JTG E30-2005, Test Method of Cement and Concrete for Highway Engineering . Zeolite A, kröhnkite, rankinite, sidorenkite, and berthierite are formed through geopolymerization. The dense lamellar particles have disappeared into the microstructure, and the amorphous substances are clearly observed. The isotherms of the pile mud and the solidified blocks belong to Category IV with an H 3 -type hysteresis loop. The absorbance and the specific surface area ( S BET ) of the specimen in optimal ratio are 14.24 g/cm 3 and 2.314 m 2 /g, respectively. The total pore volume decreases by 67.19-77.08 %. In the process, Si-O-Si and Al-O-Si are broken down during hydration, and polymers such as Si-O-Na, Si-OH, Al(OH) 4- , Al(OH) 5 2- , and Al(OH) 6 3- were formed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aBlast furnaces. =700 1\$aHou, Haobo,$eauthor. =700 1\$aLiang, Anna,$eauthor. =700 1\$aWang, Zhongyi,$eauthor. =700 1\$aYou, Yiwen,$eauthor. =700 1\$aZhou, Min,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180438.htm =LDR 02949nab a2200433 i 4500 =001 JTE20180550 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180550$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180550$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS156 =082 04$a658.5/62$223 =100 1\$aRaza, Muhammad Ali,$eauthor. =245 10$aOn Designing Distribution-Free Homogeneously Weighted Moving Average Control Charts /$cMuhammad Ali Raza, Tahir Nawaz, Dong Han. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThere are many practical situations in which the underlying process distribution is either completely unknown or partially known but deviates from normality. In such cases, the performance of the traditional parametric control charts deteriorates, and nonparametric control charts are considered as a robust alternative for monitoring the process. In this article, two new nonparametric homogeneously weighted moving average (NPHWMA) control charts are proposed for monitoring the deviations in process location from the target value. The proposed charts assign a specific weight to the current sample information, and the remaining weight is equally distributed among the previous samples. The proposed NPHWMA charts are based on sign test and Wilcoxon signed-rank test for process monitoring under the skewed and symmetric distributions, respectively. The Monte Carlo simulations are used to study the run length properties and compare the performance of the proposed charts with some existing control charts. It is found that the proposed charts outperform their existing counterparts. Empirical illustrations are provided for practical implementation of the proposed charts. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aProcess control$xStatistical methods. =650 \0$aQuality control. =700 1\$aHan, Dong,$eauthor. =700 1\$aNawaz, Tahir,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180550.htm =LDR 03232nab a2200469 i 4500 =001 JTE20180579 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180579$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180579$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418 =082 04$a620.11232$223 =100 1\$aKavashima, Lieca Hassegawa,$eauthor. =245 10$aMeasuring the Static and Dynamic Elastic Modulus in Y-TZP Ceramic Applied to Dentistry /$cLieca Hassegawa Kavashima, Vicente Gerlin Neto, Natalia Almeida Bastos, Carlos Alberto Fortulan, Ana Flavia Sanches Borges, Carlos Alberto Fonzar Pintão, Cesar Renato Foschini. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aYttria tetragonal zirconia polycrystal in the form of presintered commercial blocks is used to manufacture dental prostheses through computer-aided design/computer-aided manufacturing technology. Although it presents appropriate mechanical properties, it may fail because of defects resulting from the forming, presintering, machining, or sintering processes. The aim of the current study is to evaluate the influence of the presintering process on the microhardness of presintered blocks and on the elastic modulus of sintered materials. Blocks were formed by means of uniaxial and isostatic pressing. Next, they were presintered at different temperatures and soaking times, besides being subjected to the Vickers microhardness and mechanical tests to evaluate their elastic modulus. Statistical analyses showed that the presintering time at 900°C had no effect on microhardness, although it was significant at 950°C. The postsintering elastic modulus ranged from 205.7 to 231.9 GPa, which is similar to the range recorded in the literature. The presintering process had no influence on the postsintering mechanical resistance results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aElasticity. =700 1\$aBastos, Natalia Almeida,$eauthor. =700 1\$aBorges, Ana Flavia Sanches,$eauthor. =700 1\$aFortulan, Carlos Alberto,$eauthor. =700 1\$aFoschini, Cesar Renato,$eauthor. =700 1\$aNeto, Vicente Gerlin,$eauthor. =700 1\$aPintão, Carlos Alberto Fonzar,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180579.htm =LDR 03239nab a2200409 i 4500 =001 JTE20180581 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180581$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180581$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP692.2 =082 04$a665.53825$223 =100 1\$aKoyunoğlu, Cemil,$eauthor. =245 10$aEco-Friendly Usage of Aviation Gasoline; Benzene and Toluene Concentration Effect /$cCemil Koyunoğlu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe Clapeyron equation defines the relationship between temperature and vapor pressure. If the absolute temperature graph is plotted, a straight line is obtained on the y-axis of the graph against the logarithm of the vapor pressure. Each liquid and gas-phase hydrocarbon can be determined in the graph. While plotting this graph of the benzene-toluene mixture that affects fuel performance, the pressure values ​​of the mixture are determined by the separation of the mixture from the air. Usually, when drawing this graph, critical temperatures and pressures are essential and more pronounced in hydrocarbons where aromatic structures are rich. To determine the vapor pressure, the atmospheric pressure, such as the boiling range of the sample, must be determined depending on the liquid boiling temperature of a reflux condenser. This means that the temperature of the fuel at a vapor pressure exceeding 760 mmHg in the same graph, apart from this temperature, is estimated. The slopes of other petroleum products can determine the slope of the obtained temperature distribution. If the boiling point cannot be determined experimentally, the temperature value in the Engler distillation curve corresponding to 20 % distillation can be taken. A proposed solution of the McCabe-Thiele method as an alternative to other methods for the distillation properties of the benzene and toluene mixture that affect the fuel efficiency is described in this study. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aAirplanes$xFuel. =650 \0$aGasoline$xAnti-knock and anti-knock mixtures. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180581.htm =LDR 03112nab a2200421 i 4500 =001 JTE20180586 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180586$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180586$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC189.5 =082 04$a531.1134$223 =100 1\$aYang, Hu,$eauthor. =245 10$aRheology of Pastes Containing High-Volume Fly Ash and Their Permeability Because of Calcium Leaching Procedure in Ammonium Chloride Solution /$cHu Yang, Cairong Lu, Guoxing Mei. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article presents the findings of a research program that concern the rheology of fresh paste containing high-volume fly ash and its permeability because of calcium leaching procedure after 90 days' curing. In a fresh state, the combined influence of fly ash content and water addition time on Herschel-Bulkley parameters was investigated. The critical value of fly ash content and water addition time was defined. In a hardened state, ammonium chloride (NH 4 Cl) was chosen as the accelerate leachant based on the comparison of microscale effect of ammonium nitrate (NH 4 NO 3 ) and NH 4 Cl solution as well as leaching mechanism establishment. At specified leaching durations, the leached depth and porosity and permeability coefficient of both sound and deteriorated paste specimens were tested. It was indicated that both the porosity increment and permeability coefficient increment have a linear relation to the square root of leached ratio. Additionally, the velocity of the porosity increment declines with fly ash content, whereas the velocity of permeability coefficient increment declines with fly ash content at first and increases slightly when the fly ash dosage ranges from 40 % to 60 %. It can be concluded that fly ash was effective in improving leaching resistance. Finally, the relevance of fresh and hardened behavior was proposed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aRheology. =700 1\$aLu, Cairong,$eauthor. =700 1\$aMei, Guoxing,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180586.htm =LDR 03213nab a2200433 i 4500 =001 JTE20180667 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180667$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180667$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.84$223 =100 1\$aLi, Xuelian,$eauthor. =245 10$aDiscrete Element Analysis of Indirect Tensile Test Based on Image Processing with Annular Segmentation and Bimodal Threshold /$cXuelian Li, Xueying Liu, Xinchao Lv, Yuhao Zhou. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe discrete element method (DEM) has recently been widely used to analyze the micromechanics behavior of asphalt mixtures. The objective of this study is to present a more accurate image-processing technique to perform an indirect tensile test of asphalt mixture. Cross-sectional images of the specimen were obtained by an X-ray computed tomography (CT) technique. These CT images were processed by annular segmentation combined with bimodal threshold. The image information was transformed to coordinate information by the user-defined program in Matrix Laboratory (MATLAB). Then, a two-dimensional discrete element model of the indirect tensile test specimen was reconstructed. The indirect tensile test was simulated by the DEM and verified in the laboratory. It was found that this image-processing technology could separate connected or overlapping aggregates and better avoid defects among the aggregates. During the simulation test, the distributed internal forces were gradually concentrated along the loading axis. Four-stage crack initially appeared directly under the loading area and quickly developed along the interface between the aggregate and mortar, mainly along the loading axis. In view of the consistency of the load-displacement curves and crack distribution characteristics in both the simulation and laboratory tests, this numerical method is able to simulate the indirect tensile test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aPavements, Concrete. =700 1\$aLiu, Xueying,$eauthor. =700 1\$aLv, Xinchao,$eauthor. =700 1\$aZhou, Yuhao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180667.htm =LDR 02835nab a2200433 i 4500 =001 JTE20180702 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180702$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180702$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aKF27 =082 04$a661/.0723$223 =100 1\$aGong, Xiaoqiang,$eauthor. =245 10$aEffect of Modified Phosphogypsum on Properties of Cement Mortar /$cXiaoqiang Gong, Jiesheng Liu, Tongtong Zhang, Zhu Jiao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe resource utilization of phosphogypsum (PG) can reduce the consumption of resources, turn waste into valuables, turn damage into profit, and form a green recycling economy of "resources-products-regenerated resources." The article, combined with the comprehensive utilization of PG, analyzes the existing problems. Using lime neutralization to pretreat PG, the pH value, mortar consistency and setting time, activation index, and physical properties as well as the Fourier transform infrared spectroscopy and scanning electron microscopy examination with lime dosage are discussed. The results show that the performance of the obtained mixture powder activation index was better when it was weakly acidic; it is suggested that the optimal pH value range of lime neutralization for modified PG was about 4.52. The physical properties of PG are greatly affected by the lime content, and the influence mechanism was analyzed. It is anticipated that the results of the present study will be useful in utilizing the waste materials (fly ash, PG) for various geotechnical applications. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aPhosphogypsum. =700 1\$aJiao, Zhu,$eauthor. =700 1\$aLiu, Jiesheng,$eauthor. =700 1\$aZhang, Tongtong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180702.htm =LDR 04043nab a2200433 i 4500 =001 JTE20170078 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170078$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170078$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1637 =082 04$a620.1$223 =100 1\$aHarris, Devin K.,$eauthor. =245 10$aDescribing the Failure Characteristics of Concrete Derived from Standard ASTM Testing-An Illustration of Full-Field Measurement Using 3D Digital Image Correlation /$cDevin K. Harris, Amir Gheitasi, Marc Hansen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (28 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aConcrete is one of the most recognized materials in civil infrastructure with a long history of applications, but its nonhomogeneous nature and complex multi-phase interactions across different dimensional scale levels have always presented a challenge for describing its behavior. In practice, it is assumed that the bulk material is approximately homogeneous while the behavior can be described using empirical models developed based on series of experimental tests. Over time, most of these experimental methods have been standardized, with most yielding a single-value parameter to define the overall response characteristic of the materials. However, the majority of these methods are not well suited to characterize local features, which often govern the failure characteristics of such brittle material. Recent advances in noncontact full-field measurement technologies, such as digital image correlation (DIC), have provided the opportunity to revisit this complex behavior and comprehensively characterize the behavior of concrete at specimen scale level. In this manuscript, 3D-DIC is used to evaluate the behavior of two conventional concrete mixes tested according to a series of ASTM standard tests. The experimental study consisted of a series of concrete tests including compression, modulus of elasticity, split tensile, and flexural tests. Results from this investigation demonstrated the suitability of the DIC technique for characterizing the full-field behavior of concrete subjected to various states of stresses and providing a mechanism to understand the linkage between local behavioral features and corresponding failure characteristics. Comparisons of experimental results to those obtained from theoretical predictions also highlighted the shortcomings associated with these existing theoretical approaches in describing the brittle nature of concrete. Results from this investigation provided a foundation for improving the current knowledge base regarding the behavioral features of conventional concrete materials and provides a framework for efficiently describing the behavior of the next generations of innovative high-performance cementitious composites. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aImage processing$xDigital techniques. =650 \0$aMeasure theory. =700 1\$aGheitasi, Amir,$eauthor. =700 1\$aHansen, Marc,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170078.htm =LDR 03950nab a2200457 i 4500 =001 JTE20180763 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180763$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180763$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP881 =082 04$a666.95$223 =100 1\$aLeon, Helena Batista,$eauthor. =245 10$aStatistical Analysis of the Influence of Curing Time and Temperature on Compressive Strength of Sandy Soil Stabilized with Sustainable Binder /$cHelena Batista Leon, Mariana da Silva Carretta, Maurício Birkan Azevedo, Matteo Conti, Nilo Cesar Consoli. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aRice husk ash (RHA) is a by-product of the incineration of rice husk, a process whose objective is the generation of thermal and electrical energy. Carbide lime (CL) is a residue of acetylene gas production. Agricultural-industrial wastes, like RHA and CL, have great potential applications in earthworks, mainly in the regions where these residues are produced. This research evaluates the potential use of RHA mixed with CL as a binder used to improve strength properties of sandy soils, substituting portland cement. Different curing temperatures (23°C and 40°C) and curing periods (7 and 28 days) of the compacted sandy soil-RHA-CL blends were evaluated to determine the importance of such changes on the strength of the blends. Studies have been carried out to quantify the unconfined compressive strength ( qu ) as a function of a novel index called porosity/binder. The aim of this index is to measure the influence of porosity and binder content on blends' properties, considering the combination of the amounts of RHA and CL as the binder. The results show that higher values of qu are obtained with the reduction of porosity and with the increase of binder content. Curing temperature acts as a catalyzer and accelerates pozzolanic reactions between RHA and CL. For the purpose of verifying the effect of the investigated controllable factors- γd , RHA, CL, and curing type-in the response variable qu , an analysis of variance was performed. Based on that, it was possible to verify that the types of curing during 28 days at 23°C and for 7 days at 40°C are statistically equivalent. It increases the possibility of choice for engineering design because these results mean that the engineer may choose an appropriate curing period and temperature in accordance with project requirements and average temperatures in the site construction. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aCement$xAdditives. =650 \0$aRice hull ash. =700 1\$aAzevedo, Maurício Birkan,$eauthor. =700 1\$aConsoli, Nilo Cesar,$eauthor. =700 1\$aConti, Matteo,$eauthor. =700 1\$ada Silva Carretta, Mariana,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180763.htm =LDR 03231nab a2200409 i 4500 =001 JTE20180777 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180777$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180777$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP883 =082 04$a666.9$223 =100 1\$aMishra, Sarad,$eauthor. =245 10$aInfluence of a Stepped Heat Curing on the Performance of High-Strength Portland Pozzolana Cement-Based Mortars /$cSarad Mishra, Kizhakkumodom Venkatanarayanan Harish. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this study, the effects of a stepped heat curing regime originally developed for the Indian conditions on the performance properties of high strength cementitious mortars (HSCMs) containing portland pozzolana cement (PPC) were evaluated. Six mixtures were cast without and with heat curing, including two control mixtures (CM-NC and CM-HC), two silica fume mixtures (SF-NC and SF-HC), and two rice husk ash mixtures (RHA-NC and RHA-HC). Results indicated that stepped heat curing improved the 7-day strength of all mixtures substantially, but mixtures were unable to maintain very high strength levels up to 28 days. The 28-day strengths of heat-cured specimens were comparable with that of the respective normal water-cured specimens. The trends obtained for flexural, impact, and dynamic split tensile strengths supported the compressive strength trends. The durability properties of mixtures were affected to some extent by the use of high temperature for longer duration despite certain improvements in their matrices. Thus, longer durations of high temperature of 200°C up to 48 h should be avoided for HSCMs containing PPC. Under normal water and heat curing, the addition of SF and RHA lowered the early-age compressive strength of HSCMs, whereas at 28 days, their strength and durability improved. In addition, the performances of SF and RHA mixtures were comparable to each other. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aPortland cement. =700 1\$aHarish, Kizhakkumodom Venkatanarayanan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180777.htm =LDR 03409nab a2200457 i 4500 =001 JTE20180831 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180831$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180831$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.84 =082 04$a620.1127$223 =100 1\$aWang, Shaofeng,$eauthor. =245 10$aResearch on Acoustic Emission Source Location Imaging in Aluminum Alloy Plate-type Structure /$cShaofeng Wang, Daorui Wang, Jianguo Wang, Hailing Wang, Guang Xu, Jun Hong. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe time reversal focusing and imaging technique is often used to locate the acoustic emission (AE) source on a plate-type structure. Because of the computational error caused by the dispersive modes of the raw AE signal, the AE source is sometimes located in the adjacent region of its real position and the pseudo-AE source will be focused in the location image of the AE source. This study is interested in how to effectively avoid the focusing of the pseudo-AE source. Thus, in this article, a Shannon wavelet transform with "Morlet" mother wavelet was used to isolate S0 modes from raw AE signals. The modulus value curves of the isolated S0 modes were treated by time reversal, time delay, and superposition at every grid point in the monitoring area, based on the time reversal focusing principle. The AE source was located at a certain grid point where the peak of the superposition curve is maximal. The monitoring area imaging was realized by defining every grid point's pixel value with the peak of the superposition curves. The validating experiment was done in a 600 mm by 600 mm monitoring area which is on a 5052 aluminum alloy plate with dimensions of 1,200 mm by 1,200 mm by 3 mm. Comparing with the traditional square location method based on time difference of arrival (TDOA) calculation, the localization accuracy was improved and the maximal radial error is lower than 30 mm. Furthermore, the proposed localization method has a certain ability to overcome the effect of the plate size and local curvature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aAcoustic emission. =700 1\$aHong, Jun,$eauthor. =700 1\$aWang, Daorui,$eauthor. =700 1\$aWang, Hailing,$eauthor. =700 1\$aWang, Jianguo,$eauthor. =700 1\$aXu, Guang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180831.htm =LDR 03371nab a2200445 i 4500 =001 JTE20180844 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180844$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180844$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P55 =082 04$a620.1923$223 =100 1\$aChai, Lijuan,$eauthor. =245 10$aCarbonation Effect on Behavior of Ecological High Ductility Cementitious Composites /$cLijuan Chai, Liping Guo, Bo Chen, Yuanzhang Cao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTo explore the carbonation effect on the design parameters of a bridge deck link slab made by ecological high ductility cementitious composites (Eco-HDCC), flexural and compressive properties of Eco-HDCC were studied. Besides, the carbonation front and pH profile in the pore solution of Eco-HDCC specimens with different carbonation ages were determined. Results indicate that the ultimate flexural strength of Eco-HDCC has little change as carbonation age increases, and first cracking strength increases for carbonation ages of 3 d∼7 d, then decreases. The ultimate deflection of Eco-HDCC after being carbonated is higher than that of the virgin specimen. Besides, as the carbonation age prolongs, the compressive strength and elastic modulus of Eco-HDCC slightly increase. In addition, with the increase of the carbonation age, carbonation front of Eco-HDCC increases while the pH value of the pore solution decreases. When the depth ranges are 15 mm∼25 mm and 37 mm∼40 mm for carbonation ages of 56 d, the pH values are 10.4 and 11.2, which may destroy the passive film of the steel bar. Moreover, the mechanical property parameters for the design of the link slab made by Eco-HDCC can be selected according to non-carbonated material for the purpose of safe and conservative design. The corrosion-resistant steel bar or fiber-reinforced polymer (FRP) bar could be a promising choice to prevent steel bar corrosion. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aFiber-reinforced plastics$xMechanical properties. =650 \0$aFiber-reinforced plastics$xTesting. =700 1\$aCao, Yuanzhang,$eauthor. =700 1\$aChen, Bo,$eauthor. =700 1\$aGuo, Liping,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180844.htm =LDR 03140nab a2200421 i 4500 =001 JTE20180856 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180856$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180856$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ840 =082 04$a670$223 =100 1\$aYuvaraj, N.,$eauthor. =245 10$aInvestigation of Surface Morphology and Topography Features on Abrasive Water Jet Milled Surface Pattern of SS 304 /$cN. Yuvaraj, E. Pavithra, C. S. Shamli. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAmong the nontraditional milling processes, abrasive water jet (AWJ) is a cold machining technique for producing surface textures on a wide variety of materials. This article reports the feasibility study of producing biomedical implant surface pattern on stainless steel 304 using controlled deposition of AWJ milling. Preliminary investigation on the AWJ-milled surface pattern was carried out through the controllable milling parameters such as fluid pressure, stand-off distance (SOD), nozzle feed rate and garnet flow rate. The preliminary observations made in this study were the depth of cut, metal removal rate, and surface roughness for the evaluation of milled surface characteristics. The multicriteria technique, i.e., Technique for Order of Preference by Similarity to Ideal Solution (TOPSIS), was carried out for the selection of the process parameter settings through the efficient use of preliminary observations considered in this study. Surface morphology, topography and their features in the AWJ-milled surface pattern of stainless 304 were examined on the basis of selected parameter settings. The result confirmed the feasibility of producing a rough spot groove texture through controlled deposition of AWJ milling operations. Results of this study can be highly helpful for dental implant manufacturing industries in the production of a precise surface pattern on biomaterials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aWater jet cutting. =700 1\$aPavithra, E.,$eauthor. =700 1\$aShamli, C. S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180856.htm =LDR 02714nab a2200469 i 4500 =001 JTE20190062 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190062$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190062$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA434 =082 04$a666.94$223 =100 1\$aMa, Juntao,$eauthor. =245 10$aChloride Absorption Behavior of Layered Double Hydroxides in Chloride Environment /$cJuntao Ma, Daguang Wang, Hao Chen, Ping Duan, Yanke Shi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aChloride penetration is an important factor of concrete durability, whereas chloride ions have the potential to be absorbed by layered double hydroxides (LDHs). Magnesium-aluminum-CO 3 LDHs are used in this experiment, and chloride ion absorption in chloride solution and hardened cement paste is studied. Additionally, the chloride penetration behavior in concrete containing raw LDHs and calcined LDHs (CLDHs) is also studied. The results indicate that raw LDHs show lower chloride ion absorption ability and CLDHs can absorb chloride ions in cement paste to reconstruct the structure and reduce the chloride concentration. The addition of CLDHs absorbs the chloride ions in concrete to delay the penetration, which improves the chloride ion resistance of concrete. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aCement. =650 \0$aConcrete$xChemistry. =650 \0$aConcrete. =700 1\$aChen, Hao,$eauthor. =700 1\$aDuan, Ping,$eauthor. =700 1\$aShi, Yanke,$eauthor. =700 1\$aWang, Daguang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190062.htm =LDR 02641nab a2200433 i 4500 =001 JTE20190063 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190063$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190063$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA911 =082 04$a532.05$223 =100 1\$aHu, Dan,$eauthor. =245 10$aInfluence of Biot's Compressibility Parameters on Transient Response of Saturated Poroelastic Media /$cDan Hu, Kaiyin Zhang, Fen Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn many branches of engineering, the effect of the compressibility parameters of solid and fluid are significant in describing the realistic behavior of porous media. The principle goal of the present work is to clarify the influence of the compressibility of each constituent on consolidation and dynamic behavior of porous media. In this research, an analytical solution in Laplace domain is obtained for dynamic 1-D problem, and further, the response in time domain is evaluated using the convolution quadrature method. By considering a wide range of compressibility parameters, the consolidation and wave propagation behavior are discussed in terms of pore pressure and solid displacement. These results offer some guidance in choosing appropriate compressibility parameters in practical problems. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aCompressibility. =650 \0$aFluid dynamics. =700 1\$aLi, Fen,$eauthor. =700 1\$aZhang, Kaiyin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190063.htm =LDR 03105nab a2200445 i 4500 =001 JTE20190075 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190075$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190075$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.76 =082 04$a667.9$223 =100 1\$aZhu, Xingyi,$eauthor. =245 10$aSolar Heat Reflective Coating for Sidewalks Considering Cooling Effect, Anti-Skid Performance, and Human Comfort /$cXingyi Zhu, Yue Yu, Long Chen, Dawei Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe solar heat reflective coating for sidewalks (SHRCS) is investigated in the present article. Compared with the reflective coating for the traffic lane, the reflective coating for the sidewalk has low requirements for abrasion resistance but high requirements for human comfort. Therefore, cooling characteristics, anti-skid performance, abrasion resistance, and sports performance are chosen to assess SHRCS. SHRCS consists of three layers, the bottom layer, the elastic layer, and the surface layer. The materials of the three layers were determined. Particularly, because the surface layer is composed of resin, functional materials, and pigments, the suitable surface resin was chosen from five kinds of resin, and the Taguchi orthogonal array design method was used to determine the optimal mix ratio of the surface layer materials. The in situ test shows that the surface of the road using SHRCS can be cooled by 5.9°C versus the original road surface. The temperature difference of the skin surface between standing on the coated and uncoated road can reach 1.6°C. In the end, the sports performance characteristics of SHRCS, such as the vertical ball rebound, were tested. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aAnti-reflective coatings. =650 \0$aProtective coatings. =700 1\$aChen, Long,$eauthor. =700 1\$aYu, Yue,$eauthor. =700 1\$aZhang, Dawei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190075.htm =LDR 02650nab a2200445 i 4500 =001 JTE20190123 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190123$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190123$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP884.A3 =082 04$a666.893$223 =100 1\$aWang, Yunyao,$eauthor. =245 10$aFly Ash and Sinking Beads Modification on the Rheological Properties of Cement Paste with Metakaolin /$cYunyao Wang, Zhonghe Shui, Yun Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe aim of this study was to investigate the respective effect of sinking beads (SBs) and fly ash (FA) on the rheological properties of metakaolin (MK)-blended pastes and to uncover the relevant mechanisms from the aspects of morphology and electrochemistry. The yield stress, plastic viscosity, and slump diameter of cement pastes were studied, as well as the zeta potential of the diluted cement pastes. The results show that SB can much more remarkably improve the rheology of MK-blended cement pastes than FA, and ensures 5 wt.% MK-blended cement paste a competitive flowability with plain paste. The synergistic effects of morphological and electrochemical modification on cement paste result in the different modification efficiency of FA and SB on blended pastes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aCement. =650 \0$aConcrete$xAdditives. =650 \0$aFly ash. =700 1\$aHuang, Yun,$eauthor. =700 1\$aShui, Zhonghe,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190123.htm =LDR 03043nab a2200481 i 4500 =001 JTE20190127 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190127$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190127$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP882.3 =082 04$a620.135$223 =100 1\$aSun, Tao,$eauthor. =245 10$aInfluence of Clinker and SCMs on Soluble Chemicals and Expansion of Phosphogypsum-Based Cementitious Materials /$cTao Sun, Teng Hu, Guiming Wang, Zhonghe Shui, Keyu Ge, Qiantian Dai, Yifan Xie. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article investigates the effects of the type and content of alkaline materials (AM) on the impurities and expansion of phosphogypsum-based cementitious materials. It is concluded that the selection of AM (clinker, clinker-ground-granulated blast-furnace slag, clinker-fly ash, and clinker-lime) has little effect on the of soluble phosphorus removal rate but has significant influence on the soluble fluorine removal rate (FRR). A higher FRR (74-83 %) is obtained by using clinker-fly ash as the AM compared with groups using other types of AM. In addition, it can be observed that the addition of AM can reduce the expansion rate of mortar. However, as the AM continuously increases, the effect is not significant. In terms of expansion ratio, the optimal amount of AM is approximately 4 % of phosphogypsum by weight. Furthermore, delayed ettringite formation is greatly affected by the temperature and humidity when the elements needed to form ettringite are sufficient. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aCement clinkers. =650 \0$aCement$xAnalysis. =700 1\$aDai, Qiantian,$eauthor. =700 1\$aGe, Keyu,$eauthor. =700 1\$aHu, Teng,$eauthor. =700 1\$aShui, Zhonghe,$eauthor. =700 1\$aWang, Guiming,$eauthor. =700 1\$aXie, Yifan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190127.htm =LDR 02975nab a2200409 i 4500 =001 JTE20170289 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170289$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170289$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL671.6 =082 04$a629.1343108$223 =100 1\$aSiddiqui, Omer Zia,$eauthor. =245 10$aNovel Multifrequency Eddy Current NDT Signal Inversion Scheme for Aerostructures /$cOmer Zia Siddiqui, Tariq Mairaj Rasool Khan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aFlaw profile characterization from nondestructive evaluation measurements is a typical nondestructive testing (NDT) inverse problem. Flaw profiling, particularly in aerospace industry, is important, as it is a decision tool to evaluate the air worthiness of the aerostructures. Accurate flaw profiling thus ensures aircraft safety through the timely implementation of cost-effective replacement/repair actions. Eddy current (EC) NDT data acquired at multiple frequencies contain complementary information about the flaws due to the skin effect phenomenon. However, finding the exact contribution of each measurement mode while determining the solution to the inverse problem is considerably challenging. In the reported research work, a novel multifrequency EC data-based polynomial model is formulated to solve the inverse problem. The weight (coefficient) of each measurement mode in the polynomial model is computed using nonlinear optimization techniques. Actual NDT data of a retired aircraft containing mutually exclusive training and test databases has been used as a case study. Data fusion (DF)-based inversion results are compared to the results acquired using individual measurement mode data. The improved results with DF indicate the efficacy of the proposed technique. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aAirframes. =700 1\$aKhan, Tariq Mairaj Rasool,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170289.htm =LDR 03088nab a2200481 i 4500 =001 JTE20190128 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190128$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190128$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE8572 =082 04$a625.7$223 =100 1\$aWang, Guiming,$eauthor. =245 10$aComparison of Hydration of Thermally Activated Water-Washed Kaolins in Cement Mortar /$cGuiming Wang, Keyu Ge, Tao Sun, Zhonghe Shui, Teng Hu, He Jiang, Ziyan Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article investigated the hydration process, mechanical properties, and pore distribution of two kinds of thermally activated water-washed kaolin in cement-based materials. The metakaolin was obtained through the calcination process at 600°C-700°C for 3 h, and its pozzolanic activity was evaluated using the X-ray diffraction analysis of metakaolin-lime blends. The results indicated that the well-crystallized kaolinite in Maoming, China, had a higher pozzolanic activity than the poorly crystallized kaolinite from Beihai, China, when calcined at the same temperature. The highest pozzolanic activity was observed during the calcination at 650°C, which also indicated a turning point for the specific surface area and the particle size distribution of both kaolins. Furthermore, when mixed at a replacement level of 10 wt%, the metakaolin in Maoming showed the promotion of the hydration of cement to a greater extent, an effective reduction in harmful voids (>20 nm), and a higher compressive strength (i.e., an increase by 120-140 %) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aPavements$xTesting. =650 \0$aPavements, Concrete$xCracking. =700 1\$aGe, Keyu,$eauthor. =700 1\$aHu, Teng,$eauthor. =700 1\$aJiang, He,$eauthor. =700 1\$aShui, Zhonghe,$eauthor. =700 1\$aSun, Tao,$eauthor. =700 1\$aWang, Ziyan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190128.htm =LDR 03181nab a2200421 i 4500 =001 JTE20190129 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190129$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190129$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.85$223 =100 1\$aKim, Sungun,$eauthor. =245 10$aExamination of Significant Binder Aging Due to the Use of Different Anti-Stripping Additives in Polymer and CRM Asphalt Mixtures Using GPC /$cSungun Kim, Yeongsam Kim, Kwang W. Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAs an anti-stripping agent (ASA), hydrated lime (HL) has been widely used for many years in the world. Many brands of liquid-type ASA (LA), which properly provided the anti-stripping function, have been also developed and marketed. Because HL was found to provide anti-aging function of the binder in the mix, in addition to anti-stripping function, its use was known to have many advantages of other beneficial functions to the asphalt pavement. However, because the anti-aging function of LA is in question, it will be important to recognize if the anti-aging function is presented by the LAs too. Therefore, this study investigated the anti-aging effect of HL and three LAs in normal, crumb rubber-modified and polymer-modified asphalt mixes, in terms of absolute viscosity (AV) estimated from the large molecular size (LMS) measured by gel permeation chromatography (GPC), a scientific equipment. It was found that HL provided a significant retardation of age hardening, compared with the binder of the mix without any ASA. However, unlikely the anti-stripping function, most of the LAs did not show age retardation effect. The anti-aging function of liquid additives was not proved in this study, and therefore, the significant difference in binder aging was present due to the use of different ASA. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aAsphalt emulsion mixtures. =700 1\$aKim, Kwang W.,$eauthor. =700 1\$aKim, Yeongsam,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190129.htm =LDR 02810nab a2200481 i 4500 =001 JTE20190136 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190136$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190136$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a620.13623$223 =100 1\$aSun, Yu,$eauthor. =245 12$aA Metakaolin-Based Slurry Additive for Marine Concrete: Preparation and Properties Evaluation /$cYu Sun, Rui Yu, Zhonghe Shui, Xu Gao, Li Zheng, Diao Qian, Jie Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article investigates the rheology, working performance, volume stability, carbonation resistance, and microstructure of marine concrete incorporated with metakaolin-based slurry additive. The effects of metakaolin-based slurry additive on the properties of concrete are studied. The results show that metakaolin-based slurry additive presents higher flowability than powdered additive. The slurry additive helps to improve the volume stability and resistance to carbonation and reduce the porosity of marine concrete. Compared to the powder additive, slurry additive presents better modification regarding the durability issues. Also, the interface transition zone (ITZ) of marine concrete with metakaolin-based slurry additive is more homogeneous than that of the powdered one. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aConcrete$xCorrosion. =650 \0$aSeawater corrosion. =700 1\$aGao, Xu,$eauthor. =700 1\$aHuang, Jie,$eauthor. =700 1\$aQian, Diao,$eauthor. =700 1\$aShui, Zhonghe,$eauthor. =700 1\$aYu, Rui,$eauthor. =700 1\$aZheng, Li,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190136.htm =LDR 02659nab a2200433 i 4500 =001 JTE20190137 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190137$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190137$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA402.5 =082 04$a500$223 =100 1\$aYeh, Fu-Hsuan,$eauthor. =245 10$aCalibration of Advanced Constitutive Model Using Optimization Techniques /$cFu-Hsuan Yeh, Tsan-Shen Chuang, Fang-Jung Tsai, Louis Ge. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCalibrating an advanced constitutive model is not a trivial task. Conventionally, a linear regression is used to calibrate a constitutive model using laboratory data; however, it is not sufficient to identify model parameters. Optimization methods can be used to calibrate the parameters of an advanced constitutive model. The optimization methods, including the DIRECT optimization algorithm, trust-region-reflective least squares, and genetic algorithms, are adopted in this article. The objective function is defined as the sum of the squared distances between laboratory data and model outputs with an appropriate weighting factor for suitable scaling. The use of the three optimization methods is illustrated by calibrating a modified fuzzy set plasticity model using laboratory data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aMathematical optimization. =700 1\$aChuang, Tsan-Shen,$eauthor. =700 1\$aGe, Louis,$eauthor. =700 1\$aTsai, Fang-Jung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190137.htm =LDR 02797nab a2200457 i 4500 =001 JTE20190138 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190138$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190138$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a620.13623$223 =100 1\$aLi, Xiaosheng,$eauthor. =245 12$aA Comparative Study on the Influence of Supplementary Cementitious Materials on Marine Concrete /$cXiaosheng Li, Zhonghe Shui, Yun Huang, Xu Gao, Jie Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this study, the influences of fly ash, ground granulated blast furnace slag (GGBS), silica fume (SF), and metakaolin (MK) on seawater resistance of cement-based materials are investigated and compared. The obtained results revealed that calcium hydroxide and ettringite (AFt) in matrix are dissolved completely during seawater immersion, whereas Friedel's salt and brucite are deposited in pores. Seawater corrosion enlarges the capillary pores, increasing the critical pore size and capillary pore volume, resulting in decreased permeability of the matrix. SF and MK effectively contribute to pore refinement and exhibit less water-induced degradation at the early stage. GGBS and MK possess active aluminum, which transforms into AFt during interactions with seawater. Employment of MK maintains the stability of ettringite to some degree. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aConcrete$xCorrosion. =650 \0$aSeawater corrosion. =700 1\$aChen, Jie,$eauthor. =700 1\$aGao, Xu,$eauthor. =700 1\$aHuang, Yun,$eauthor. =700 1\$aShui, Zhonghe,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190138.htm =LDR 02967nab a2200421 i 4500 =001 JTE20190154 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190154$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190154$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a625.7$223 =100 1\$aChen, Zixuan,$eauthor. =245 10$aLow-Temperature Characteristic Evaluations of Base and Hybrid Asphalt Binders /$cZixuan Chen, Jianzhong Pei, Serji Amirkhanian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPolymerized asphalt is broadly being applied for producing durable asphalt pavement all over the performance characteristics of asphalt binders, especially their low-temperature behaviors. This research study used two base binders and four hybrid binders (including styrene-butadiene-styrene and crumb rubber) to explore the lowest potential temperatures of resisting the cracks. The results indicated that the time-temperature principle needed to be properly evaluated to determine the 60th second as the exact loading duration to finalize the thermal cracking temperatures for hybrid asphalt binders. In addition, Δ Tc , defined as the numerical difference between the critical low temperature determined from stiffness criteria (300 MPa) and the m value (0.300), which was used to characterize the crack potential of an aged binder, should be adjusted according to the characteristic demands of hybrid binders. Moreover, the conducted correlations between stiffness values at the low temperatures and phase angles at high temperatures were feasible to explore the viscous-elastic characteristics of base binders and hybrid binders. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aAsphalt$xAdditives$xTesting. =700 1\$aAmirkhanian, Serji,$eauthor. =700 1\$aPei, Jianzhong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190154.htm =LDR 03504nab a2200457 i 4500 =001 JTE20190162 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190162$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190162$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA404.8 =082 04$a624.18$223 =100 1\$aLi, Hechuan,$eauthor. =245 10$aStudy of the Effect of Aggregate Geometry Characteristics on the Rheology of Asphalt Mortar Using Newly Developed Material Rheological Property Test Analyzer and Aggregate Image Measurement System /$cHechuan Li, Yaqi Wu, Jianying Yu, Shaopeng Wu, Yuanyuan Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA new rheometer developed in the laboratory and the Aggregate Image Measurement System (AIMS) were used to study the effect of aggregate geometry characteristics on the rheological properties of asphalt mortar. AIMS was used to investigate the geometry characteristics (angularity index and Form 2-D) of two aggregates including steel slag and basalt. The results showed that steel slag had a better Form 2-D and angularity index, representing a better particle distribution and shape property. A material rheological property test analyzer was applied to evaluate the rheological properties of pure and styrene-butadiene-styrene (SBS)-modified asphalt and their asphalt mortars at 20°C and 40°C, and then the data were modeled through the simulation software. As a kind of rigid body, the addition of aggregate had a great influence on the rheological properties of asphalt. The experiment results indicated that, after the addition of aggregate or SBS, the rheological model of asphalt samples was still Burges model accompanied by the change of rheological parameters. As a kind of temperature-sensitive material, temperature was the most important factor for determining the rheological properties of asphalt. The addition of SBS promoted the elastic deformation of asphalt and restrained the viscous deformation of asphalt. The effect of aggregates with high Form 2-D and angularity index on the rheological properties of asphalt was weaker. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aBuilding materials$xAnalysis. =650 \0$aRheology. =700 1\$aLi, Yuanyuan,$eauthor. =700 1\$aWu, Shaopeng,$eauthor. =700 1\$aWu, Yaqi,$eauthor. =700 1\$aYu, Jianying,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190162.htm =LDR 02921nab a2200445 i 4500 =001 JTE20190169 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190169$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190169$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA444 =082 04$a624.18341$223 =100 1\$aHe, Zhigang,$eauthor. =245 10$aStudy of Low-Temperature Performance of Short Fiber-Reinforced Asphalt Seal Band /$cZhigang He, Yimin Wang, Feng Li, Fengbo Ren, Fei Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTo study the low-temperature performance of short fiber-reinforced asphalt seal band, different experiments were set by changing the content, length, and type of fibers. Their low-temperature performance was analyzed by low-temperature tensile tests as well as stress relaxation experiments, and the fracture morphology was analyzed using a scanning electron microscope; elastic modulus, ultimate tensile stress, low-temperature tensile fracture energy, and relaxation index are reported. Furthermore, a new evaluation scheme was given according to an entropy evaluation method. Results indicate that fibers effectively improve the low-temperature performance of the asphalt seal band. Specifically, in terms of the mechanical properties of the asphalt seal band during the tensile process, it is the best to infuse a 0.3 % volume fraction of 6-mm basalt fiber into the matrix, while according to the evaluation system established in this research, it is the best to use a 0.3 % volume fraction of 6-mm polyester fiber. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aFiber-reinforced concrete. =700 1\$aLi, Fei,$eauthor. =700 1\$aLi, Feng,$eauthor. =700 1\$aRen, Fengbo,$eauthor. =700 1\$aWang, Yimin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190169.htm =LDR 03304nab a2200433 i 4500 =001 JTE20190170 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190170$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190170$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.84$223 =100 1\$aYang, Qilin,$eauthor. =245 10$aSelf-Sensing Carbon Nanotube-Cement Composite Material for Structural Health Monitoring of Pavements /$cQilin Yang, Pengfei Liu, Zhi Ge, Dawei Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSelf-sensing materials are capable of sensing the occurring strains and damage states present within. Smart concrete pavement made with cement-based self-sensing materials could be used for in situ monitoring of both the structural integrity as well as traffic characteristics. This article studies the electrical resistivity and piezoresistivity of cement enriched with multiwall carbon nanotubes (CNTs) under cyclic loading. The effects of fatigue damage and environmental factors, such as temperature, water content, and freeze-thaw cycles, on the resistivity and piezoresistivity were investigated. The test results show that the resistivity increases with the number of fatigue loading cycles. On the other hand, the resistivity decreases as the water content increases. In contrast, the piezoresistivity increases first and then decreases. The temperature has a significant yet offsetting effect on the electrical resistivity as well as the piezoresistivity. As the temperature increases, the electrical resistivity decreases, whereas the piezoresistivity increases. The major cause of the change in electrical resistivity and piezoresistivity was the change of tunneling conduction under different conditions. Moreover, the freeze-thaw cycles induce damage to the CNT-cement composite material. Therefore, the data collected by self-sensing materials must be calibrated for the water content and temperature before interpretation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aPavements, Concrete. =700 1\$aGe, Zhi,$eauthor. =700 1\$aLiu, Pengfei,$eauthor. =700 1\$aWang, Dawei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190170.htm =LDR 03440nab a2200445 i 4500 =001 JTE20190171 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190171$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190171$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK9203.H4 =082 04$a621.48/3$223 =100 1\$aXiao, Junhua,$eauthor. =245 10$aTesting of Contact Stress at Ballast Bed-Soil Subgrade Interface under Cyclic Loading Using the Thin-Film Pressure Sensor /$cJunhua Xiao, Yanhai Wang, De Zhang, Xiao Zhang, Jiaqi Guo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA novel pressure testing method, i.e., a thin-film pressure distribution measurement system, was utilized to investigate the contact area and stress at the ballast bed-soil subgrade interface of conventional railways during cyclic loading in model tests. Factors like the amplitude and frequency of cyclic loading and the existence or nonexistence of the subballast were considered to study their effects on the contact area and average stress over the contact area at the interfaces. In addition, the testing results were compared with those measured by the traditional testing method using earth pressure cells and those calculated by the finite element method (FEM) based on continuum theory. The study shows that, because of the discontinuous characters of the ballast medium, the stress diffused from the ballast bed on the subgrade surface was unevenly distributed but becoming relatively evenly distributed as the subballast was being installed. The subgrade surface stresses measured by the earth pressure cell and calculated by the FEM were very similar, but both were about 50 % lower than the average stress over the contact area measured by the novel thin-film pressure sensor. As the interface stress between the ballast bed and the subgrade is a key factor in subgrade deterioration, new testing methods and numerical calculation methods can consider the discontinuous characters of the ballast appropriately to be necessary for the investigations of the interface contact stress. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aPressure$xTesting. =700 1\$aGuo, Jiaqi,$eauthor. =700 1\$aWang, Yanhai,$eauthor. =700 1\$aZhang, De,$eauthor. =700 1\$aZhang, Xiao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190171.htm =LDR 03257nab a2200457 i 4500 =001 JTE20170364 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170364$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170364$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1800 =082 04$a621.38275$223 =100 1\$aLuo, Yanbin,$eauthor. =245 10$aNew Method of Monitoring Tunnel Feet-Lock Pipe (TFP) Mechanics Using Fiber Bragg Grating (FBG) /$cYanbin Luo, Pengsheng Diao, Jianxun Chen, Dong Li, Yalong Guo, Xiong Qiao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTunnel feet-lock pipe (TFP) is one of the most effective measures used to control tunnel settlement and is widely used in tunneling with soft ground or weak rock mass. Mechanical analysis is an important method to optimize TFP design and construction, and its results can be used to evaluate the structural stability of the tunnel. Although the traditional direct resistance method (DRM) can measure the mechanics of TFP, it is not suitable for harsh environments (humid environments, chemical etching, and electromagnetic field noise) or long-term monitoring. In this article, a method to measure the mechanics of TFP by using Fiber Bragg grating (FBG) is proposed. The strain and bending of TFP monitored by FBG is used to analyze the mechanics of TFP. In order to verify the feasibility and accuracy of the FBG method to measure the mechanics of TFP, an experimental scheme was designed to compare DRM and theoretical analysis. A supporting device and loading device were developed for the experimental scheme. Compared with the theoretical value, the error of strain and bending measured by FBG was stable within 5 Με, the error of strain measured by DRM was approximately 15 Με or even 20-30 Με, and the error of bending measured by DRM was 10-15 Με or even 25 Με. Therefore, the precision of measuring the mechanics of TFP by using FBG is higher than by using DRM. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aBragg gratings. =700 1\$aChen, Jianxun,$eauthor. =700 1\$aDiao, Pengsheng,$eauthor. =700 1\$aGuo, Yalong,$eauthor. =700 1\$aLi, Dong,$eauthor. =700 1\$aQiao, Xiong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170364.htm =LDR 03130nab a2200433 i 4500 =001 JTE20190172 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190172$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190172$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.85$223 =100 1\$aCai, Juewei,$eauthor. =245 10$aWide-Area Dynamic Sensing Method of Water Film Thickness on Asphalt Runway /$cJuewei Cai, Hongduo Zhao, Xingyi Zhu, Jianfeng Cao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWater film thickness is of great significance to the skid-resistant performance of an asphalt runway. Obtaining the precise information of water film thickness can help to assess the skid resistance with higher accuracy. This article proposes a wide-area dynamic sensing method of water film thickness on asphalt runway. The model, considering precipitation time-variability, runway geometry, and runway surface characteristics, is established to extract spatial temporal information of water film thickness dynamics on runway during intense rainfall. The model optimization is further conducted to deal with the problems of slope change, singularity issue, and time-spatial evolution of water film, which extends the single-point water film sensing to the large-area sensing. In order to evaluate the developed method, the calculations of water film thickness from the model are compared with the results obtained from a laboratory rainfall simulation experiment. The results show that the method has high accuracy in sensing the water film thickness and can realize a dynamic and whole-area acquisition of runway wet surface condition information. This method can provide data support for intelligent decision making of landing safety under rainfall conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aPavements, Asphalt$xPerformance. =700 1\$aCao, Jianfeng,$eauthor. =700 1\$aZhao, Hongduo,$eauthor. =700 1\$aZhu, Xingyi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190172.htm =LDR 02839nab a2200457 i 4500 =001 JTE20190174 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190174$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190174$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA438 =082 04$a620.135$223 =100 1\$aMao, Qianjin,$eauthor. =245 14$aThe Effect of Shrinkage-Reducing Polycarboxylate Superplasticizers in Cement-Based Materials /$cQianjin Mao, Jianfeng Ma, Ziming Wang, Wenwen Wu, Suping Cui. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aShrinkage-reducing polycarboxylate superplasticizer (SRPC) has a good effect on reducing shrinkage of cement-based materials because of its low surface tension. However, the effect of SRPC on the properties of cement-based materials needs to be further explored. A comparative study of SRPC and polycarboxylate superplasticizer (PCE) was carried out with the aim of correlating the adsorption in fresh cement pastes with their dispersing capability and the impacts on cement hydration. The results indicate that the adsorption amounts of SRPC are less than PCE. Both of them exhibit a multilayer adsorption; the fluidity of cement pastes with SRPC and PCE are related to the first adsorbed layer, and the secondary adsorbed layer does not contribute to the enhancement of fluidity. The retarding cement hydration of SRPC is weaker than PCE because of weak adsorption capacity of SRPC. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aCement composites. =650 \0$aComposite materials. =700 1\$aCui, Suping,$eauthor. =700 1\$aMa, Jianfeng,$eauthor. =700 1\$aWang, Ziming,$eauthor. =700 1\$aWu, Wenwen,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190174.htm =LDR 03085nab a2200445 i 4500 =001 JTE20190178 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190178$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190178$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA706 =082 04$a624.15132$223 =100 1\$aDing, Xunhao,$eauthor. =245 10$aDiscrete Element Methods for Characterizing the Elastic Behavior of the Granular Particles /$cXunhao Ding, Tao Ma, Linhao Gu, Deyu Zhang, Xiaoming Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aFocusing on characterizing the elastic behavior of the granular particles based on the discrete element method (DEM), this study utilized the Mustoe and Griffiths' equations and a homogenization method to predict the performance of the continuous elastic medium precisely, including the elastic modulus, Poisson's ratio, and the brittle fracture criterion. A commercial DEM software named Particle Flow Code in Two Dimensions (PFC2D) was used to conduct the numerical simulations because the macrobehavior predicted by the PFC2D highly depends on the sphere size and arrangements. The hexagonal parking arrangements were applied further herein for better theoretical calculations. With the combined analysis of the discontinuum theory and continuum theory, the DEM parameters were determined theoretically and were verified based on the virtual compression and tension tests. The factors (including sphere size, stiffness ratios, etc.) influencing the prediction accuracy were also analyzed further. The results showed that by the parameter determination methods proposed in this study, the behavior of the continuous elastic medium could be well characterized. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aDiscrete element method. =700 1\$aGu, Linhao,$eauthor. =700 1\$aHuang, Xiaoming,$eauthor. =700 1\$aMa, Tao,$eauthor. =700 1\$aZhang, Deyu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190178.htm =LDR 03419nab a2200457 i 4500 =001 JTE20190179 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190179$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190179$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aChen, Zheng,$eauthor. =245 10$aDevelopments of Conductive Materials and Characteristics on Asphalt Concrete: A Review /$cZheng Chen, Ruonan Liu, Peiwen Hao, Guoxin Li, Jian Su. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe requirements for modified asphalt concrete are increasing because of heavy traffic load and worsening service environments in modern highway construction. More and more attention has been paid to the development of multifunctional asphalt concrete. Conductive asphalt concrete exhibits specific characteristics and incredible novel features, such as self-diagnosis and monitoring, self-healing, and snowmelt, etc. It has the potential to satisfy multifunctional applications. This article summarizes the major achievements of the existing literatures about conductive asphalt concrete, including material design, mechanism analysis, performance evaluation and engineering applications, and gives some proposals for further investigations. The article shows that the conductivity and mechanical properties of conductive asphalt concrete are strongly dependent on the compositions of the material. Meanwhile, the mechanism of conductivity improvement is identified according to the characteristics of conductive additives. Although conductive asphalt concrete has some shortcomings and few applications in the highway industry, it shows some appreciable advantages in aspects such as environment protection and traffic safety. The purpose of this review article is to provide the reference and guidance for researchers to discover proper material design, novel properties, durability, and desirable high operational efficiency, as well as suitable construction technique. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aAsphalt concrete. =650 \0$aPavements, Asphalt concrete. =700 1\$aHao, Peiwen,$eauthor. =700 1\$aLi, Guoxin,$eauthor. =700 1\$aLiu, Ruonan,$eauthor. =700 1\$aSu, Jian,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190179.htm =LDR 03448nab a2200457 i 4500 =001 JTE20190181 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190181$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190181$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTC1800 =082 04$a622.338$223 =100 1\$aShen, Yupeng,$eauthor. =245 10$aSimulation and Detection Leakage of Underground Water Pipeline by Ground Penetrating Radar /$cYupeng Shen, Yuanrong Lin, Ping Li, Yujie Fu, Yaqiong Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (25 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn recent years, a series of leakage accidents have been caused by the destruction of water leakage of water supply pipelines in urban areas. In order to determine the leakage characteristics of underground pipelines, GeoStudio was used to simulate the leakage areas in different pipeline diameters. Based on the finite difference method and the Maxwell equation of the electromagnetic wave propagation, signal characteristics of the ground penetrating radar (GPR) wave were analyzed for different ground conditions through forward simulation. Additionally, the properties of the data were analyzed by applying the technology of trace integration and frequency dividing on S-transform to fully determine the location and extent of the leakage. The correctness of the forward simulation results as well as the validity of attribute analysis were verified by field experiments where the different characteristics of morphological and moisture content distribution are proposed in different soils, pipeline diameters, and damage points. The relationship between soil moisture content and dielectric constant showed a three-dimensional function through Topp model, thereby establishing a standard electromagnetic wave reflection of the GPR for pipeline leakage. The trace integration and frequency dividing on S-transformation are used to improve the accuracy of detection. The results would provide a reference for an accurate evaluation of pipeline leakage in the future. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aUnderwater pipelines$xDesign and construction. =650 \0$aUnderwater pipelines. =700 1\$aFu, Yujie,$eauthor. =700 1\$aLi, Ping,$eauthor. =700 1\$aLin, Yuanrong,$eauthor. =700 1\$aWang, Yaqiong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190181.htm =LDR 03433nab a2200457 i 4500 =001 JTE20190183 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190183$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190183$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a693.5$223 =100 1\$aLiu, Hui,$eauthor. =245 10$aCovalent Functionalization of Multi-Walled Carbon Nanotubes for Dispersion in Cement Pastes /$cHui Liu, Jianfeng Wang, Suping Cui, Jiachen Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCovalent functionalization of multi-walled carbon nanotubes (MWCNTs) were obtained through acidification, γ-Methacryloxypropyl trimethoxy silane (KH-570) treatment, and free radical polymerization using methyl allyl polyethenoxy ether (HPEG). Fourier-transformed infrared spectroscope was employed to determine the composition and structural changes of MWCNTs after modification. The dispersion of MWCNTs modified by HPEG in water at pH∼13 was determined by UV-vis-NIR. In addition, the effects of modified MWCNTs on cement hydration were investigated to describe the dispersibility of MWCNTs in cement pastes indirectly. Results show that oxygen functional groups generated on the surface of MWCNTs after acidification and KH-570 grafted on acidified MWCNTs through ≡Si-O-C≡ before radical polymerization with HPEG. MWCNTs modified by HPEG exhibit better dispersibility than pristine MWCNTs in a simulated cement pastes environment prepared at pH∼13. The additions of functionalized MWCNTs (P3-S-MWCNTs) promote the hydration of cement pastes indicated from isothermal conduction calorimeter measurement and X-ray diffraction analysis. Scanning electron microscopy observation confirmed the good dispersibility of functionalized MWCNTs in cement pastes. The promoting effect on cement hydration of P3-S-MWCNTs may attribute to the well-dispersed MWCNTs. The dispersed MWCNTs can act as the nucleating agent for carbon-sulfur-hydrogen and carbon-hydrogen, thus promoting the hydration of cement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aCement. =650 \0$aConcrete$xChemistry. =650 \0$aConcrete. =700 1\$aCui, Suping,$eauthor. =700 1\$aWang, Jiachen,$eauthor. =700 1\$aWang, Jianfeng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190183.htm =LDR 03226nab a2200457 i 4500 =001 JTE20190184 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190184$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190184$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK8360.O67 =082 04$a681.25$223 =100 1\$aZeng, Mengyuan,$eauthor. =245 12$aA Vibration-Based Traffic Monitoring System Using Distributed Optical Sensing Technology /$cMengyuan Zeng, Hongduo Zhao, Difei Wu, Hui Chen, Juewei Cai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aEffective traffic management requires use of monitoring technologies to extract traffic parameters that describe the characteristics of vehicles. This article presents a vibration-based traffic monitoring system to detect traffic parameters comprehensively, including the three major desired characteristics of vehicles: position, speed, and category. Using distributed optical technology, this system can monitor traffic parameters on a large scale. Firstly, distributed optical fiber was embedded into pavement as a series of vibration sensors to collect pavement vibration information. Then, a signal processing method, based on wavelet transform and short-time energy, was applied to reconstruct vibration signals for vibration features extraction. Estimation methods of traffic parameters were proposed based on the vibration characteristics in time, space and frequency domain. To evaluate the performance of this traffic monitoring system, a prototype system was installed on a highway in Shanghai, China. This system shows good accuracy in position locating (± 14.639 cm), category classification (86.98 %), and speed estimation (± 3.046 km/h). Meanwhile, results indicate this system provides a better monitoring performance at high speed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aOptical detectors$xDesign and construction. =650 \0$aOptical detectors. =700 1\$aCai, Juewei,$eauthor. =700 1\$aChen, Hui,$eauthor. =700 1\$aWu, Difei,$eauthor. =700 1\$aZhao, Hongduo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190184.htm =LDR 03199nab a2200481 i 4500 =001 JTE20190208 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190208$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190208$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.P6 =082 04$a620.116$223 =100 1\$aWu, Shaopeng,$eauthor. =245 10$aSynthesis and Utilization of Mesoporous Hollow Silica Particles for Bitumen /$cShaopeng Wu, Yong Ye, Benan Shu, Yuanyuan Li, Chao Li, Dezhi Kong, Quantao Liu, Jun Xie. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn recent years, nanoparticles with special structures have been widely used in the traditional building material bitumen. For that, mesoporous hollow silica (MHS) particles were synthesized in this work. Scanning electron microscope, transmission electron microscope, and Brunauer-Emmett-Teller tests were conducted to characterize the specific structure. Then, MHS was used to improve the properties of the traditional construction binder material bitumen. Penetration, softening point, and dynamic shear rheometer tests were performed to study the physical and rheological properties of MHS-modified bitumen. A pyrolysis gas chromatography mass spectrometry test was used to evaluate the inhibition effect of MHS on the emission of the bitumen volatile organic compounds (VOCs). The results showed that MHS with continuous distributed pore diameters were simply synthesized in one step by hydrothermal method. MHS as a kind of additive could improve the high temperature rutting resistance of bitumen. In addition, because of the higher specific surface area and massive micropores, MHS had a significant inhibition effect on the emission of bitumen VOCs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aMesoporous materials. =700 1\$aKong, Dezhi,$eauthor. =700 1\$aLi, Chao,$eauthor. =700 1\$aLi, Yuanyuan,$eauthor. =700 1\$aLiu, Quantao,$eauthor. =700 1\$aShu, Benan,$eauthor. =700 1\$aXie, Jun,$eauthor. =700 1\$aYe, Yong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190208.htm =LDR 03264nab a2200433 i 4500 =001 JTE20190220 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190220$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190220$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a625.7$223 =100 1\$aYe, Qunshan,$eauthor. =245 10$aEffects of Waste Polyethylene on the Rheological Properties of Asphalt Binder /$cQunshan Ye, Serji Amirkhanian, Jin Li, Zixuan Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aRecycling of waste plastic is an issue of great concern worldwide because of its considerable quantity and growth. The effects of waste polyethylene (PE) on the rheological properties of asphalt binder were investigated in this research. Three types of PE were adopted to prepare modified binders with contents ranging from 2 to 6 %. A viscosity test, performance grade test, frequency sweep test, amplitude sweep test, and linear amplitude sweep test are conducted to study rheological properties of PE modified binders, compared with base binder and binders modified with styrene-butadiene-styrene and crumb rubber modifier. The test results indicated that the high temperature properties of asphalt binders could be effectively improved by the PE modifiers with different types and contents. The high temperature grade and rutting resistance factor of PE modified binder can be increased significantly when compared with the base binder. With the increased PE content, the complex modulus increased, whereas the phase angle values decreased in most test frequencies and shear strain, which implied that the usage of PE not only reinforced the viscosity of binders but also enhanced the elasticity. The fatigue properties of PE modified binders were improved, especially at the lower shear strain range. However, PE modifier had a negative effect for asphalt binder on low temperature property. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aAsphalt$xAdditives$xTesting. =700 1\$aAmirkhanian, Serji,$eauthor. =700 1\$aChen, Zixuan,$eauthor. =700 1\$aLi, Jin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190220.htm =LDR 03268nab a2200457 i 4500 =001 JTE20190224 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190224$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190224$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS989 =082 04$a685.31$223 =100 1\$aFeng, Ponan,$eauthor. =245 10$aStudy on Workability and Skid Resistance of Bio-Oil-Modified Fog Seal with Sand /$cPonan Feng, Hainian Wang, Xiang Zhang, Mohd Rosli Mohd Hasan, Zhanping You, Junfeng Gao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe objective of this study is to evaluate different fog seal materials, including Tianjin BEST - micro-seal bonding reductant (BEST-MBR), American MasterSeal, and a newly designed bio-oil-modified fog seal with sand (BFSS) using various sand contents. The workability of all materials was tested based on the fluidity test, seepage performance test, and the indoor skid resistance test. A new method to evaluate the surface texture of solidified fog seal with sand (FSS) material was performed based on the aggregate image measurement system II. The test results show that when the seepage flow evaluation index is set to a 1.5-mm seepage width, the seepage flow value should not be less than 0.2, whereas when the width is 2 mm, the flow value should not be less than 0.7. In addition, the surface texture evaluation indicates that some smaller grooves are formed around the sand particles after the BFSS is solidified and the structural depth of the material surface is increased. The BFSS material with 20 % sand content is slightly better than the BEST-MBR in terms of skid resistance, whereas it is still lower than MasterSeal. The addition of bio-oil lowers the need for asphalt binder, leading to energy savings. Thus, BFSS is a relatively desirable FSS material. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aMaterials$xSkid resistance. =700 1\$aGao, Junfeng,$eauthor. =700 1\$aMohd Hasan, Mohd Rosli,$eauthor. =700 1\$aWang, Hainian,$eauthor. =700 1\$aYou, Zhanping,$eauthor. =700 1\$aZhang, Xiang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190224.htm =LDR 03399nab a2200457 i 4500 =001 JTE20170384 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170384$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170384$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.850288$223 =100 1\$aWang, Hainian,$eauthor. =245 10$aHigh-Temperature Performance and Workability of Crumb Rubber-Modified Warm-Mix Asphalt /$cHainian Wang, Xiaoyan Li, Jinkun Xiao, Zhanping You, Xu Yang, Muhammad Irfan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCrumb rubber produced from scrap tires has been widely applied in asphalt mixtures to improve the pavement performance. Warm-mix technology has also been employed to lower the production temperature of asphalt mixtures. The objective of this article is to investigate the effects of warm-mix additive types and crumb rubber concentration on the resistance to deformation of crumb rubber-modified (CRM) binders through the repeated creep and recovery test (RCRT), dynamic shear rheometer (DSR), and rotational viscosity test. The CRM binders with crumb rubber concentrations of 10 %, 15 %, 20 %, and 25 % were prepared first as the control binders. Then, three types of warm-mix additives, Sasobit, RH, and Advera, were added into the CRM asphalt to produce CRM warm-mix asphalt (WMA) binder. Generally, the workability of CRM asphalt can be improved with the addition of warm-mix additives. The effect of warm-mix additive on the high-temperature performance is highly dependent on the crumb rubber dosage. The RCRT results overall showed that the warm-mix additives can improve the high-temperature performance of asphalt when the crumb rubber concentration is low. However, according to the DSR test, Sasobit improved the rutting resistance of CRM asphalt, while the RH and Advera sacrificed the rutting resistance. The inconsistency between the RCRT and DSR results suggests that it may be necessary to conduct both the tests when investigating the high-temperature performance of CRM asphalt with warm-mix additives. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aPavements, Asphalt. =700 1\$aIrfan, Muhammad,$eauthor. =700 1\$aLi, Xiaoyan,$eauthor. =700 1\$aXiao, Jinkun,$eauthor. =700 1\$aYang, Xu,$eauthor. =700 1\$aYou, Zhanping,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170384.htm =LDR 03759nab a2200457 i 4500 =001 JTE20190269 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190269$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190269$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1001.5 =082 04$a 388.40722$223 =100 1\$aZhang, Lanfang,$eauthor. =245 10$aModeling Lane-Change Risk in Urban Expressway Off-Ramp Area Based on Naturalistic Driving Data /$cLanfang Zhang, Shuli Wang, Cheng Chen, Minhao Yang, Xin She. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aOff-ramp areas are considered the critical sections of urban expressways where the exiting vehicles and straight-through vehicles merge. Therefore, lane-change behaviors frequently occur at the upstream of the urban expressway off-ramp, which lead to high chance of traffic crashes. This study looks at the risk of lane-change behaviors in the multilane urban expressway off-ramp areas. First, lane-change process information of exit vehicles in urban expressway off-ramp area was extracted from the Shanghai Naturalistic Driving Study (SH-NDS) database. Second, for each lane-change movements of exit vehicles, a risk evaluation indicator (risk perception, RP) was adopted to quantify the lane-change risk. Based on the RP, the study proposed a four-rank risk classification criterion using K-means clustering to define the risk rank of each lane-change movement. Finally, a lane-change risk rank classification model was developed for traffic in the off-ramp areas of multilane expressways using four distinctive influencing factors. Four influencing factors, namely, traffic congestion level, demand lane change times, lane-change direction, and relative distance between vehicle and exit, were used to describe the traffic flow characteristics and exiting lane-change route for the modeling purpose. The risk model was developed using two support vector machine models, which were based on the partial binary tree structure and the directed acyclic graph structure, respectively. The results showed that the overall accuracy of the partial binary tree structure classifier was 65.71 % and the average AUC value was 0.9004, both of which shows a better performance of the partial binary tree structure classifier, compared with the directed acyclic graph structure classifier. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aRisk assessment$xMathematical models. =650 \0$aTraffic monitoring. =700 1\$aChen, Cheng,$eauthor. =700 1\$aShe, Xin,$eauthor. =700 1\$aWang, Shuli,$eauthor. =700 1\$aYang, Minhao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190269.htm =LDR 03062nab a2200457 i 4500 =001 JTE20190282 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190282$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190282$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTR642 =082 04$a701.8$223 =100 1\$aTang, Donglin,$eauthor. =245 10$aInvestigation of Ultrasonic Reflection Properties Based on Rough Interface in Compression /$cDonglin Tang, Weiping Wu, Zhen Song, Yanjin Tang, Lin Hu, Bo Yuan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe relations among the reflection coefficient (REC), surface roughness, and interface pressure of solid-solid coupled interface is analyzed by ultrasonic experiment on rough surfaces with the dry-coupled method. A method for deducing the stiffness of dry-coupled interface is proposed, and the REC is calculated by the quasistatic stiffness spring model. The correctness of the method is verified by model comparison and experimental analysis, and the maximum relative error is 2.04 % compared with the measured value. This model can provide dry-coupled ultrasonic testing with a reliable theoretical data for pressure estimation required to achieve the ideal coupling effect under a certain roughness. The results prove the roughness of the dry-coupled interface can significantly reduce the coupling effect, and the coupling performance can be improved by increasing the pressure between the solid surfaces. Based on the stochastic rough interface model, the influence of the interface and the interface pressure can be analyzed quantitatively, which is beneficial to the effective evaluation of the tested specimen. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aReflections. =700 1\$aHu, Lin,$eauthor. =700 1\$aSong, Zhen,$eauthor. =700 1\$aTang, Yanjin,$eauthor. =700 1\$aWu, Weiping,$eauthor. =700 1\$aYuan, Bo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190282.htm =LDR 03366nab a2200445 i 4500 =001 JTE20190299 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190299$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190299$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.85$223 =100 1\$aRen, Dongya,$eauthor. =245 10$aComparative Evaluation of Asphalt Pavement Dynamic Response with Different Bases under Moving Vehicular Loading /$cDongya Ren, Hui Song, Chao Huang, Chuan Xiao, Changfa Ai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe horizontal strain at the bottom of asphalt concrete is well accepted as a key influencing factor in pavement performance and is directly related to fatigue cracking. This article presents the results of several studies performed in the field that focused on the evaluation of the effect of the base on the pavement dynamic responses under moving vehicular load through embedded strain gauges. Strain gauges were embedded at the bottom of the asphalt and base layers to measure pavement responses under moving vehicular loading. The investigated types of bases include a semirigid base, inverted base, compound base, and roller compacted concrete (RCC) base asphalt pavements. The effect of axle load level, tire pressure, and vehicle speed on pavement responses were analyzed based on the measured strain. Results showed that the critical horizontal strain at the bottom of the asphalt layer increased as the axle load increased, whereas the influence of the vehicle speed conversely affected the critical horizontal strain. The combined effect of the high temperature on the road surface and overload of the vehicle significantly increased the strain response at the bottom of the asphalt layer. Moreover, it was found that because of the modulus dependency of the pavement base, the horizontal strain at the bottom of both asphalt and base layers for RCC base pavement was smaller than that of the other three base types. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aPavements, Asphalt$xEvaluation. =700 1\$aAi, Changfa,$eauthor. =700 1\$aHuang, Chao,$eauthor. =700 1\$aSong, Hui,$eauthor. =700 1\$aXiao, Chuan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190299.htm =LDR 02575nab a2200421 i 4500 =001 JTE20190327 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190327$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190327$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS157 =082 04$a658.568$223 =100 1\$aNguyen, Huu Du,$eauthor. =245 10$aVariable Sampling Interval Control Charts for Monitoring the Ratio of Two Normal Variables /$cHuu Du Nguyen, Kim Phuc Tran, Thong Ngee Goh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (25 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIt is well documented that the distribution of the ratio between two random normal variables is asymmetric. As a consequence, the two-sided Shewhart control chart monitoring this ratio (denoted as Shewhart-RZ chart) has an average run length-biased property. In order to overcome this drawback, we propose in this article a design for two separated one-sided control charts. Furthermore, we improve the efficiency of the Shewhart-RZ chart by combining the Shewhart chart with a variable sampling interval strategy. The chart performance is then evaluated by using an average time to signal. The numerical results show that our proposed charts outperform the two-sided Shewhart-RZ control chart in detecting process shifts. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aQuality control$xStatistical methods. =700 1\$aGoh, Thong Ngee,$eauthor. =700 1\$aTran, Kim Phuc,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190327.htm =LDR 03547nab a2200445 i 4500 =001 JTE20190446 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190446$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190446$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.85$223 =100 1\$aBazzaz, Mohammad,$eauthor. =245 10$aEffect of Evotherm-M1 on Properties of Asphaltic Materials Used at NAPMRC Testing Facility /$cMohammad Bazzaz, Masoud K. Darabi, Dallas N. Little, Navneet Garg. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aRheological properties of asphalt binders significantly affect distress development and performance of asphalt concrete materials. This article presents the effect of Evotherm-M1 modifications on rheological properties of asphalt binders used in the construction of test sections at the Federal Aviation Administration's National Airport Pavement & Materials Research Center. Four different binders (i.e., polymer styrene butadiene styrene [SBS]-modified PG 76-22, PG 64-22, SBS-modified PG 76-22 plus Evotherm-M1, and PG 64-22 plus Evotherm-M1) are studied. Multiple stress creep recovery (MSCR) and strain-controlled frequency sweep (FS) test results are analyzed to construct the master curves for the binders. Results indicate high sensitivity of SBS-modified PG 76-22 to Evotherm-M1 modifications as compared with PG 64-22. Subsequently, the results of dynamic modulus tests conducted on asphalt mixture specimens (prepared using job mix formula and different binders) are analyzed to investigate the effect of binder type and modification on rheological properties and rutting performance of asphalt mixtures. It is shown that the rutting resistance and rheological properties of asphalt mixtures can be ranked based on the results of MSCR and FS tests conducted on asphalt binders. It is shown that the rutting resistivity of traffic test sections and lab-tested asphalt mixtures can be ranked as follows: SBS-modified PG 76-22, SBS-modified PG 76-22 plus Evotherm-M1, PG 64-22, and PG 64-22 plus Evotherm-M1. This is consistent with the results obtained for tested asphalt binders. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aPavements, Asphalt$xMaterials. =650 \0$aPavements, Asphalt$xTesting. =700 1\$aDarabi, Masoud K.,$eauthor. =700 1\$aGarg, Navneet,$eauthor. =700 1\$aLittle, Dallas N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190446.htm =LDR 02908nab a2200433 i 4500 =001 JTE20190472 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190472$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190472$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126$223 =100 1\$aKanna, Sohei,$eauthor. =245 10$aReproducibility of Pop-Ins in Fracture Test of Heterogeneous Welds and Numerical Assessment of Crack Arrest /$cSohei Kanna, Yoichi Yamashita, Tomoya Kawabata. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aFor the occurrence of a "pop-in," which represents the initiation, propagation, and arrest of a brittle crack in a three-point bending test, the evaluated fracture toughness may be very small. To experimentally verify whether the pop-in occurring at the specimen level is even included in the actual structure, the purpose of this study was to first induce pop-ins in a three-point bending test. It was possible to reproduce a pop-in at a local brittle zone (LBZ) by preparing heterogeneous weld specimens and considering the temperature dependence of the toughness of each welding material. Furthermore, a crack propagation analysis by the nodal release method was conducted. The crack opening stress including dynamic effects was compared before and after the pop-in. Because of the initiation of brittle cracks in the LBZ, the high-stress area shifted from the center with low toughness to the edge with high toughness. Decrease in the crack opening stress was determined as a factor contributing to the crack arrest. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aBrittleness. =650 \0$aFracture mechanics. =700 1\$aKawabata, Tomoya,$eauthor. =700 1\$aYamashita, Yoichi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190472.htm =LDR 02512nab a2200421 i 4500 =001 JTE20190475 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190475$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190475$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQL697.4 =082 04$a598.147$223 =100 1\$aTang, Di,$eauthor. =245 10$aStudy on the Interlocking Mechanism of Barbules of an Eagle Feather and the Corresponding Microstructures to Reconstitute Their Integrity /$cDi Tang, Dawei Liu, Zhongyong Fan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aBirds have impressive flying abilities in part because of the remarkable structural aspects of their feathers. It is also interesting that a feather has the ability to reconstitute its structural integrity in a convenient and effective way. To reveal this mechanism, separating and recovering processes of neighboring barbs were observed after stretching a barb of an Aquila chrysaetos . Thereafter, a three-dimensional model of barbs was proposed herein. A connecting force in range of 0.47 N/mm to 1.26 N/mm between distal barbules and proximal barbules was quantified by an experimental approach that combined an in situ stretching device and a strain sensor. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aFeathers. =700 1\$aFan, Zhongyong,$eauthor. =700 1\$aLiu, Dawei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190475.htm =LDR 03995nab a2200445 i 4500 =001 JTE20190486 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190486$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190486$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.85$223 =100 1\$aTeshale, Eyoab Zegeye,$eauthor. =245 10$aGround Penetrating Radar Sensitivity to Marginal Changes in Asphalt Mixture Composition /$cEyoab Zegeye Teshale, Kyle Hoegh, Shongtao Dai, Richard Giessel, Curt Turgeon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aGround penetrating radar (GPR) is gaining renewed attention from many state highway agencies because of its promising application prospects for rapid, full-coverage, continuous, and nondestructive measurements of the density in newly constructed asphalt pavements. However, several operational and technical issues need to be addressed before this technology can be efficiently deployed for quality control/quality assurance practices. The operation-related challenges are relatively easily addressed with proper project-specific management practices. The technical ones, on the other hand, require improvements to the testing devices and procedures and strategic investigations for further understanding of the relationship between the GPR-measured dielectrics and the density of asphalt mixtures. The latter is particularly crucial given the production and construction variability of asphalt mixtures and the accepted practices of field adjustments to mix designs. This study investigated the sensitivity of dielectric measurements to changes in mix composition and assessed the appropriateness (or lack thereof) of using a single dielectric-density transfer model to analyze field data measured on multiple production days. The study examined asphalt mixtures designed and manufactured in the laboratory with varying amounts of limestone, a high-dielectric aggregate source, as well as plant-produced asphalt mixtures collected on multiple production days. The findings indicated that the source/composition of the aggregate structure affected density-dielectric relationships of asphalt mixtures considerably. On the contrary, the relationship appeared to be less sensitive to normal asphalt production variability (day to day variations) as long as the aggregate source proportions were maintained intact. The experimental investigation proposed in this study can be easily employed to determine the proper amount of calibration models or the extent of allowable adjustment to the mix design for asphalt pavement construction projects. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aAsphalt emulsion mixtures. =700 1\$aDai, Shongtao,$eauthor. =700 1\$aGiessel, Richard,$eauthor. =700 1\$aHoegh, Kyle,$eauthor. =700 1\$aTurgeon, Curt,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190486.htm =LDR 04087nab a2200493 i 4500 =001 JTE20190513 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190513$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190513$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL697.H44 =082 04$a623.4/6$223 =100 1\$aClark, J. Michio,$eauthor. =245 10$aAnalysis of Helmet Damage and Associated Head Injuries Arising from Real-World Equestrian Fall Accidents /$cJ. Michio Clark, Thomas A. Connor, Claire Williams, Jonathan Clissold, Adrian McGoldrick, Jerry Hill, Aisling Ni Annaidh, Michael D. Gilchrist. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThere is significant difference between the loading conditions used to certify equestrian helmets and the environment in which they are commonly used. This may affect their ability to provide adequate protection against head injury during a riding accident. The efficacy of helmet performance under real-world riding conditions can be judged by examining physical damage to the helmet during an impact, along with details of any head injury that may have been sustained by the rider. The present study considered the influence of different impact events on helmet damage sustained during real-world equestrian racing and eventing accidents. Video analysis of the accidents and assessment of the corresponding helmets allowed helmet damage to be matched to impacts. From a total of 1,119 accident videos and 218 inspected helmets, there was a total of 18 cases for which both the helmet and unobstructed video views of the accident sequence were available, along with details of any injuries sustained by the rider. All 18 cases involved th e riders falling from their horses and impacting their heads against the turf. For 7 of the 18 cases, head impacts occurred in which a rider's head was also either kicked, crushed, or stomped on by a horse: those subsequent impacts led to significant helmet damage, suggesting that the helmets provided protection for the riders during those secondary and tertiary impacts. Surprisingly, 11 of the 18 cases involved only a fall for which none of the helmets had any evident damage, despite 6 of those cases involving diagnosed concussions and 1 hematoma. This indicates that traumatic brain injury can occur in equestrian sports even while the rider wears a helmet, which suggests that there is scope to further improve the ability of equestrian helmets to protect against concussion when riders fall and impact their head against turf. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aHead$xWounds and injuries. =650 \0$aHelmets. =700 1\$aAnnaidh, Aisling Ni,$eauthor. =700 1\$aClissold, Jonathan,$eauthor. =700 1\$aConnor, Thomas A.,$eauthor. =700 1\$aGilchrist, Michael D.,$eauthor. =700 1\$aHill, Jerry,$eauthor. =700 1\$aMcGoldrick, Adrian,$eauthor. =700 1\$aWilliams, Claire,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190513.htm =LDR 03138nab a2200445 i 4500 =001 JTE20190532 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190532$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190532$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.85$223 =100 1\$aWu, Shuyin,$eauthor. =245 10$aInvestigation on Indirect Tensile Test of Asphalt Mixture Based on the Discrete Element Method /$cShuyin Wu, Gang Xu, Jun Yang, Ruochong Yang, Jipeng Zhu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe indirect tensile test is commonly used to evaluate crack and fatigue resistance of asphalt mixtures. However, laboratory tests are time-consuming and laborious in general. Numerical simulation provides a technical way for studying the mechanical behavior of asphalt mixtures. In this research, a laboratory test and discrete element method were used to explore the effects of temperature, air void content, loading rate, and the homogeneity of a mixture on the splitting strength of asphalt mixtures. For asphalt mixtures, a three-dimensional random modeling method and two-dimensional modeling method based on X-ray computed tomography and digital image processing were developed. Also, a homogeneity evaluation index based on ring segmentation was proposed. The results show that an increase in loading rate and decrease in temperature resulted in a significant increase in splitting strength. With an increase in voids, the splitting strength of an asphalt mixture decreased. The Pearson correlation coefficient indicates that there seems to be no clear connection between splitting strength and homogeneity, but there is a significant correlation between the homogeneity and differences in the splitting strength. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aAsphalt emulsion mixtures. =700 1\$aXu, Gang,$eauthor. =700 1\$aYang, Jun,$eauthor. =700 1\$aYang, Ruochong,$eauthor. =700 1\$aZhu, Jipeng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190532.htm =LDR 03238nab a2200445 i 4500 =001 JTE20170390 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170390$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170390$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.84$223 =100 1\$aChhorn, Chamroeun,$eauthor. =245 12$aA Study on Performance of Roller-Compacted Concrete Pavement in Accelerated Pavement Tests /$cChamroeun Chhorn, Young Kyu Kim, Seong Jae Hong, Jun Young Park, Seung Woo Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aRoller-compacted concrete pavement, or RCCP, is well-known for its low cost and fast construction. Through compaction, the friction induced by aggregate interlock provides additional load carry capacity at the beginning of construction. Although its construction procedure is quite different from typical conventional concrete pavement, RCCP consists of the same basic ingredients as conventional concrete pavement. The characteristics of RCCP make it an excellent alternative for port, intermodal, street, and highway applications. Even though this pavement has been used for decades, research on and experiences in its application are still limited, particularly in Korea. In order to evaluate the performance of RCCP, two phases of an accelerated pavement test were conducted. In Phase One, the performance of RCCP at two different strengths (35.6 and 30.4 MPa) is evaluated. In Phase Two, the performance of RCCP with different thicknesses (5, 7.5, and 10 cm) is investigated. The number of load repetitions to fatigue crack occurrence in each section is compared to the estimated fatigue failure determined from the fatigue equation for RCCP. The crack development in each section is compared to the crack model for jointed plain concrete pavement. Overall, it is confirmed that RCCP has equal or better performance compared to the estimation in terms of fatigue cracking. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aPavements, Concrete$xTesting. =700 1\$aHong, Seong Jae,$eauthor. =700 1\$aKim, Young Kyu,$eauthor. =700 1\$aLee, Seung Woo,$eauthor. =700 1\$aPark, Jun Young,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170390.htm =LDR 03421nab a2200445 i 4500 =001 JTE20190536 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190536$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190536$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA683.2 =082 04$a624.18341$223 =100 1\$aZhou, Xiwu,$eauthor. =245 13$aAn Experimental Study of the Effects of Different Reinforcement Ratios on the Impact Resistance Behaviors of Reinforced Concrete Beams /$cXiwu Zhou, Xiangyu Wang, Runcheng Zhang, Guoxue Zhang, Ruisheng Xiong. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (23 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this experimental study, for the purpose of furthering the understanding of the effects of different reinforcement ratios on the impact resistance behaviors of reinforced concrete (RC) beams, a series of vertical impact tests were conducted on five RC beams with different reinforcement ratios using a domestically advanced ultrahigh heavy drop hammer impact testing machine system. The impact velocities and force of the drop hammer during the impacts, displacements, and strain of the test points, as well as the crack propagation process, were collected and analyzed. The experimental test results revealed the following. (1) When the reinforcement ratios ranged between 0.58 and 1.63 %, the RC beams had mainly suffered bending failures. However, when the reinforcement ratios were increased, it was observed that the overall stiffness of the beams had been effectively improved; displacements, steel strain, and damages were reduced; and the impact resistance abilities of the beams had been enhanced. (2) When the reinforcement ratios had ranged from 1.63 to 2.57 %, shear failures were found to be the main failure mode of the RC beams. It was found that increases in the reinforcement ratios could not effectively reduce the damages and were not conducive to the beams' resistance to impact loads. (3) It was determined that because of the shearing effects of the impact loads, the shear force of the RC beams had increased. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aReinforced concrete. =700 1\$aWang, Xiangyu,$eauthor. =700 1\$aXiong, Ruisheng,$eauthor. =700 1\$aZhang, Guoxue,$eauthor. =700 1\$aZhang, Runcheng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190536.htm =LDR 03102nab a2200457 i 4500 =001 JTE20190563 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190563$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190563$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA805 =082 04$a624.19$223 =100 1\$aZhou, X. P.,$eauthor. =245 10$aExperimental Study of the Mechanism of TBM Disk Cutter Penetration in Mixed-Faced Grounds under Confining Pressure /$cX. P. Zhou, S. F. Zhai, Q. M. Gong, F. Berto. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (25 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this article, the effects of tunnel boring machine (TBM) disk cutter penetrations on rock fragmentation are experimentally investigated. In these tests, the tested sample is composed of Beishan granite and Chongqing sandstone. The effects of five sets of TBM disk cutter penetrations are investigated under confining pressure of 10 MPa, and 3-D forces acting on the rolling cutter and the forming rock chips are analyzed. It is found from the experimental results that in the mixed-faced ground, for granite, the boreability of the TBM disk cutter increases slowly with increasing penetration, while for sandstone, the boreability of the TBM disk cutter almost linearly decreases. At the same penetration, the average normal force and rolling force in granite are larger than those in sandstone, and cutter vibration becomes obvious when the disk cutter rolls through the interface of the composite rocks. Moreover, the optimizing penetration, which is equal to 2 mm in the mixed-faced ground composed of granite and sandstone under confining stress of 10 MPa, is provided to guide the TBM operation and to predict rock fragmentation in TBM tunneling. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aSubways. =650 \0$aTunneling. =650 \0$aTunnels$xDesign and construction. =700 1\$aBerto, F.,$eauthor. =700 1\$aGong, Q. M.,$eauthor. =700 1\$aZhai, S. F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190563.htm =LDR 03465nab a2200469 i 4500 =001 JTE20190575 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190575$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190575$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.84 =082 04$a620.11294$223 =100 1\$aYao, Wei,$eauthor. =245 10$aStudy on Acoustic Emission Characteristics and Failure Prediction of Post-High-Temperature Granite /$cWei Yao, Jin Yu, Xueying Liu, Xianqi Zhou, Yanyan Cai, Yaoliang Zhu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn an attempt to study the acoustic emission (AE) characteristics of granite specimens (25°C~600°C) during high-temperature deformation, the uniaxial compression and general triaxial compression tests were carried out. The AE signals were collected simultaneously, following which the AE signals were processed to predict rock failure. The study makes some interesting conclusions. In the uniaxial compression test, AE activity is found to be more active during the postpeak stress phase. In the triaxial compression test, AE activity is found to be more active during the postpeak stress phase. The AE energy and the cumulative energy under uniaxial compression are much larger than the triaxial compression at the failure moment of the granite specimen after the same heat treatment. As the heat-treatment temperature increases, the peak AE energy decreases, but the cumulative AE energy decreases first and then increases. The failure of granite was predicted by AE signal processing, and good prediction results were obtained for different experimental conditions and the different preset failure time tf . The time at which the forecast point appears is usually close to the time at which the rock specimen enters the plastic deformation phase. The value of the parameter tf impacts the curve shape and prediction duration without affecting the occurrence of the forecast point. In addition, the shape of curve changes stepwise as the tf changes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aAcoustic emission testing. =650 \0$aAcoustic emission. =700 1\$aCai, Yanyan,$eauthor. =700 1\$aLiu, Xueying,$eauthor. =700 1\$aYu, Jin,$eauthor. =700 1\$aZhou, Xianqi,$eauthor. =700 1\$aZhu, Yaoliang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190575.htm =LDR 03569nab a2200409 i 4500 =001 JTE20190578 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190578$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190578$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a620.136$223 =100 1\$aNaderi, Mahmood,$eauthor. =245 10$aCylindrical Chamber: A New In Situ Method for Measuring Permeability of Concrete with and without Admixtures /$cMahmood Naderi, Alireza Kaboudan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aBecause the permeation of water through concrete causes both physical and chemical deterioration, the durability of concrete structures is mainly dependent on the concrete permeability. According to the literature surveyed by the authors, the only reliable test that measures the water permeability of concrete is the laboratory standard test of BS EN 12390-8, Testing Hardened Concrete. Depth of Penetration of Water under Pressure . Therefore, having realized the need for an in situ method for measuring the water permeability of concrete, this article introduces the newly developed method of "cylindrical chamber," which is proposed and developed by M Naderi. In order to be able to prove the acceptability of this new method, a total of 102 concrete cubes with dimensions of 150 mm and different compressive strengths and mixtures were prepared, and their water permeability were measured using both the laboratory standard test of BS EN 12390-8 and the cylindrical chamber method. The concrete mixtures employed contained 5, 10, 15, and 20 % of silica fume, plus fly ash, zeolite, and limestone powder. The results obtained tend to show a very good agreement between the corresponding water penetration depths associated with the two methods. In this regard, a linear relationship is seen to exist between the two comparative sets of results with a determination coefficient of 0.9489. It is also seen that the addition of the previously mentioned admixtures decreases the water permeability of the concrete when compared with the permeability of concrete containing portland cement alone. The optimum replacement level of zeolite and limestone powder was also found to be around 10 %. Meanwhile, no optimum content was seen for silica fume and fly ash. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aConcrete$xPermeability. =700 1\$aKaboudan, Alireza,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190578.htm =LDR 03547nab a2200445 i 4500 =001 JTE20190624 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190624$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190624$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.85$223 =100 1\$aZhang, Hengji,$eauthor. =245 10$aStudy on Binder Film Thickness Distribution of Recycled Asphalt Pavements /$cHengji Zhang, John T. Harvey, Liya Jiao, Hui Li, Mohamed Elkashef. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aBinder film thickness (BFT) plays a vital role during the design of asphalt mixture and fine aggregate matrix because BFT can exert a significant effect on the performance of asphalt materials. However, the surface area factors are affected by the different specific gravities of the aggregates, which are always ignored during the calculation of BFT. Moreover, whether the BFT is uniformly distributed in asphalt mixture is controversial. Hence, it is necessary to further study the distribution of asphalt film thickness in asphalt materials and its influence factor. This study analyzed the distribution of BFT in coarse and fine parts of recycled asphalt pavements (RAPs). Firstly, a part of four types of RAP (Teichert, Syar, Vulcan coarse, and Vulcan fine) were sieved by #8 sieve (2.36 mm) to achieve coarse and fine parts of RAP. Secondly, the binder content and aggregate gradation were investigated through the ignition and extraction method. Thirdly, surface area ratio was used to evaluate the influence of the ignition and extraction method on the surface area of aggregate sieved from RAP. Finally, the BFT of different types of RAP were calculated through two different methods to evaluate the effect of specific gravities of the aggregates on BFT. The results indicate that for the coefficient of variation, 30 out of 32 data were less than 15.0 %, which implies the BFT was almost evenly distributed in coarse and fine parts of RAP. In addition, the difference of surface area factors caused by the different specific gravities of the aggregates exerts negligible influence on the surface area and the calculation of BFT. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aPavements, Asphalt. =700 1\$aElkashef, Mohamed,$eauthor. =700 1\$aHarvey, John T.,$eauthor. =700 1\$aJiao, Liya,$eauthor. =700 1\$aLi, Hui,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190624.htm =LDR 03993nab a2200457 i 4500 =001 JTE20190650 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190650$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190650$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.85$223 =100 1\$aDong, Zejiao,$eauthor. =245 10$aDynamic Response Analysis of Airport Asphalt Pavement Subjected to High-Temperature Jet Wake Based on Finite Element Simulation /$cZejiao Dong, Tongxu Wang, Xianyong Ma, Cheng Cao, Fandong Kong, Zhen Leng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWith the dramatic increase of air traffic volume and the rapid development of civil aviation airport construction in China, asphalt layers overlaying original concrete pavement in civil aviation airports has become the primary rehabilitation scheme. However, asphalt airport pavement is prone to excessive deformation when subjected to the repeated and heavy aircraft loading, especially when coupled with high-temperature field. However, the impact of high-temperature jet wake is rarely considered in the existing structural design and analysis of airport asphalt pavement. In order to investigate the impact of high-temperature jet wake on the dynamic response of asphalt pavement, the coupling of finite element (FE) simulation of the temperature field and aircraft loading based on sequential decoupling methodology was implemented herein. Firstly, the temperature field distribution induced by the high-temperature jet wake on the asphalt pavement was simulated and analyzed by FE simulation on the ABAQUS CFD platform. Then, the temperature field distribution was integrated within the asphalt pavement structure by combining the temperature field distribution produced by jet wake and thermal conduction between ambient radiation and pavement. Secondly, the viscoelastic parameters of each asphalt layer under the obtained temperature field distribution were calculated to represent more real material properties. Finally, FE simulation of airport asphalt pavement subjected to the coupling of aircraft loading and integrated temperature field was conducted. The results show that the amplitudes of transverse strain, vertical strain, and longitudinal strain of the asphalt pavement considering jet wake together with ambient radiation are basically higher than those without consideration. Consequently, the dynamic responses of airport asphalt pavement produced by jet wake and ambient radiation should be fully considered in the design and analysis of airport asphalt pavement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aPavements, Asphalt. =700 1\$aCao, Cheng,$eauthor. =700 1\$aKong, Fandong,$eauthor. =700 1\$aLeng, Zhen,$eauthor. =700 1\$aMa, Xianyong,$eauthor. =700 1\$aWang, Tongxu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190650.htm =LDR 03230nab a2200433 i 4500 =001 JTE20190732 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190732$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190732$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.85$223 =100 1\$aAlavi, Seyed Ahmad Kheyrkhah,$eauthor. =245 10$aPerformance Evaluation of Hybrid Fibers and Nano-zeolite Modified Asphalt Micro-surfacing /$cSeyed Ahmad Kheyrkhah Alavi, Javad Tanzadeh, Seyed Amid Tahami, Ali Foroutan Mirhosseini. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aMicro-surfacing is a cationic mixture for reparation and maintenance of asphalt pavement and contains polymer-modified bitumen emulsion, 100 % manufactured well-graded fine aggregate, mineral filler, water, and chemical additives. The object of this study was to extend the lifespan of a Micro-surfacing mixture against traffic loads to obtain a higher performance asphalt mixture using different additives, including Diatomite filler, nano-zeolite, styrene butadiene rubber, and glass fiber. To evaluate the performance of the mixtures, a variety of experimental tests, including the abrasion test (International Slurry Surfacing Association [ISSA] TB 100), adhesion test (ISSA TB109), and Wet Cohesion test (ISSA TB139) and Scanning Electron Microscopy, were conducted to classify Micro-surfacing quality control against traffic loads. Cohesion test results showed that adding 2 % nano-zeolite and 4 % polypropylene increased loading resistance up to 25 % (Quick Set and Quick Traffic). In addition, using 10 % of Diatomite improved abrasion resistance. It is worth noting that with an increasing dosage of asphalt emulsion, the effect of the additives will also increase. Moreover, adding 0.26 % of glass fiber in the mixtures increased bleeding resistance around 14 %. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aPavements, Asphalt$xPerformance. =700 1\$aMirhosseini, Ali Foroutan,$eauthor. =700 1\$aTahami, Seyed Amid,$eauthor. =700 1\$aTanzadeh, Javad,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190732.htm =LDR 03630nab a2200457 i 4500 =001 JTE20190745 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190745$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190745$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA278 =082 04$a519.53$223 =100 1\$aWalubita, Lubinda F.,$eauthor. =245 10$aMechanistic-Empirical Compatible Traffic Data Generation: Portable Weigh-in-Motion versus Cluster Analysis /$cLubinda F. Walubita, Luis Fuentes, Abu N. M. Faruk, Julius J. Komba, Adrianus Prakoso, Bhaven Naik. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAxle load distribution factors (ALDFs) are used as one of the primary traffic data inputs for mechanistic-empirical (ME) pavement design methods for predicting the impact of varying traffic loads on pavement performance with a higher degree of accuracy than empirical methods that are solely based on equivalent single axle load (ESAL) concept. Ideally, to ensure optimal pavement structural design, site-specific traffic load spectra data-generated from weigh-in-motion (WIM) systems-should be used during the pavement design process. However, because of the limited number of available permanent WIM stations (in Texas, for example), it is not feasible to generate a statewide ALDFs database for each highway or project from permanent WIM data. In this study, two possible alternative methods, namely, the direct measurement using a portable WIM system and the cluster analysis technique, were explored for generating site-specific ME-compatible traffic data for a highway test section, namely, state highway (SH) 7 in Bryan District (Texas). The traffic data were then used for estimating pavement performance using a ME pavement design software, namely, the Texas Mechanistic-Empirical Thickness Design System (TxME). The TxME-predicted pavement performance (e.g., rutting) using the portable WIM-generated traffic input parameters closely matched with the actual field performance. Overall, the study findings indicated that the portable WIM (with proper installation and calibration) constitutes an effective means for rapidly collecting reliable site-specific ME-compatible traffic data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aCluster analysis. =700 1\$aFaruk, Abu N. M.,$eauthor. =700 1\$aFuentes, Luis,$eauthor. =700 1\$aKomba, Julius J.,$eauthor. =700 1\$aNaik, Bhaven,$eauthor. =700 1\$aPrakoso, Adrianus,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190745.htm =LDR 03066nab a2200421 i 4500 =001 JTE20190794 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190794$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190794$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK454.4.M3 =082 04$a620.11297$223 =100 1\$aPatel, S. R.,$eauthor. =245 10$aPerformance Enhancement of MR Brake Using Flake-Shaped Iron-Particle-Based Magnetorheological Fluid /$cS. R. Patel, D. M. Patel, R. V. Upadhyay. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA non-spherically shaped iron particle-based magnetorheological (MR) fluid, particularly flake-shaped, is synthesized and utilized for the first time to evaluate the performance of an MR brake. The effects are compared with the commercially available spherically shaped particle-based MR fluid. The study shows that flake-shaped particle-based MR fluid with 70 % weight fraction of iron particles exhibits 17 % higher breaking torque at relatively low magnetic field strength compared to spherically shaped MR fluid with 72 % particle weight fraction. This increase in the torque value at low field is due to increases in the surface wetted area of flake-shaped particles. This enhances the friction between particle-particle and particle-carrier. Preferable to lower weight fraction requirement, the hysteresis loss is low and fluid has better stability in terms of gravity as well as thermally. The present MR fluid, having flake-shaped particles, improves MR brake performance substantially, both in terms of braking torque value at low field and reducing hysteresis loss. All the results are discussed based on the Herschel-Bulkley model. The performance of the brake is tested and evaluated in detail. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aMagnetorheological fluids. =700 1\$aPatel, D. M.,$eauthor. =700 1\$aUpadhyay, R. V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190794.htm =LDR 02449nab a2200433 i 4500 =001 JTE20190809 =003 IN-ChSCO =005 20200706061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 200706s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190809$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190809$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA281 =082 04$a511.42$223 =100 1\$aLi, Juncheng,$eauthor. =245 10$aShape-Preserving Planar Quadratic Bézier Interpolation Spline with Minimal Stretch Energy /$cJuncheng Li, Chengzhi Liu, Li Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA method for constructing shape-reserving planar C 1 quadratic Bézier interpolation spline by minimizing the stretch energy is proposed in this paper. Because the C 1 quadratic Bézier interpolation spline can be determined only by the second control point of the first interpolation curve, we give the method for determining the second control point of the first interpolation curve by minimizing the stretch energy. We prove that the C 1 quadratic Bézier interpolation spline constructed by the proposed method is shape preserving. Some numerical examples show that the proposed method has good effect. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 06, 2020. =650 \0$aInterpolation. =650 \0$aSpline theory. =700 1\$aLiu, Chengzhi,$eauthor. =700 1\$aZhang, Li,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 3 Special Issue on Sustainable Construction Materials and Frontiers of Road and Airport Engineering.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190809.htm =LDR 02822nab a2200409 i 4500 =001 JTE20180196 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180196$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180196$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a620.136$223 =100 1\$aGokce, H. Suleyman,$eauthor. =245 12$aA Dynamic Segregation Test Method for Heavyweight Concrete: Density Variation Method /$cH. Suleyman Gokce, O. Andic-Cakir. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSeveral segregation evaluation methods have been developed for concrete; however, none of them have been specially focused on heavyweight concrete, which has more of a tendency toward segregation because of differences in density of paste matrix to heavy aggregate. Thus, for heavyweight concrete, the segregation may be determined by measuring the difference density in a vertical direction. In this study, a simple reliable method, i.e., the density variation method, that considers the variation in vertical layers of the concrete is modeled to assess dynamic segregation of heavyweight concrete. In addition, 35 heavyweight concrete mixtures with high consistency were designed with various mixing parameters, and the results were compared with the model findings. The suggested test method was also compared with a conventional method (column segregation test by wet-sieving), and an equivalent segregation limit was determined. A strong linear relation ( R 2 : 0.86) was found between the density variation method and column segregation test, and a segregation coefficient limit for segregation of heavyweight concrete is recommended as 1.7 %. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aConcrete. =700 1\$aAndic-Cakir, O.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180196.htm =LDR 03392nab a2200409 i 4500 =001 JTE20180751 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180751$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180751$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a693.5$223 =100 1\$aLi, Zhi,$eauthor. =245 13$aAn Evaluation Method for the Skeleton Structure of Cement-Stabilized Crushed Rock Material Using X-Ray CT Images /$cZhi Li, Jian Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aNo appropriate or accurate skeleton evaluation indexes currently exist for cement-stabilized crushed rock materials (CCRMs). To establish new skeleton evaluation indexes for a CCRM, different skeleton tightnessinfluenced regions of coarse aggregates were defined and compared to accurately capture the degree of tightness of a skeleton based on computed tomography images. The skeleton denseness index (φ, , , , , , , , ) and skeleton stability index (φ, , , , , , , ) were proposed. Moreover, φ, , , , , , , , was used to evaluate a CCRM that was compacted using the vertical vibration compaction method (VVCM) with different gradations to verify its feasibility. The meso-skeleton and macroscopic indexes (maximum dry density and compressive strength) of a CCRM with different compaction methods and vibration times, along with a field CCRM, were measured and compared. The results show that a range with twice the equivalent radius is rational as the influenced region. The φ, , , , , , , , of a CCRM compacted using VVCM decreases as the gradation becomes finer, revealing that φ, , , , , , , , can capture a CCRM skeleton. A CCRM compacted using a quasistatic compaction method has smaller meso-skeleton and macroscopic indexes than a CCRM using VVCM or a field CCRM; all indexes of the CCRM applying VVCM increase as the vibration time increases, whereas the growth rate slows. The results of vibration compaction (90 s) for CCRM match the common outdoor compaction results when constructing semirigid bases (common gradation and cement dosage) in Guangdong Province, China. Moreover, a strong correlation exists between meso-skeleton evaluation indexes and the compressive strength for a 7-day period. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aCement. =700 1\$aLiu, Jian,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180751.htm =LDR 02973nab a2200421 i 4500 =001 JTE20180144 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180144$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180144$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA276.A1 =082 04$a519.5$223 =100 1\$aJia, Jun-mei,$eauthor. =245 13$aAn Extended Burr-XII Distribution with Application to Lifetime Data /$cJun-mei Jia, Zai-zai Yan, Xiu-yun Peng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this article, a new distribution named the extended Burr-XII distribution is developed. This new distribution combines the Burr-XII and Weibull distributions by using the method of T-X family. Probability density, hazard rate, residual and reversed residual lifetime functions, and the s th raw moment of the distribution are studied. We obtain the stress-strength reliability. The extended Burr-XII is able to model distributions with monotonically decreasing and upside down bathtub hazard rates. The maximum likelihood, ordinary least squares, weighted least squares, maximum product of spacings, Cramer-von Mises, Anderson-Darling, Kolmogorov-Smirnov, and Bayes methods are adopted for estimating the parameters of the model. The asymptotic confidence intervals of the parameters are obtained according to the observed Fisher's information matrix. Also, the posterior density credible intervals of the parameters are obtained under gamma prior using Gibbs sampling technique. The new distribution and other distributions are fitted to two real data sets, and the results indicate that the new distribution is quite a reasonable model for the given data sets. Lastly, the performance of the proposed estimation methods is compared by a Monte Carlo simulation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aMathematical statistics. =700 1\$aYan, Zai-zai,$eauthor. =700 1\$aPeng, Xiu-yun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180144.htm =LDR 03853nab a2200421 i 4500 =001 JTE20160292 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20160292$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20160292$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC189 =082 04$a530.475$223 =100 1\$aHenderson, Kenneth O.,$eauthor. =245 10$aAutomating ASTM D2983 Low-Temperature Viscosity Measurements /$cKenneth O. Henderson, Joseph T. Mastropierro, Reid A. Patterson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe low-temperature viscosity of lubricants and hydraulic fluids is a key performance parameter in choosing an appropriate fluid. For gear oils, Automatic Transmission Fluids (ATF), and hydraulic fluids, ASTM D2983 is the primary test method for defining this low-temperature property. This article describes an approach to automatically measure this property for the aforementioned categories of products. It retains the critical aspects of D2983, which are the preheating, thermal conditioning from room temperature to test temperature, viscometer, rotor, and viscosity measurement criteria. Thermal conditioning follows that described in Annex 2 of D2983, and when complete, the viscosity is automatically measured. This requires a digital rotational viscometer with the capability to record viscosity and temperature as a key element in making the needed measurements. As described in D2983, viscosity measurements are made at discrete shear rate intervals (spindle speeds) for a set period of time. Upon the completion of a test, the data file contains a history of the thermal conditioning (time and temperature), plus the viscosity and torque at each spindle speed. By automating the procedure, the sample is undisturbed from the start of the test until the viscosity measurements begin. This eliminates errors due to sample preparation and temperature control throughout the test. Since the spindle is immersed in the sample throughout the test, the viscosity is measured on an undisturbed sample. All of this results in consistent thermal conditioning and a controlled temperature during viscosity measurement and eliminates operator-induced variance. Data on ASTM Proficiency Test Program samples and other commercial products indicate significant improvement in precision. The samples evaluated include ATF, automotive gear oils, and other products. An abbreviated procedure is described that could be suitable for some samples. This is achieved by shortening the soak time at the test temperature, but following the same thermal conditioning process prior to the soak at the test temperature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aViscosity$xMeasurement. =700 1\$aMastropierro, Joseph T.,$eauthor. =700 1\$aPatterson, Reid A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20160292.htm =LDR 03446nab a2200409 i 4500 =001 JTE20170712 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170712$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170712$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1772 =082 04$a338.4/76989/0941$223 =100 1\$aRajkumar, G.,$eauthor. =245 10$aCharacterization of Recycled Silk Fiber PP Composites with Optimal Performance of Silk Fibers by Response Surface Methodology /$cG. Rajkumar, J. Srinivasan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article emphasizes the optimization of the retrieval of silk fibers from silk selvedge waste in a hard waste opening machine. It also highlights the characterization of composites developed from retrieved silk fibers with a polypropylene matrix in a compression molding machine. The machine conditions of the hard waste opener, such as the licker-in speed, cylinder speed, and setting between feed roller to licker-in, were optimized with respect to the fiber staple length using the Box-Behnken experimental design with response surface methodology. The optimum conditions for the fiber staple length were found to be licker-in speed, 550 r/min; cylinder speed, 280 r/min; and setting between feed roller to licker-in, 0.01 inch. Composites were developed using the silk fibers retrived at optimum conditions with polypropylene resin in compression molding at three different fiber loadings, namely 40, 50, and 60 weight % of silk fibers. The influece of silk fiber loading on the mechanical and thermal properties of the composites were studied and compared to pure PP composite. It is observed from the results that the composite with 50 weight % of silk fiber loading has shown greater mechanical properties. Furthermore, the incorporation of silk fibers in the polypropylene matrix has shown an improvement in the mechanical properties of 71.6 %, 76.66 %, 69.73 %, 67.97 %, and 58.45 % for tensile strength, tensile modulus, flexural strength, flexural modulus, and impact strength, respectively, in the composites when compared to pure polypropylene composite. The Differential Scanning Calorimetry analysis has also shown an increase in the degradation temperature of 8 degree C in the silk fiber-reinforced composite. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aTextile fibers. =700 1\$aSrinivasan, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170712.htm =LDR 02623nab a2200421 i 4500 =001 JTE20170554 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170554$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170554$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a620.136$223 =100 1\$aTang, Can,$eauthor. =245 10$aCreep Failure of Concrete under High Stress /$cCan Tang, Wenzhong Zheng, Ying Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCreep failure is due to the interconnection of microcracks in concrete when the material is placed under continual high stress. High-stress creep failure is a rarely researched phenomenon and currently lacks mathematical explanation. Previous investigations of high-stress creep failure in concrete from around the world have shown that shorter product duration and smaller creep strain are correlated to higher stress levels, while the loading age and concrete strength had little effect on high-stress creep failure. In addition, critical stress levels were not found to be dependent on loading age or concrete strength. The investigated critical stress level, ? = s / f c , varied from 0.75 to 0.8, with a recommended level of 0.76. This article investigates the relationships among stress level, failure time, and failure strain analyzed from 175 reports collected from around the world. Additionally, we propose a quantitative high-stress creep failure law. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aConcrete. =700 1\$aZheng, Wenzhong,$eauthor. =700 1\$aWang, Ying,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170554.htm =LDR 03065nab a2200433 i 4500 =001 JTE20180330 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180330$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180330$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA444 =082 04$a624.18341$223 =100 1\$aKalusuraman, G.,$eauthor. =245 10$aCutting Performance of Luffa Cylindrica Fiber-Reinforced Composite by Abrasive Water Jet /$cG. Kalusuraman, S. Thirumalai Kumaran, I. Siva, S. Anand Kumar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe work addresses the cutting performance of luffa cylindrica fiber-reinforced composite by abrasive water jet machining (AWJM). The composite (30, 40, and 50 wt. % fiber) is prepared using the compression molding technique. The extracted fiber morphology and the composite properties were analyzed, as per ASTM. The influence of machining parameters, such as jet pressure (P), traverse speed (TS), and standoff distance (SoD) over the taper angle (TA) and surface roughness (Ra), were analyzed. Based on the experimental results, it was observed that a higher value of P and lower TS and SoD resulted with minimum TA and Ra. The developed multilinear regression model confirms the goodness-of-fit at 95 % confidence interval. The optimum condition to set (P at 25 MPa, SoD at 1.1414 mm, and TS at 20 mm/min) for attaining minimum TA and Ra were determined by desirability analysis. Further, the analysis of variance (ANOVA) of TA depicted a contribution of 41.71 % by SoD, followed by TS and P by 27.33 % and 23.74 %, respectively. Similarly, the ANOVA of Ra resulted with a contribution of 16.72 % by P, 39.15 % by SoD, and 30.73 % by TS. Finally, the cut surface morphology of the composite was analyzed at optimum condition, and the results are revealed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aFiber-reinforced concrete. =700 1\$aThirumalai Kumaran, S.,$eauthor. =700 1\$aSiva, I.,$eauthor. =700 1\$aAnand Kumar, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180330.htm =LDR 03043nab a2200481 i 4500 =001 JTE20180143 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180143$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180143$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE250 =082 04$a100$223 =100 1\$aLi, Feng,$eauthor. =245 10$aDecomposition of Vehicle Exhaust on Pavement with Nanotitanium Oxide and Promoting Function of Pyroelectric Materials /$cFeng Li, Siqi Zhou, Kangyu Fu, Jing Yu, Yuchuan Du, Peiting Zhou, Zhihao Cheng, Zhenglong Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAccording to the actual road conditions, the representative temperature, ultraviolet light intensity, and exhaust concentration were selected as the test environment. A study of the law of vehicle exhaust decomposition under different levels was conducted, and the phenomenon of temperature-light equivalence during a catalytic process was proposed. The decomposition products of exhaust gas from nanotitanium dioxide were detected by chemical analysis, and relevant information was obtained through the reaction process. Besides this, the effects of a piezoelectric system and pyroelectric materials on the catalytic efficiency of nanotitanium dioxide were also investigated. Meanwhile, the influence of pyroelectric materials on the catalytic activity of nanotitanium dioxide in different environments was also evaluated. With the increase of load, loading frequency, and temperature, the effect of tourmaline powder on the decomposition of vehicle exhaust gas is improved, and the influence of load and temperature was more obvious than that of the frequency. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aPavements. =700 1\$aZhou, Siqi,$eauthor. =700 1\$aFu, Kangyu,$eauthor. =700 1\$aYu, Jing,$eauthor. =700 1\$aDu, Yuchuan,$eauthor. =700 1\$aZhou, Peiting,$eauthor. =700 1\$aCheng, Zhihao,$eauthor. =700 1\$aYang, Zhenglong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180143.htm =LDR 03836nab a2200469 i 4500 =001 JTE20170740 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170740$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170740$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN23 =082 04$a331.76$223 =100 1\$aWang, Qi,$eauthor. =245 10$aDevelopment and Application of a Multifunction True Triaxial Rock Drilling Test System /$cQi Wang, Hongke Gao, Bei Jiang, Shucai Li, Song Gao, Manchao He, Chong Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe real-time acquisition of the rock mass mechanical parameters and the rapid classification of the surrounding rock during the construction of an underground structure are of great value for informational construction and optimization of the parameters of the supporting structure. However, it is currently difficult to rapidly acquire rock mass mechanical parameters at construction sites. The digital drilling rig-based drilling test technique is an effective approach for addressing this problem. Therefore, this study develops a multifunction true triaxial rock-drilling test system (TRD system). This system can be employed to test various types of rock or fractured rock masses to determine the correlations between the drilling parameters and the rock mechanical parameters under three-dimensional confining pressure conditions. This article introduces the basic features and the composition of each component of the TRD system. Drilling tests on different types of rock specimens under various control parameter conditions are performed, and the drilling tests on sandstone specimens under different confining pressures were carried out. The test results demonstrate significant correlations between the drilling parameters and between the drilling parameters and the rock mechanical parameters during the drilling process. The drilling parameters are responsive to confining pressure. The conclusions of the correlation analysis and the stable monitoring data obtained under various test parameter conditions verify the reasonableness and effectiveness of the TRD system's structure. This study lays the foundation for further investigations of the quantitative relationships between the drilling parameters and the rock mechanical parameters and develops a key technology that uses the drilling parameters of a digital drilling rig to characterize the mechanical parameters of the surrounding rock at underground construction sites. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aRock-drills. =700 1\$aGao, Hongke,$eauthor. =700 1\$aJiang, Bei,$eauthor. =700 1\$aLi, Shucai,$eauthor. =700 1\$aGao, Song,$eauthor. =700 1\$aHe, Manchao,$eauthor. =700 1\$aZhang, Chong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170740.htm =LDR 02942nab a2200433 i 4500 =001 JTE20180166 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180166$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180166$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT58.5 =082 04$a004.62$223 =100 1\$aChen, Kuen-Suan,$eauthor. =245 10$aDevelopment and Application of a Performance Evaluation Matrix: A Case Study on Exploring the Items Considered Critical to Quality /$cKuen-Suan Chen, Peir-Chyi Lii, Shao-Yu Li, Chun-Min Yu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA performance evaluation matrix is based on questionnaires collected from users or customers to pinpoint the performance of a system operation and furthermore to locate the items that need to be improved to upgrade the performance of system operations. To achieve this, this article proposes a discrimination index and applies statistics inference to deduce confidence intervals of the discrimination index. Meanwhile, we refer to Buckley's fuzzy testing method to construct a fuzzy affiliation function and address a fuzzy evaluation criterion for exploring the items considered critical to quality to overcome the complicated problems of the questionnaires sampling error and interviewees fuzzy linguistics. The advantages of the method in this article are that it keeps the simple filling pattern of Likert's scale and provides efficacy of data collection. Subsequently, we reduce the fuzzy linguistics and questionnaires sampling error by statistics inference and fuzzy hypothesis testing. Finally, we use a case study with the computer-assisted language learning system to demonstrate an application of the proposed method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aEvaluation. =700 1\$aLii, Peir-Chyi,$eauthor. =700 1\$aLi, Shao-Yu,$eauthor. =700 1\$aYu, Chun-Min,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180166.htm =LDR 03107nab a2200421 i 4500 =001 JTE20180703 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180703$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180703$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE228.5 =082 04$a�388.1/1$223 =100 1\$aGuo, Runhua,$eauthor. =245 10$aDevelopment and Preliminary Evaluation of a Varying-Speed Road Profiler /$cRunhua Guo, Zhenzhou Yu, Youjia Zhou. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe International Roughness Index (IRI) has been widely used to characterize the road ride quality in the highway engineering community. IRI is commonly obtained via the longitudinal profile data collected by a high-speed inertial profiler. It is well known that the IRI value based on an inertial profiler can be biased under low-speed or varying-speed conditions. This stems from the inherent limitation of the accelerometer embedded in the measurement system. This study proposes a different approach to solving the problem by employing three-dimension laser scanning technology. Without relying on the accelerometer to offset the vehicle vertical dynamics/vibration, the new approach uses the measurement by a line laser to transfer the elevation along the driving direction. Following this principle, a road profiler was developed and installed on a host vehicle. A preliminary evaluation of the newly developed profiler was conducted on two urban road sections in Beijing. The elevation was focused on wavelength, IRI index, and repeatability analysis. The results showed that the proposed profiler could effectively capture road elevation and accurately characterize ride quality. It was indicated that this new equipment could serve as a useful tool to better accommodate the ride quality measurement under varying-speed data collection conditions, particularly in the urban environment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aRural roads$xEvaluation. =700 1\$aYu, Zhenzhou,$eauthor. =700 1\$aZhou, Youjia,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180703.htm =LDR 02593nab a2200409 i 4500 =001 JTE20170715 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170715$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170715$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA465 =082 04$a620.17$223 =100 1\$aDevaki, E.,$eauthor. =245 10$aEffect of Process Parameters on Tensile Strength of Sansevieria and Areca Husk Fiber Needle-Punched Nonwoven Fabrics /$cE. Devaki, K. Sangeetha. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe present study intends to determine the optimum process conditions for needle punching the nonwoven fabrics produced from blends of sansevieria and areca husk fibers. The Box-Behnken experimental design is used for the optimization of the fabric weight (200-400 g/m 2 ), punch density (150-250 punches/cm 2 ), and blend ratio (30:70-70:30) with respect to the tensile strength of the nonwoven fabrics and to evaluate the effects and interactions of the needle punching process conditions. The optimum process conditions were obtained at a fabric weight of 400 g/m 2 , 250 punches/cm 2 , and 70:30 blend ratio. Nonwoven fabric with a highest breaking force of 17.58 N in the machine direction and 36.51 N in the transverse direction was obtained at the optimum process conditions. The nonwoven fabric developed from this study can be used as a floor covering material in the construction field. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aStrength of materials. =700 1\$aSangeetha, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170715.htm =LDR 03074nab a2200433 i 4500 =001 JTE20170623 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170623$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170623$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710 =082 04$a624.15$223 =100 1\$aEstabragh, A. R.,$eauthor. =245 10$aEffect of Two Organic Chemical Fluids on the Mechanical Properties of an Expansive Clay Soil /$cA. R. Estabragh, E. Afsari, A. A. Javadi, M. Babalar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAn experimental study was conducted to investigate the effect of two organic chemical fluids (glycerol and acetone) on the mechanical behavior of an expansive clay soil. A number of experimental tests, including Atterberg limits, compaction, free swelling, unconfined compressive strength, California Bearing Ratio (CBR), and one-dimensional consolidation (loading and unloading) tests, were conducted on specimens of natural soil and soil contaminated with pure glycerol and acetone fluids at different percentages (10 %, 15 %, and 20 %) by weight. The results showed that the effect of pure glycerol on the behavior of the contaminated soil is different from acetone. Glycerol caused a reduction of Atterberg limits, free swelling, unconfined compressive strength, CBR, and optimum water content and an increase in maximum dry unit weight, while acetone showed the opposite effects. These variations of mechanical and physical behavior are a function of the percentage of glycerol or acetone. Furthermore, the results of the loading and unloading tests showed that the compression and swelling indexes are independent of the type of organic chemical fluids used. Results from scanning electron microscopy tests confirmed that the effect of glycerol on the behavior of soil is not the same as acetone. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aClay soils. =700 1\$aAfsari, E.,$eauthor. =700 1\$aJavadi, A. A.,$eauthor. =700 1\$aBabalar, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170623.htm =LDR 02645nab a2200421 i 4500 =001 JTE20180261 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180261$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180261$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS590.7 =082 04$a631.49$223 =100 1\$aWang, Fei,$eauthor. =245 10$aEffects of Curing Temperature and Dosage on the Performance of GGBS-MgO-CaO in Stabilizing/Solidifying Heavy Metal-Contaminated Site Soil /$cFei Wang, Zhaoyi Cai, Jian Xu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study investigated the effects of curing temperature and dosage on the performance of ground-granulated blast-furnace slag magnesium oxide calcium oxide (GMC) in treating heavy metal contaminated site soil. Samples were cured for 28 days at curing temperatures of 4 degree C, 21degree C, and 45degree C, and the binder dosages of GMC applied in this study were 5, 10, and 15 %. Curing temperature and dosage were found to affect the performance of GMC in different degrees. The strength development of GMC mixes curing at 45degree C is 3-5 times higher than that curing at 4degree C and 21degree C. The raise of the curing temperature and dosage reduces the lead (Pd) leached. The integrity of GMC mixes after each drying-wetting cycle is improved with the raise of binder dosage. The strength losses of GMC5, GMC10, and GMC15 after freeze-thaw cycles are at 52.6 %, 52.3 % and 51.3 %, respectively. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aSoils. =700 1\$aCai, Zhaoyi,$eauthor. =700 1\$aXu, Jian,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180261.htm =LDR 03205nab a2200433 i 4500 =001 JTE20180140 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180140$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180140$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD547 =082 04$a541.335$223 =100 1\$aAkcaoglu, Tulin,$eauthor. =245 10$aEffects of Glass Powder as a Supplementary Cementitious Material on the Performance of High Strength Mortars /$cTulin Akcaoglu, Beste Cubukguoglu, Amir Reza Tarassoly. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAround 11 billion tons of concrete ğused each year all over the world require considerable amounts of cement, which leads to extensive emissions of carbon dioxide. In the search for more environmentally friendly alternatives to conventional cement in order to reduce greenhouse gas emissions, glass powder (GP) is significant because of its high content of silica, availability, and cost and is increasingly becoming a part of cement replacement. This study examined the effects of replacing cement with three different colors of GP at different ratios on the workability and mechanical properties of high-strength mortars cured under three different curing temperatures. It was found that quantities of GP varying from 10 % to 20 % increased workability; strength changes occurred according to the hydration rate and strength activity index order of cement silica fume and GP specimens produced; and increasing the amount of GP from 10 % to 20 % decreased the resistance of mortar against penetration by chloride ions. Among the three water/binder (w/b) ratios (0.35, 0.40, and 0.45) and curing temperatures (22degree C, 55degree C, and 80degree C), the maximum compressive and flexural strength were achieved with a 0.35 w/b ratio and 80degree C curing temperature, the lowest with a 0.40 w/b ratio and 55degree C curing temperature. At high w/b mixes, the strengths were mainly steered by the w/b ratio. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aPowders. =650 \0$aPorous materials. =700 1\$aCubukguoglu, Beste,$eauthor. =700 1\$aTarassoly, Amir Reza,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180140.htm =LDR 03121nab a2200433 i 4500 =001 JTE20180380 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180380$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180380$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP883 =082 04$a666.9$223 =100 1\$aGong, Xiaoqiang,$eauthor. =245 10$aEffects of Phosphogypsum and Calcined Phosphogypsum Content on the Basic Physical and Mechanical Properties of Portland Cement Mortar /$cXiaoqiang Gong, Jiesheng Liu, Zhengguang Sun, Faping Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPhosphogypsum (PG) is an industrial by-product from the wet manufacturing process of phosphoric acid production in the phosphating industry on rock phosphate. Indiscriminate dumping of PG results in soil, water, and air pollution and serious environmental damage (chemical and radioactive contamination). The application of PG as an additive in cement mortar was evaluated in this article. The properties of PG at 800degree C in a muffle furnace and the effects on the mechanical behavior of cement have been studied in this article. The effect of using PG as a partial replacement for cement has been investigated by compressive and flexural strength tests. Water absorption, mortar consistency, dry bulk density, and water retention were also tested. Meanwhile, the internal structural characteristics of samples were determined though scanning electron microscopy analysis. By evaluating properties of mixture cement paste, according to the results of the study, it was determined that a cement mortar addition of 30 % calcined PG gave the optimum results. The mortar with calcined PG of 800degree C has the characteristics of low density, light weight, and stable performance. Utilizing PG to produce cement mortar improves the mechanical property, while the environmental impact is negligible. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aPortland cement. =700 1\$aLiu, Jiesheng,$eauthor. =700 1\$aSun, Zhengguang,$eauthor. =700 1\$aLi, Faping,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180380.htm =LDR 02831nab a2200445 i 4500 =001 JTE20180093 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180093$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180093$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA645 =082 04$a624.171$223 =100 1\$aYang, Liyun,$eauthor. =245 10$aExperimental and Theoretical Analysis of Stress Superposition in Double-Hole Blasts /$cLiyun Yang, Chenxi Ding, Renshu Yang, Qingcheng Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aUsing an experimental system of digital image correlation based on a high-speed camera which can be applied for blast-induced loading, model experiments of single-hole and double-hole blasts were conducted in polycarbonate specimens, and the evolutionary processes of the full-field strain were studied during blast loading. The results showed that the strain peak at the midpoint between two blastholes in double-hole blasts was 2.4-2.7 times as large as that in single-hole blasts. The stress superposition effect of double-hole blasts was much larger than 2, which is predicted by elastic wave theory. In addition, the superposition of double-hole blast stresses was analyzed by elastic and shock wave theories. These results indicated that when examining the superposition of blast stress waves, the shock wave theory is more in line with the experimental results. Based on the experimental results, there were discussions of the definition of the elastic vibration zone in the traditional blast theory. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aStructural analysis (Engineering) =650 \0$aStrains and stresses. =700 1\$aDing, Chenxi,$eauthor. =700 1\$aYang, Renshu,$eauthor. =700 1\$aWang, Qingcheng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180093.htm =LDR 02971nab a2200433 i 4500 =001 JTE20180251 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180251$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180251$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a620.136$223 =100 1\$aCen, W. J.,$eauthor. =245 10$aExperimental Evaluation on Cyclic Shear Behavior of Geomembrane-Concrete Interfaces /$cW. J. Cen, H. Wang, X. H. Du, Y. J. Sun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA series of cyclic shear tests was conducted to reveal the cyclic shear behavior of the interfaces between three types of geomembranes (smooth geomembranes, textured geomembranes, and composite geomembranes) and no-fines concrete. Hysteresis loops and backbone curves were obtained under different vertical pressures and shear-displacement amplitudes. The test results indicate that the textured geomembrane-concrete interface presents higher cyclic friction angles than the other two interfaces. The vertical pressure-dependent shear stiffness and damping ratio were used to evaluate the cyclic shear strength and damping behavior of the different geomembrane-concrete interfaces. In addition, the influence of shear rate and cycle number on the cyclic shear behavior of the geomembrane-concrete interfaces was considered, but there is little difference among experimental data for a specific interface. By analyzing the damage observed for the different geomembranes in the test, the shear behavior of these three interfaces between geomembranes and no-fines concrete was further evaluated. Finally, a reasonable choice of geomembrane is suggested for the stability and integrity of geomembranes in practical geomembrane engineering. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aConcrete. =700 1\$aWang, H.,$eauthor. =700 1\$aDu, X. H.,$eauthor. =700 1\$aSun, Y. J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180251.htm =LDR 02585nab a2200457 i 4500 =001 JTE20170324 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170324$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170324$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE75 =082 04$a666.9$223 =100 1\$aLiu, Jiesheng,$eauthor. =245 10$aExperimental Study of Mortar Samples Containing Sodium Bentonite /$cJiesheng Liu, Xiaoqiang Gong, Xiang He, Rongtang Zhang, Rui Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this study, the effect of sodium bentonite on the properties of cement mortar has been investigated through a number of tests. The properties examined include consistency, fluidity, water retention, density, mechanical strength, water absorption, and morphology of mortar. The results showed that the consistency, fluidity, density, and mechanical strength decreased as the sodium bentonite increased. However, the water retention and water absorption increased because of the good water absorptive properties of sodium bentonite and the increase of voids in the mortar when the sodium bentonite increased. Scanning electron microscopy results showed that a more porous structure of mortar sample can be obtained when the sodium bentonite content increased. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aMortar$xTesting. =650 \0$aCement$xTesting. =700 1\$aGong, Xiaoqiang,$eauthor. =700 1\$aHe, Xiang,$eauthor. =700 1\$aZhang, Rongtang,$eauthor. =700 1\$aLi, Rui,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170324.htm =LDR 03144nab a2200421 i 4500 =001 JTE20180573 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180573$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180573$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE571 =082 04$a551.353$223 =100 1\$aLiu, Haixia,$eauthor. =245 10$aExperimental Study of the Influence of Test Chamber Dimensions on Aggressive Intensity of the Cavitating Jet /$cHaixia Liu, Can Kang, Hitoshi Soyama. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe ASTM G134 standard, Standard Test Method for Erosion of Solid Materials by Cavitating Liquid Jet , provides specifications for assessing the material resistance to the cavitation erosion caused by submerged cavitating jet. Nevertheless, the influence of test chamber dimensions on cavitation erosion is not considered in such an international standard. To fill in the gap, nine test chambers with different chamber lengths and diameters were devised to facilitate a comparative investigation of the cavitation aggressive intensity. The cavitation number was fixed at 0.014. Aluminum (JIS A1070) and stainless steel (JIS SUS316L) specimens were used in the experiment. The results show that at the distance of 19 mm between the nozzle outlet section and the specimen surface, the most severe erosion is accomplished, which is shared by the nine test chambers. Both the mass loss and the erosion rate vary with the test chamber length and diameter. A long test chamber is associated with a low erosion rate. The coefficient of variation on the cumulative erosion rate is 12 %. As the chamber length equals the chamber diameter, the coefficient of variation is 3 %. At the test chamber length of 30 mm and diameter of 40 mm, the maximum erosion rate is higher than its counterparts. The present study provides important data for the ASTM G134 standard to decide the operation parameters and test chamber dimensions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aErosion. =700 1\$aKang, Can,$eauthor. =700 1\$aSoyama, Hitoshi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180573.htm =LDR 03089nab a2200433 i 4500 =001 JTE20170217 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170217$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170217$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA805 =082 04$a624.193$223 =100 1\$aYuan, Yao,$eauthor. =245 10$aGround Response due to Construction of Shallow Pipe-Jacked Tunnels in Sandy Soil: Laboratory Investigation /$cYao Yuan, Ye-Shuang Xu, Arul Arulrajah, Da-Jun Yuan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPipe jacking is a microtunneling construction technique that is widely used as a trenchless technology in infrastructure and can be adopted in various geological conditions. Ground responses, such as displacements and soil fracturing, will occur during pipe jacking. In order to reduce disturbance to the surrounding soils, factors resulting in ground responses should be evaluated prior to construction. This article presents a series of laboratory tests to investigate the ground response that is due to shallow buried pipe jacking in sandy soil. Single and parallel pipe-jacked tunnel tests were conducted to simulate different construction conditions. Vertical soil displacements and corresponding jacking forces for various cases were observed and discussed. The results indicate that factors such as the existing pipes, the thickness of overburden soil, and the grouting slurry used have significant effects on the ground responses during pipe jacking. Slurry with a proper ratio is proposed for pipe jacking construction. Soil fracturing and grouting overflow can easily occur in the shallow buried tunnels when slurry injection points are opened at the upper side of the pipe. The jacking parameters should also be controlled within a range to reduce the risk of soil fracture and grouting overflow. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aTunnels. =700 1\$aXu, Ye-Shuang,$eauthor. =700 1\$aArulrajah, Arul,$eauthor. =700 1\$aYuan, Da-Jun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170217.htm =LDR 03070nab a2200409 i 4500 =001 JTE20180281 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180281$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180281$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126015118$223 =100 1\$aMarchisella, A.,$eauthor. =245 10$aInfluence of Specimen Geometry on the Response of Post-Installed Anchors Subjected to Constant Load under Crack Opening and Crack Cycles /$cA. Marchisella, G. Muciaccia. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIt is generally acknowledged that one of the most critical tests to capture the behavior of a post-installed fastener under seismic action is the so-called seismic crack movement test, which consists in applying a constant load to a single fastener installed in a crack subjected to opening and full closing cycles. This article presents experimental results of crack movement tests on large size post-installed anchors that show a strong influence of the geometry of the concrete specimen in which the anchor is installed. To improve the regularity of the crack plane, a feedback control using the crack opening signal is applied to the servo-hydraulic actuators. Results of seismic crack movement tests using two different test setups were compared. The major aspects are as follows: (i) splitting force generated by the anchor affects the restoring of the zero crack opening when increasing the number of cycles, and (ii) increasing the size of concrete element limits the effects of bending induced in the concrete specimen. The issue of residual crack opening at the zero actuator's load is observed experimentally and is further approached both analytically and numerically. The parameters that mostly affect the crack closure phase, i.e., steel ratio, transfer length, and de-bonding length, are finally discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aFracture mechanics$xData processing. =700 1\$aMuciaccia, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180281.htm =LDR 02842nab a2200445 i 4500 =001 JTE20170743 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170743$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170743$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS209.5 =082 04$a673.722$223 =100 1\$aLiu, Feifei,$eauthor. =245 10$aInvestigating the Deformation Property of Weathered Phyllite Filling Subgrade /$cFeifei Liu, Xuesong Mao, Huijun Zhang, Longqi Liu, Qian Wu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTo investigate the deformation property of weathered phyllite filling subgrade under the comprehensive effect of water and load, three weathered phyllite soil column models were filled and their deformations were tested through a laboratory test and numerical simulation in this article. The results show that the deformation of the weathered phyllite soil column models were greatly influenced by the water replenishment conditions and load conditions, and the deformation of models increased with the increase of the moisture content and load. Moreover, the larger the load, the longer the time required for the weathered phyllite soil column model to reach stability. In addition, the numerical simulation results were compared with the test results, and it was found that they were similar. Consequently, the numerical simulation can be used to reflect the deformation of weathered phyllite filling subgrade under the effect of water and load and provide some guidance for the design of the weathered phyllite filling subgrade. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aDeformations (Mechanics) =700 1\$aMao, Xuesong,$eauthor. =700 1\$aZhang, Huijun,$eauthor. =700 1\$aLiu, Longqi,$eauthor. =700 1\$aWu, Qian,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170743.htm =LDR 03736nab a2200445 i 4500 =001 JTE20170395 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170395$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170395$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA805 =082 04$a624.193$223 =100 1\$aPourmand, Salim,$eauthor. =245 10$aLaboratory Studies on Soil Conditioning of Sand in the Mechanized Tunneling /$cSalim Pourmand, Hamid Chakeri, Mohammad Sharghi, Masoud Hajialilue Bonab, Yilmaz Ozcelik. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aEarth pressure balance (EPB) tunnel boring machines have become increasingly common in the last decade for the construction of tunnels in soft soils. The performance of these machines is so different that they have a major effect on the outside conditions of drilling operations. They use the excavated soil in a pressurized head chamber to apply support pressure to the tunnel face during excavation. A machine may be designed to work in ideal ground conditions. However, natural soils rarely have these properties, and conditioning of the soil is usually necessary to alter its properties to suit the machine. Tunnel excavation is not impossible when the unconditioned soils around the tunnel are coarse and sticky. Effective soil conditioning significantly improves machine performance and control of the soil flow through the screw conveyor. This research presents experimental investigations of soil conditioning for soil/foam and foam/polymer/soil. Methods are also provided to establish a suitable conditioning procedure for determining the optimum foam injection ratio (FIR) for these soils and for studying the effective parameters in soil conditioning such as shear strength and plasticity paste of conditioned soils. Direct shear strength tests were conducted on a small scale, and the plasticity paste of soil was studied by slump tests. The slump tests show that the plasticity of sand/foam and sand/foam/polymer is dependent on the initial moisture content, type of soil, etc. Thus, these parameters are important for achieving optimum FIR and suitable conditioning. In addition, direct shear strength tests show that the injection of foam to sand Type C caused a reduction of 51 % in the internal friction angle. Thus, foams are suitable for modifying soil. Increasing the FIR by more than a special value (optimum FIR) did not change the shear strength significantly. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aTunneling. =700 1\$aChakeri, Hamid,$eauthor. =700 1\$aSharghi, Mohammad,$eauthor. =700 1\$aBonab, Masoud Hajialilue,$eauthor. =700 1\$aOzcelik, Yilmaz,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170395.htm =LDR 03063nab a2200409 i 4500 =001 JTE20180044 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180044$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180044$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS157 =082 04$a658.568$223 =100 1\$aAli, Sajid,$eauthor. =245 10$aMonitoring Regularly Maintained Systems Based on the Renewal Process with Generalized Exponential Distribution of Time between Events /$cSajid Ali, Ismail Shah. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (22 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn the modern industrial age, regular system maintenance is an integral process because systems, both engineering and nonengineering, deteriorate over time. Statistical process monitoring techniques, especially control charts, are very helpful in monitoring the performance of such systems and consequently help in decision making on whether maintenance is advantageous or the system has reached a phase where no further maintenance is useful. The aim of this article is to introduce an approach that would integrate maintenance decisions with statistical quality monitoring techniques by assuming an exponentiated class of distributions of interarrival times of the renewal process. This article includes generalized exponential, generalized Rayleigh, and exponentiated Pareto distributions as special cases. An extensive simulation study to compute average run length and average length of inspection (or average time to signal) is conducted, and a comparison is given with approximated exponential control charts. The effect of cost for the regularly maintained generalized exponential systems is also discussed in this study. We focus on the generalized exponential distribution because of its practical relevance in reliability and closeness to Weibull distribution. Finally, an illustrative example is also a part of this article. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aProduction control$xGraphic methods. =700 1\$aShah, Ismail,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180044.htm =LDR 03114nab a2200409 i 4500 =001 JTE20180606 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180606$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180606$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.8 =082 04$a621.3$223 =100 1\$aMahmood, Wael,$eauthor. =245 10$aNew Vipulanandan p-q Model for Particle Size Distribution and Groutability Limits for Sandy Soils /$cWael Mahmood, Ahmed Mohammed. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe particle size distribution (PSD) of the soil fines content and mean particle size (d 50 ) are used in a number of soil property relationships and in the soil classification. To analyze and model PSD using a modified version of the Vipulanandan p-q model, some data collected from several research studies and the results of prediction were compared with the Fredlund and logistic growth models used in the literature. The Vipulanandan p-q model was modified and used to represent the PSD of soils. The Vipulanandan p-q model parameters were correlated very well to various soil properties, such as the diameter in the PSD curve corresponding to 10, 30, 60, and 90 % of finer (d 10, d 30, d 60, and d 90 , respectively), mean particle size the diameter in the particle size distribution curve corresponding to 50 % finer (d 50 ) , and fines content (F%). There was no correlation between the Fredlund model and logistic growth model parameters with the soil properties. Based on the coefficient of determination and root mean square error, the two parameters of the Vipulanandan p-q model predicted the PSDs very well. A current study also had quantified the lower groutability limit based on the d 50 and the Vipulanandan p-q model parameters. The relationship between fines content and d 50 were also generalized using the Vipulanandan p-q model to quantify the upper and lower groutability limits for sandy soils. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aParticle size determination. =700 1\$aMohammed, Ahmed,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180606.htm =LDR 03932nab a2200433 i 4500 =001 JTE20180369 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180369$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180369$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA444 =082 04$a624.18341$223 =100 1\$aAl Rikabi, Fouad T.,$eauthor. =245 10$aPerformance of Thin-Wall Synthetic Fiber-Reinforced Concrete Pipes under Short and Long-Term Loading /$cFouad T. Al Rikabi, Shad M. Sargand, John Kurdziel, Issam Khoury. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSynthetic fibers have been recently used as a replacement for conventional steel reinforcement in concrete pipes to enhance their durability, ductility, shear strength, and flexural strength. However, there is very limited understanding of the long-term performance of thin-wall synthetic fiber-reinforced concrete pipes, as synthetic fiber has material properties that may change with a sustained load over time. This research investigates the performance of polypropylene fiber-reinforced concrete pipe under short and long-term loads in terms of strength, deflection response, strain response, crack width, and crack patterns. Concrete pipes with diameters of 1,200 and 1,500 mm with respective wall thicknesses of 50 and 63 mm were subjected to the short-term three-edge bearing test. To ensure maximum fiber contribution to pipe strength, a 9 kg/m 3 fiber dosage was used with different amounts of steel reinforcement. For the long-term three-edge bearing test, a pipe with a diameter of 1,200 mm reinforced with fiber dosage of 9 kg/m 3 along with steel reinforcement with an area of 5.7 cm 2 /m was tested for 30 days at 40 % of the ultimate load (Load Stage 1) obtained from the short-term test, for another 30 days at 50 % ultimate load (Load Stage 2), and subsequently at 70 % ultimate load for a final 30 days (Load Stage 3). Short-term results showed that synthetic fiber was a viable replacement for the steel reinforcement cage, as some of the tested pipe achieved the strength requirement specified by ASTM C76-15a, Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe . In response to sustained load, the tested pipe initially exhibited a linear response, followed by a stable response with a slight increase in deflection over time. Fiber creep did not significantly increase the crack width or affect the time dependence of the strain, indicating that the fibers adequately transfer the stress in the pipe wall and limit the crack width. The cracks propagated longitudinally at the invert, crown, and springline, where there were high flexural tensile stresses. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aFiber-reinforced concrete. =700 1\$aSargand, Shad M.,$eauthor. =700 1\$aKurdziel, John,$eauthor. =700 1\$aKhoury, Issam,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180369.htm =LDR 02684nab a2200409 i 4500 =001 JTE20180291 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180291$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180291$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN26 =082 04$a338.2$223 =100 1\$aSayyed, M. I.,$eauthor. =245 10$aRadiation Shielding Investigation of Lead Borophosphate Glasses Modified by Tungsten Oxide /$cM. I. Sayyed, M. Almatari. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe effect of tungsten trioxide (WO 3 ) on the shielding properties of the lead(II) oxide-boron trioxide-phosphorus pentoxide WO 3 system was investigated. The mass attenuation coefficients ( ? / ρ ) were evaluated using the XCOM program (National Institute of Standards and Technology, Gaithersburg, MD) in the energy range of 0.015-10 MeV. The ? / ρ values were then used to calculate the mean free path (MFP) and half value layer (HVL). In addition, the macroscopic effective removal cross section for fast neutrons (s R ) was calculated for the present glass system. It was found that the ? / ρ values increase with increasing WO 3 concentration, while HVL and MFP values decrease with increasing WO 3 content. The present glass system showed good radiation shielding properties by providing shorter MFP than some glass systems, such as 70TeO 2 -30V 2 O 5 and 80TeO 2 -20MoO 3 glasses. In addition, it was found that the s R values for the present glasses lie within the range of 0.1100-0.1132 cm -1. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aTungsten trioxide. =700 1\$aAlmatari, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180291.htm =LDR 03232nab a2200445 i 4500 =001 JTE20180236 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180236$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180236$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP156.C57 =082 04$a667.9$223 =100 1\$aMa, Bojiang,$eauthor. =245 10$aSelf-Sharpening of Tools with Unilateral Braze Coating Fabricated Using WC- and Ni-Based Alloys /$cBojiang Ma, Qi Song, Fanning Bu, Xianxian Wang, Tongkun Cao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTools such as agricultural grass cutters, stubble blades, machetes, and grain crushing knives can become passivated gradually during use without self-sharpening. To resolve this problem, a composite coating of a Ni-based alloy and tungsten carbide (WC) was brazed onto the unilateral surface of 45 steel tools. To ensure that the unilateral coating tool can self-sharpen, different heat treatments were tested that can change the microstructure of the substrate. This makes it possible to regulate the wear resistance on both sides of the tool. Previous research shows that multiple phases can coexist at the interface between WC and Ni-based brazing alloys. These can decrease the initial melting temperature and the finishing melting temperature of the coating by 30.7Degree C and 49Degree C, respectively. A quantitative wear test of the tool indicates that the material-removal rate of the coating and the substrate is inversely proportional to its hardness. As a result, the optimal coating thickness can be estimated using the material-removal rate, i.e., the wear. A plowing simulation in gravel shows that after long-time usage (for example, 100 h), the tool, which was treated with quenching/tempering, is very good at self-sharpening. Moreover, the shortening in the direction of the symmetry line of the tool is small. The aim of the study is to improve both self-sharpening and service life of the tools. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aCoatings. =700 1\$aSong, Qi,$eauthor. =700 1\$aBu, Fanning,$eauthor. =700 1\$aWang, Xianxian,$eauthor. =700 1\$aCao, Tongkun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180236.htm =LDR 02947nab a2200469 i 4500 =001 JTE20180019 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180019$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180019$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA645 =082 04$a624.171$223 =100 1\$aQiu, Ji,$eauthor. =245 10$aStrain Rate Sensitivity of Yield Response of PMMA: Experimental Characterization and Material Modeling /$cJi Qiu, Tao Jin, Buyun Su, Qian Duan, Xuefeng Shu, Erqiang Liu, Zhiqiang Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAn experiment was conducted to study the strain rate sensitivity of yield behavior in an amorphous polymer, poly(methyl methacrylate) (PMMA). Compression, tension, shear, and combined shear-compression tests were conducted at four different loading rates. Experimental results indicate that strain rates had a pronounced effect on the yield behaviors of PMMA. Therefore, a strain rate-dependent yield function was developed, and the influences of hydrostatic pressure and strain rate on yield were analyzed. Based on the detailed discussion of the three material constants of the yield criterion, the influence of hydrostatic pressure on the tension and compression asymmetry was analyzed. A modified Johnson-Cook model was introduced to determine the effect of strain rate hardening on flow stress. The results of a compression test were described well by this mode. The change in the trend of parameter C of the mode (which characterizes the effect of strain rate) was also analyzed under the conditions of quasi-static loading. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aStrains and stresses. =700 1\$aJin, Tao,$eauthor. =700 1\$aSu, Buyun,$eauthor. =700 1\$aDuan, Qian,$eauthor. =700 1\$aShu, Xuefeng,$eauthor. =700 1\$aLiu, Erqiang,$eauthor. =700 1\$aLi, Zhiqiang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180019.htm =LDR 02718nab a2200421 i 4500 =001 JTE20180084 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180084$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180084$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA645 =082 04$a624.171$223 =100 1\$aAbdulaliyev, Z.,$eauthor. =245 10$aStress State of Pretensioned Structures /$cZ. Abdulaliyev, S. Ataoglu, A. Donmez. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPrestressed structures are used in civil engineering and other sectors of industry for the production of pressure vessels of the reactors and protective shells for nuclear plants, storage tanks for liquefied gas, etc. In such structures, pretension may reach great magnitudes depending on the manufacturing process during the fabrication or later with the addition of the operational loads. Therefore, it is necessary to address the prestressed state in order to predict optimal loading for the structural elements in the design process of these structures. In this study, the prestressed states of these structures are investigated using an analogy between the prestressed state and the thermoelasticity problems by the photothermoelasticity. Detailed information about the stress distribution in entire structures, locations, and magnitudes of the maximum stresses and bond stresses was obtained. Simultaneously, analytical relations were developed for the normal and shearing stress components between dissimilar materials in the joint zone. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aStrains and stresses. =700 1\$aAtaoglu, S.,$eauthor. =700 1\$aDonmez, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180084.htm =LDR 03135nab a2200409 i 4500 =001 JTE20170714 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170714$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170714$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a620.136$223 =100 1\$aRex, L. K.,$eauthor. =245 10$aStructural Performance of Concrete Beams with Micro-reinforcement Strengthened with GFRP Laminates under Monotonic Loading /$cL. K. Rex, P. V. Premalatha. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (22 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe behavior of structural elements under different loading conditions decides the performance of the built structures. Fiber-reinforced concrete and fiber-reinforced polymers (FRPs) have received increasing attention in recent years for many structural applications. Steel fibers, when added into concrete as micro-reinforcement, impart a bridging effect, resulting in enhanced mechanical properties. FRPs are most commonly composed of glass, aramid, or carbon fibers in a polymeric matrix and can be tailor-made to provide a large variety of material properties to suit the prerequisites of the engineer. This article presents an experimental investigation of steel fiber reinforced concrete beams externally strengthened with glass fiber reinforced polymer (GFRP) laminates to study their static flexural behavior and failure modes. The experimental program consisted of six concrete beams strengthened with GFRP laminates, and one concrete beam was left unstrengthened to serve as the control beam. The beams were designed for under-reinforced conditions and cast with different fiber volume fractions ( V f ) and GFRP laminate thickness ( t f ). The beams were tested under monotonic loading until failure. The experimental results showed that the strengthened beams exhibit significantly improved performance compared with the control beams in terms of strength, deformation, ductility, and crack resistance under monotonic loads. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aConcrete. =700 1\$aPremalatha, P. V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170714.htm =LDR 03215nab a2200409 i 4500 =001 JTE20170752 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170752$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170752$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aDalhat, M. A.,$eauthor. =245 10$aTemperature Wave Fatigue Damage and Dissipated Energy Approach to Flow Number Estimation of Asphalt Concrete /$cM. A. Dalhat, H. I. Al-Abdul Wahhab. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe effect of sinusoidal temperature on the fatigue life of asphalt concrete (AC) under continuous loading was investigated. The traditional failure criteria of 50 % loss in stiffness, stiffness ratio, and dissipated energy ratio were employed to analyze the AC fatigue test results. Dissipated energy approach and dissipated energy ratio were also extended to estimate the flow number (FN) of AC. The varying temperature induces a continuously changing temperature gradient across the AC beam. This, in turn, triggers the formation of continuously alternating weaker and harder outer layer relative to the beam core, thus creating a stiffness undulation. The combined effect of the load and temperature cycles resulted in a stiffness diminishing trend similar to that of damped harmonic vibration energy. The bottom of the beam is subjected to additional tensile strain/stress for a negative temperature gradient, while the top of the AC beam is subjected to additional compressive strain/stress for a positive temperature gradient. The temperature amplitude and period have a significant influence on the diminishing trend of the stiffness. Results from all the fatigue life estimation and prediction methods employed showed that the fatigue life of AC under variable temperature is shorter than that under constant temperature. However, the effect of the variable temperature is felt much more at lower strain loading. Nonrecovered strain energy method was successfully employed to estimate the AC FN. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aAsphalt concrete. =700 1\$aAl-Abdul Wahhab, H. I.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170752.htm =LDR 02719nab a2200409 i 4500 =001 JTE20180030 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180030$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180030$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK454.4.M3 =082 04$a620.11297$223 =100 1\$aPatel, Dipal M.,$eauthor. =245 10$aTesting and Evaluation of Linear Shear Mode Magnetorheological (MR) Damper Based on Rheological Properties of MR Fluid /$cDipal M. Patel, Ramesh V. Upadhyay. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aMagnetorheological (MR) fluid exhibits variable yield stress and viscosity with the magnetic field, which is why it is classified under smart materials. Because of its controllable properties, MR fluid has many applications. The most common application of MR fluid is MR fluid damper. According to the flow of MR fluid, three types of dampers are possible; flow mode, squeeze mode, and shear mode. In this article, rheological properties of MR fluid, which has a high Bingham number (ratio of MR force on-state to off-state), are synthesized and the MR properties are studied. Based on these properties, a linear shear mode MR damper is designed and evaluated for its performance. A unique model is adopted to evaluate the performance of MR damper. In this model, the dimensionless Mason number is applied to establish the relation between test data of damper and rheological properties of MR fluid. This is verified for two different volume fractions of magnetic particles in MR fluid. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aMagnetorheological fluids. =700 1\$aUpadhyay, Ramesh V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180030.htm =LDR 02838nab a2200445 i 4500 =001 JTE20180306 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180306$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180306$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP156.E6 =082 04$a541.34514$223 =100 1\$aSudalaimuthu, Ganesan,$eauthor. =245 10$aTesting and Evaluation of Performance and Emissions Characteristics of Water- Biodiesel Aspirated Research Engine /$cGanesan Sudalaimuthu, Sivasubramanian Rathinam, Dinesh Babu Munuswamy, Arunkumar Thirugnanasambandam, Yuvarajan Devarajan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis work aims to investigate the effect of the addition of water to corn oil biodiesel (BD) (COBD) in a diesel engine to view its effect on performance and emission characteristics. Two fuel samples were prepared using a novel surfactant Span 80 (MilliporeSigma, Burlington, MA), with different concentrations (94 % corn oil+4 % water+2 % Span 80 (COBDE1) and 90 % corn oil+8 % water+2 % Span 80 (COBDE2)). Experimental results showed that the water samples of COBD had higher brake thermal efficiency and lower brake-specific fuel consumption than that of neat COBD at all engine brake power. In addition, smoke and nitrogen oxide emissions are reduced by 4-11 % and 6-10 % using corn oil-water samples compared to neat COBD. Furthermore, the introduction of COBD-water emulsions in a diesel engine reduces the unburned hydrocarbon and carbon monoxide emissions considerably. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aEmulsions. =700 1\$aRathinam, Sivasubramanian,$eauthor. =700 1\$aMunuswamy, Dinesh Babu,$eauthor. =700 1\$aThirugnanasambandam, Arunkumar,$eauthor. =700 1\$aDevarajan, Yuvarajan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180306.htm =LDR 03285nab a2200409 i 4500 =001 JTE20180106 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180106$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180106$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP680 =082 04$a665.3$223 =100 1\$aGugulothu, Srinu,$eauthor. =245 10$aTesting and Performance Evaluation of Vegetable-Oil-Based Hybrid Nano Cutting Fluids /$cSrinu Gugulothu, Vamsi Krishna Pasam. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe purpose of synthesizing hybrid nano cutting fluid is to improve the thermal conductivity and effective heat transfer coefficient of nanofluid containing single nanoparticles. This may be useful for making machining more efficient. In the present work, different vegetable-oilbased hybrid nano cutting fluids are formulated by dispersing carbon nanotubes/boric acid and carbon nanotubes/molybdenum disulfide (CNT/MoS 2 ) nanoparticles in sesame, neem, and mahua oils at 1 % weight, with surfactants in hybrid ratios of 1:1, 1:2, and 2:1, respectively. Three different surfactants, sodium dodecyl sulfate (SDS), TritonX100, and Tween80, are used in the preparation of the different hybrid nano cutting fluids. Samples are prepared based on Taguchi�s L 9 orthogonal array to identify the optimum combination of elements for better stability. The stability of the formulated fluids is evaluated through a sedimentation test and zeta potential test. Density and kinematic viscosity are measured for the prepared hybrid nano cutting fluid samples. Sesame-oil based hybrid nano cutting fluid with CNT/MoS 2 hybrid nanoparticles with 1:2 hybrid ratio at 15 % concentration of SDS surfactant by weight of nanoparticles has shown to have better stability. Machining is performed using stable hybrid nano cutting fluid in a minimum quantity lubrication during turning of AISI 1040 steel with uncoated carbide tools. Machining performance is improved with hybrid nano cutting fluid in terms of cutting force, temperature, surface roughness, and tool flank wear compared to dry and conventional cutting fluid. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aVegetable oils. =700 1\$aPasam, Vamsi Krishna,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180106.htm =LDR 03256nab a2200457 i 4500 =001 JTE20170702 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170702$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170702$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA706 =082 04$a624.15132$223 =100 1\$aYing, Peng,$eauthor. =245 10$aTesting Method of Rock Dynamic Fracture Toughness Using Large Single Cleavage Semicircle Compression Specimens /$cPeng Ying, Zheming Zhu, Lei Zhou, Yong Fan, Yuqing Dong, Meng Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aDynamic fracture toughness is an important material parameter that can be applied in the prediction of a cracked structure's stability under dynamic loads. Large single cleavage semicircle compression specimens were used to evaluate rock dynamic fracture toughness by a drop weight impact test system. Crack propagation gauges, which consist of a group of fine wires, were glued along a crack propagation path to measure crack propagation speed and propagation time. The finite difference code Autodyn (ANSYS, Canonsburg, PA) was used to simulate the crack propagation path and to analyze the crack propagation mechanism. A group of gauge points were set up along the propagation path, and the stresses at these points were calculated and analyzed. The dynamic stress intensity factors were calculated by numerical models using the finite element code ABAQUS (Dassault Systmes, Vlizy-Villacoublay, France). Finally, the dynamic fracture toughness, including initiation toughness and propagation toughness, was determined according to crack propagation speed and propagation time. The results show that crack propagation speed varies during dynamic propagation under impact loads, and the propagation toughness is inversely proportional to the crack propagation speed. In addition, the phenomena of cracks temporarily arresting could be observed during crack dynamic propagations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aRocks$xTesting. =700 1\$aZhu, Zheming,$eauthor. =700 1\$aZhou, Lei,$eauthor. =700 1\$aFan, Yong,$eauthor. =700 1\$aDong, Yuqing,$eauthor. =700 1\$aWang, Meng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170702.htm =LDR 02963nab a2200433 i 4500 =001 JTE20180010 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180010$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180010$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC705 =082 04$a537.52$223 =100 1\$aTseng, Kuo-Hsiung,$eauthor. =245 14$aThe Design of Successful Arcing Rate Measuring Unit for Preparing Nano-Silver Colloid by Electrical Discharge Machine /$cKuo-Hsiung Tseng, Chin-Liang Hsieh, Meng-Yun Chung, Chang-Ji Wu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study used the arc discharge generated by an electrical discharge machine to melt metal silver into nano-sized particles. The manufacturing process was free from chemical agents, while only deionized water was used as the dielectric fluid. The process parameters and discharge pulse width were set to prepare silver nanoparticles suspended in the dielectric fluid, and the process was simple and rapid. However, the process parameters were closely related to success in the discharge. Among them, the discharge pulse width had the most significant effect. Therefore, this study developed a successful arcing rate measuring unit and discussed the effect of different process parameters on the success rate of preparing nano-silver colloid. Silver with a purity of 99.9 % was selected as the main research subject. The results showed that under the same process parameters, the arcing rate is not an exact value but a range value, and the 30 ?s-30 ?s discharge pulse width is identical as the optimum process parameter. When preparing the nano-silver colloid, the higher the processing efficiency, the shorter the diameter of the particle. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aElectric arc. =700 1\$aHsieh, Chin-Liang,$eauthor. =700 1\$aChung, Meng-Yun,$eauthor. =700 1\$aWu, Chang-Ji,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180010.htm =LDR 03063nab a2200433 i 4500 =001 JTE20180007 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180007$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180007$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS228.9 =082 04$a671.52$223 =100 1\$aSonmez, Fikret,$eauthor. =245 14$aThe Effect of Aging and Burnishing Treatment on Parts Joined by Friction Stir Welding /$cFikret Sonmez, Hudayim Basak, Ahmet Gural, Ahmet Taskesen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this study, the AA7075 aluminum alloy plates were joined by a friction stir welding (FSW) method. Then, the effects of aging and burnishing treatments on the mechanical and microstructural properties of the joints were examined. First, the Al-7075 parts were joined with this method, and then only burnishing, only aging, and aging-plus-burnishing treatments were applied to the FSW specimens. The tensile and bending strengths were examined for all test specimens. Moreover, microhardness measurements and microstructural analyses were performed after all processes. It was seen that the aging and burnishing processes each had an improving effect on the mechanical properties of the stir-welded zone. The results also showed that the combined application of these two methods (aging plus burnishing) had an adverse effect on the parts joined with FSW. Furthermore, according to X-ray diffraction analyses, precipitates, such as magnesium silicide (Mg 2 Si), magnesium-aluminum-copper, and copper dialuminide (Al 2 Cu) as well as aluminum oxide formations, were observed at the weld region. Among these precipitates, while bending strength improved because of the Mg 2 Si formation, formation of Al 2 Cu precipitates adversely affected both tensile and bending strengths. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aFriction stir welding. =700 1\$aBasak, Hudayim,$eauthor. =700 1\$aGural, Ahmet,$eauthor. =700 1\$aTaskesen, Ahmet,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180007.htm =LDR 03295nab a2200433 i 4500 =001 JTE20180238 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180238$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180238$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7871.92 =082 04$a621.384/12$223 =100 1\$aKemp, Shelley,$eauthor. =245 10$aThermal Resistance of Air-Filled Mattresses: Measurement Repeatability and the Effect of Selected Test Parameters /$cShelley Kemp, Xiaoan Shen, Rene Rossi, Martin Camenzind. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThere is no standardized test method specifically for determining the thermal resistance (R-value) of air-filled mattresses. Unacceptable inter- and intra-laboratory variations in round-robin testing have been attributed to differences in the test apparatus and test parameters used. To identify relevant sources of variation, the repeatability of the guarded hotplate apparatus (in a double plate configuration) was first characterized, and then the effect of modifying selected test parameters on mattress thickness and thermal resistance was investigated. Two mattress types, in two different sizes, were examined: one contained air only while the other contained air plus a nonwoven polyester fill. It was found that repeatable outcomes could be attained when using the guarded hotplate apparatus (95 % repeatability limit of less than 0.08 m 2 K/W for all mattresses tested). The modification of test parameters had significant effects on mattress thickness or R-value, or both. External pressure, the temperature difference across the specimen, supplementary insulation, mattress size, and environmental conditions affected both the thickness and R-value of the test mattresses. Inflation pressure, over the range tested, did not have a significant effect on the R-value but did influence mattress thickness. This work highlights the need for the standardization of the test apparatus and test parameters and will aid in the development of a standardized test method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aTemperature measurements. =700 1\$aShen, Xiaoan,$eauthor. =700 1\$aRossi, Rene,$eauthor. =700 1\$aCamenzind, Martin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180238.htm =LDR 03202nab a2200445 i 4500 =001 JTE20170125 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170125$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170125$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.78 =082 04$a620.191$223 =100 1\$aTerzi, Niyazi U.,$eauthor. =245 10$aTire Encasement and Granular Column Stability /$cNiyazi U. Terzi, Can Erenson, Ferruh Yilmazturk, M. Emin Kara, M. U. Ozsoy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aGranular columns derive their load capacity from the confinement offered by the surrounding soil. However, lateral support can be problematic in extremely soft soil. Granular columns, when embedded in very soft clay, may bulge because of a lack of confinement offered by the surrounding soil. To avoid these problems, additional confinement can be provided by using geogrid or geosynthetic encasement. This study investigates a method of encasement construction with the aim of using waste tires to build columns. Without any recycling pretreatment, waste tires were used as material for stone encasement. Tires were stacked vertically to form a column frame structure and were bonded together using infinite screws and tightened with bolts. The diameter of the stone columns was that of a nominal car tire in all tests. A similar geosynthetically encased stone column with identical geometrical properties was also tested. Load tests were performed on both geotextile and tire-encased columns in a clay bed medium under incremental surcharge loads. To measure the bucking deformations of the column section using photogrammetric methods, unconfined loading tests were conducted under the same loading conditions. Results obtained from small-scale laboratory tests show that tire encasement makes the stone columns stiffer and stronger than traditional geotextile-encased stone columns. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aGranular materials$xTesting. =700 1\$aErenson, Can,$eauthor. =700 1\$aYilmazturk, Ferruh,$eauthor. =700 1\$aKara, M. Emin,$eauthor. =700 1\$aOzsoy, M. U.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170125.htm =LDR 03552nab a2200421 i 4500 =001 JTE20180271 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180271$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180271$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA645 =082 04$a624.171$223 =100 1\$aMohammed, A.,$eauthor. =245 10$aVipulanandan Constitutive Models to Predict the Rheological Properties and Stress-Strain Behavior of Cement Grouts Modified with Metakaolin /$cA. Mohammed, A. Salih, H. Raof. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this study, the effects of metakaolin clay (MK) on the rheological properties, setting time, compressive strength, and toughness of cement grouts with water-cement ratios (w/c) of 0.6 and 1.0 were investigated. Based on the information in the literature, the amount of MK used in various mix designs varied up to 10 % by the weight of cement. The compressive stress-strain behavior of cement grout modified with MK was investigated up to 90 days of curing. The addition of 10 % of MK increased the apparent viscosity of the cement grout from 20 cP to 62 cP and from 13 cP to 44 cP with w/c ratios of 0.6 and 1, respectively. Setting time of cement grout mixes with a w/c ratio of 1.0 had longer initial and final setting times than the grout mixes with a w/c ratio of 0.6. The addition of 10 % MK increased the compressive strength of the cement grouts with w/c ratios of 0.6 and 1 from 8 MPa (1,175 psi) to 30.1 MPa (4,366 psi) and from 2.4 MPa (348 psi) to 17.8 MPa (2,582 psi) after 90 days of curing, respectively. The addition of 10 % MK increased the toughness of the cement grouts with w/c ratios of 0.6 and 1 from 1.42 J m -3 to 2.27 J.m -3 and from 0.94 J.m -3 to 1.38 J.m -3 after 90 days of curing, respectively. The Vipulanandan p - q model was used to predict the changes in stress-stain behavior with curing time. The Vipulanandan rheological model also has a limit on the shear stress were as the other model did not have a limit. Based on the Vipulanandan rheological model, the maximum shear stresses produced by the portland cement grouts with w/c ratios of 0.6 and 1 with 0 MK were 58 Pa and 33 Pa, respectively. The addition of 10 % MK to the Portland cement (PC) grouts increased the maximum shear stresses by 155 % and 136 % for w/c ratios of 0.6 and 1, respectively. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aStrains and stresses. =700 1\$aSalih, A.,$eauthor. =700 1\$aRaof, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180271.htm =LDR 03019nab a2200445 i 4500 =001 JTE20180472 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180472$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180472$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aSB945.M78 =082 04$a674.5$223 =100 1\$aVerrill, Steve P.,$eauthor. =245 10$aVisual and MSR Grades of Lumber Are Not 2-parameter Weibulls and Why This May Matter /$cSteve P. Verrill, Frank C. Owens, David E. Kretschmann, Rubin Shmulsky, Linda S. Brown. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIt has been common practice to assume that a 2-parameter Weibull probability distribution is suitable for modeling lumber strength properties. Previous work has demonstrated theoretically and empirically that the modulus of rupture (MOR) distribution of a visual grade of lumber or of lumber that has been binned by modulus of elasticity (MOE) is not a 2-parameter Weibull. Instead, the tails of the MOR distribution are thinned via pseudo-truncation. Simulations have established that fitting 2-parameter Weibulls to pseudo-truncated data via either full or censored data methods can yield poor estimates of probabilities of failure. In this article, we support the simulation results by analyzing large In-Grade type data sets and establishing that 2-parameter Weibull fits yield inflated estimates of the probability of lumber failure when specimens are subjected to loads near allowable properties. In this article, we also discuss the censored data or tail fitting methods permitted under ASTM D5457, Standard Specification for Computing Reference Resistance of Wood-Based Materials and Structural Connections for Load and Resistance Factor Design. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aLumber$xGrading. =700 1\$aOwens, Frank C.,$eauthor. =700 1\$aKretschmann, David E.,$eauthor. =700 1\$aShmulsky, Rubin,$eauthor. =700 1\$aBrown, Linda S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180472.htm =LDR 03329nab a2200409 i 4500 =001 JTE20180038 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180038$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180038$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHC79.P6 =082 04$a339.46$223 =100 1\$aKaya, Ihsan,$eauthor. =245 12$aA Literature Review on Fuzzy Process Capability Analysis /$cIhsan Kaya, Murat Colak. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (23 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aProcess capability analysis (PCA) that can be defined as the ability of any process to satisfy customer demands expressed via specification limits (SLs) is effectively utilized as an important function of statistical process control in order to examine process variability. PCA provides information about conforming and nonconforming production rates that indicate the amount of products that fall inside and outside of SLs, respectively. It is possible to classify processes as capable and incapable according to values of process capability indexes (PCIs). Therefore, PCA has a wide usage and critical effects on the manufacturing process. The fuzzy set theory can be successfully utilized in order to cope with vagueness and to add more flexibility and sensitiveness into traditional PCIs. For this aim, upper and lower specification limits can be expressed by means of linguistic variables. Fuzzy process capability indexes (FPCIs) can be produced by using fuzzy mean and fuzzy variance. There are many studies that utilized FPCIs for PCA in the literature. This study seeks to present a comprehensive literature review for publications related to FPCIs. These studies have been analyzed according to some features of them, such as year, document type, journal name, and country. Also, classifications including FPCI, application area, fuzzy parameters, and type of fuzzy sets have been presented in this study. Additionally, some statistical analyses have been conducted. As a result, we desired to provide a roadmap for researchers in this field and to present recent advances regarding FPCIs. The main aim of this article is to show possible future research areas on fuzzy PCA. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aFuzzy sets$xData processing. =700 1\$aColak, Murat,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180038.htm =LDR 03727nab a2200397 i 4500 =001 JTE20180256 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180256$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180256$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.A6 =082 04$a620.1866$223 =100 1\$aBrandtner-Hafner, Martin H.,$eauthor. =245 10$aFracture Mechanical Characterization of Adhesively Bonded Wood-Ceramic Interfaces for Mode I Loading /$cMartin H. Brandtner-Hafner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study introduces a novel approach for investigating the fracture behavior and technical quality of adhesively bonded wood-ceramic interfaces for Mode I loading. For that, a special test arrangement originally used for quasi-brittle materials was applied. The key benefit of this innovative concept is the ability to describe postcracking behavior that is due to stable and steady recording of load-displacement diagrams. This is a big benefit over common practice techniques from both a mechanical and fracture mechanical point of view. The reason for this is that the quasi-brittle material's nature of unstable cracking comes into place when the test setup is not stiff enough. Another reason to apply fracture mechanics over continuum mechanics is the ability to identify quantitative parameters that describe the softening process in terms of fracture energy. This is a great benefit over stress-based concepts, such as the stress intensity approach (K-concept), which is not appropriate for adhesively bonded multimaterial interfaces. To demonstrate this new approach, bonded wood-ceramic composites were investigated using four different industrial adhesives from Sika AG (Baar, Switzerland) and Murexin (Wiener Neustadt, Austria). The findings indicated interesting relationships between adhesive bonding strength and crack growth resistance when it comes to changing the material of one bonding partner from wood to ceramic. Polyurethane-based adhesives especially show the highest potential of bonding power and fracture resistance when Mode I loading is applied. Furthermore, acrylate-based adhesives are capable of high improvement gains of both mechanical and fracture mechanical parameters when adhesively bonded wood-ceramic interfaces are investigated. This is a remarkable effect and should be part of future investigations by also incorporating the economical aspects of adhesive selection in terms of benchmarking. Finally, these findings could be used for optimizing the mechanical and chemical properties of hybrid adhesives in the future. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aFracture mechanics. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180256.htm =LDR 03477nab a2200409 i 4500 =001 JTE20170722 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170722$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170722$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aChen, Xuan,$eauthor. =245 10$aSimple Indexes to Identify Fatigue Performance of Asphalt Concrete /$cXuan Chen, Mansour Solaimanian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aUsing indexes based on engineering properties is among the ways to evaluate the quality of an asphalt concrete mix in terms of its resistance to fatigue cracking. These indexes typically are developed based on measuring asphalt concrete or asphalt binder properties in a laboratory test. Among such tests, the semicircular bend (SCB) test has shown potential as a promising test to determine fatigue resistance of asphalt mixtures. In the work presented, this test was explored extensively to determine proper fatigue performance identifiers from the test. Numerous tests were conducted to determine the effect of asphalt mix composition on the SCB fatigue test results. A major index considered from this test for evaluation is the flexibility index (FI), which is defined as the ratio of fracture energy and the post peak slope at inflection point derived from a typical load-deformation or stress-strain monotonic test. This index has been proposed based on extensive research at the University of Illinois. In the work presented in this study, tests were conducted on both short- and long-term aged asphalt mixes to evaluate FI and its reliability as a fatigue resistance indicator. The mix components considered as test variables included binder content, air void, and binder stiffness. The results showed a significant reduction in FI fatigue resistance after long term aging. Reduced FI is believed to associate with reduced fatigue life. The sensitivity of FI and other engineering properties to mix parameters were investigated in this research. It was found that FI could not be used alone and as a sole indicator of fatigue performance. It was determined that two indexes are needed for this purpose the first presents the mix toughness and ductility, and the second is a strength- or stiffness-based index. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aAsphalt concrete. =700 1\$aSolaimanian, Mansour,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170722.htm =LDR 02847nab a2200409 i 4500 =001 JTE20170603 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170603$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170603$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA760 =082 04$a624.151363$223 =100 1\$aCui, Wei,$eauthor. =245 10$aCentrifuge Modeling of Geogrid-Reinforced and Rammed Soil-Cement Column-Supported Embankment on Soft Soil /$cWei Cui, Ming Xiao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aRammed soil-cement column (RSCC) is a relatively new technology for soft ground improvement. Its properties and construction are different from traditional soil-cement column. The reinforcement mechanism and the effectiveness of RSCC, especially combined with geogrid reinforcement at the bottom of an embankment, are not well understood. In this study, four centrifuge model tests were conducted to investigate the behavior and reinforcement mechanism of geogrid-reinforced, rammed soil-cement column-supported embankments. Displacements, stress concentration ratios, and failure modes of such embankments were obtained in the tests. The test results indicate that RSCC can effectively reduce total and differential settlements and increase global and local stability of embankment on soft ground. Geogrid can reduce the lateral displacement of embankment and facilitate load transfer from the soil to the columns; this reduces the potential of soil yielding and improves the stability of the embankment. Without RSCCs, sliding failure can occur in embankment with or without geogrid reinforcement beneath the embankment. The shear sliding can be circular or noncircular. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aReinforced soils. =700 1\$aXiao, Ming,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170603.htm =LDR 02867nab a2200445 i 4500 =001 JTE20180680 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180680$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180680$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA473 =082 04$a701$223 =100 1\$aZhu, Lin,$eauthor. =245 10$aCharacterization of Creep Degradation of Modified 9Cr-1Mo Steel Using Magnetic Measurement /$cLin Zhu, Xinbao Liu, Ping Fan, Changlin Yang, Jianqiu Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aMicrostructure evolution during the creep of a modified 9Cr-1Mo heat-resistant steel was characterized by a nondestructive method of magnetic hysteresis loop (MHL) technique at 893 K (620Degree C). Two parameters of coercivity and remanence were introduced to evaluate the magnetic properties of interrupted crept specimens. Experimental results suggested that both the parameters were significantly sensitive to the microstructures, such as dislocations, precipitates, and microcracks. During the primary and secondary creep stage, the coercivity and remanence increased with creep time, which was mainly attributed to the increase in pinned dislocations and number density of precipitates. However, because of the coarsening of M 23 C 6 carbides and presence of a demagnetizing field induced by the nonmagnetic precipitates and microcracks, the coercivity and remanence decreased during the tertiary creep stage. It suggested that the MHL technique has great potential to evaluate the microstructure evolution during creep degradation of heat-resistant steels. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aSteel$xCreep. =700 1\$aLiu, Xinbao,$eauthor. =700 1\$aFan, Ping,$eauthor. =700 1\$aYang, Changlin,$eauthor. =700 1\$aLiu, Jianqiu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180680.htm =LDR 02902nab a2200433 i 4500 =001 JTE20180712 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180712$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180712$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA654 =082 04$a621.8$223 =100 1\$aJia, Hailei,$eauthor. =245 10$aDamage Identification in Cantilever Beams Based on High-Order Frequency Response Function with Improved Sensitivity /$cHailei Jia, Zijian Wang, Maosen Cao, Jun Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe damage indexes based on the modal frequency (DMF) have been widely used to identify damage and thus to warn about structural failure in advance. However, since the change of the DMF caused by damage is generally too small to be differentiated from environmental interference, the DMF cannot produce robust damage identification for in situ measurement. To improve the robustness of the DMF, a damage index, namely the difference of the frequency response function (DFRF), is developed in this article. Both numerical simulation and experiments are conducted to identify perpendicular notches in cantilever beams. Both the changes of the DMF and DFRF with respect to the notch depth are analyzed to investigate their sensitivities. Since the DFRF can sufficiently use the damage-related information reflected by all the frequencies rather than by modal frequencies only, the DFRF can produce obvious changes with respect to slight notch growth. Therefore, the change of the DFRF is hard to drown out with environmental interference and can robustly characterize damage for in situ measurement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aStructural dynamics$xMathematical models. =700 1\$aWang, Zijian,$eauthor. =700 1\$aCao, Maosen,$eauthor. =700 1\$aLi, Jun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180712.htm =LDR 03895nab a2200445 i 4500 =001 JTE20180320 =003 IN-ChSCO =005 20201014061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 201014s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180320$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180320$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS593 =082 04$a631.4$223 =100 1\$aGadi, Vinay Kumar,$eauthor. =245 10$aUnderstanding Soil Surface Water Content Using Light Reflection Theory: A Novel Color Analysis Technique Considering Variability in Light Intensity /$cVinay Kumar Gadi, Ankit Garg, Indu Priya Manogaran, Sreedeep Sekharan, Hong-Hu Zhu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAccurate measurement of soil surface water content is vital for analyzing evaporation, partition of solar radiation, infiltration, and runoff. Color analysis of soil has already been found to be a nonintrusive, economical, and feasible approach for the measurement of surface water content. However, color contrast within the soil domain was rarely considered in color analysis approaches demonstrated by previous researchers. This color contrast occurs because of the spatial heterogeneity of light intensity in the soil domain. This study aims to demonstrate and validate a new color analysis technique for overcoming the shortcomings of previous approaches. Six series of tests were conducted to analyze the color of red soil at various surface water contents. In addition, six measured dry densities on the compaction curve were selected for validation of the proposed color analysis technique. Soil has been compacted by hand to the desired state of compaction in a small mold. Images of soil samples were captured using a commercially available camera model (NIKON COOLPIX L29, Nikon, Tokyo, Japan). The brightness variation of soil samples was quantified using the change in mean gray value of the images. A white paper was placed below the mold to consider color contrast within the soil samples. Mean gray values of all test samples were obtained using a public domain image processing program called ImageJ. Color contrast within the soil samples was equalized with respect to reference locations considered on the white paper. Mean gray value was found to decrease with the increase in surface water content. Decrement in mean gray value was found to be more significant (i.e., 14-27 %) in saturation and desaturation zones of soil water characteristic curves (SWCCs) as compared to that in the residual zone (i.e., 3-9 %) with a 3-4 % increase in surface water content. A correlation between mean gray value and surface water content was established for the red soil. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed October 14, 2020. =650 \0$aSoils$xAnalysis. =700 1\$aGarg, Ankit,$eauthor. =700 1\$aManogaran, Indu Priya,$eauthor. =700 1\$aSekharan, Sreedeep,$eauthor. =700 1\$aZhu, Hong-Hu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 48, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2020$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180320.htm =LDR 03569nab a2200469 i 4500 =001 JTE20190797 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190797$2doi =037 \\$aJTE20190797$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA643 =082 04$a624.1/7/0724$223 =100 1\$aLin, Yuanzheng,$eauthor. =245 10$aA New Hybrid Input Strategy to Reproduce Across-Fault Ground Motions on Multi-Shaking Tables /$cYuanzheng Lin, Yiqian Chen, Zhouhong Zong, Jin Lin, Guangwu Tang, Xiaohui He. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (22 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aExtended engineering structures such as bridges, tunnels, and pipelines are vulnerable to surface fault ruptures, and thus large-scale tests using multi-shaking tables are necessary to investigate the structural performance in this special scenario. Because of the properties of the conventional displacement-controlled shaking table system with proportional-integral-derivative controllers, acceleration and displacement input strategies have respective drawbacks when used to reproduce across-fault ground motions. This study presents a new hybrid input strategy to reproduce across-fault ground motions on multi-shaking tables, which overcomes the limitations of traditional acceleration or displacement input. In particular, the new input strategy aims to match both low-frequency displacements and high-frequency accelerations. The proposed hybrid input strategy was validated by the previously performed shaking table tests of a steel-concrete composite rigid-frame bridge under the across-fault ground motions. For comparison, conventional acceleration and displacement input strategies were also used in the tests to excite the bridge model. Test results including the reproduced ground motions and the structural responses obtained by the three input strategies are presented and compared. The test results indicate that the proposed hybrid input strategy can reproduce across-fault ground motions with improved fidelity on conventional multi-shaking tables. This study can provide useful references for the shaking table tests of bridge, tunnel and pipeline structures with the consideration of crossing fault-rupture zones. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aStructural analysis (Engineering) =650 \0$aEarthquake simulators. =700 1\$aChen, Yiqian,$eauthor. =700 1\$aZong, Zhouhong,$eauthor. =700 1\$aLin, Jin,$eauthor. =700 1\$aTang, Guangwu,$eauthor. =700 1\$aHe, Xiaohui,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190797.htm =LDR 02880nab a2200445 i 4500 =001 JTE20180749 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180749$2doi =037 \\$aJTE20180749$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.78 =082 04$a620.43$223 =100 1\$aZhao, Cheng,$eauthor. =245 10$aA Three-Dimensional Evaluation of Interface Shear Behavior between Granular Material and Rough Surface /$cCheng Zhao, Rui Zhang, Chunfeng Zhao, Wendong Wang, Youbao Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAs one of the constitutive features of the interface, the surface geometry has a significant influence on the shear behavior. To investigate the influence of surface roughness on a granular material/structure interface, both the direct shear test under constant normal stress and simple numerical modeling were carried out. Sand with colored pillars were used to provide a three-dimensional observation method to record the thickness variation and spatial distribution of shear zone. The results indicate that the spatial distribution of the shear zone is not uniform, showing a tendency toward a thick center and thin ends in the shear direction; the thickness of the shear zone is between 8-14 times the average particle size. With the support of numerical modeling, it can be concluded that the development mechanism of the shear zone changes as the interface roughness increases. The mosaic effect dominates the shear deformation when the normalized roughness parameter (Rn) is 1.25, whereas it is the compact effect for much larger Rn . =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aGranular materials. =700 1\$aZhang, Rui,$eauthor. =700 1\$aZhao, Chunfeng,$eauthor. =700 1\$aWang, Wendong,$eauthor. =700 1\$aWang, Youbao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180749.htm =LDR 02854nab a2200433 i 4500 =001 JTE20180642 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180642$2doi =037 \\$aJTE20180642$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA683 =082 04$a621.8672$223 =100 1\$aRoghanian, Negar,$eauthor. =245 10$aAn Innovative Approach to Simulate Biocorrosion in Concrete Pipes /$cNegar Roghanian, Nemkumar Banthia. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aConcrete corrosion in wastewater concrete pipes is mainly caused by the diffusion of aggressive solutions and in situ production of sulfuric acid by sulfur oxidizing microorganisms, which affect the physicochemical properties of concrete. In this study, a novel pilot-scale experimental setup was designed to replicate conditions in sewage systems as well as the bacterial-induced corrosion process in concrete pipes. The reliability of this test was evaluated by conducting a flexural strength test on arch-shaped cement mortar specimens over a 6-month period. Quantitative assessments of the properties were carried out over the 6-month period, and the average corrosion rate of 3 mm/y with 73 % reduction in bending strength (of the initial strength) and an average weight loss of 15 % was observed in cement-based mortar specimens. The proposed methodology and the results provide a better understanding of the biocorrosion process and quantitative information on the performance and effectiveness of different pipe/coating materials, which is necessary in evaluating concrete pipe's durability. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aPipelines$xDesign and construction. =650 \0$aConcrete construction. =650 \0$aStructural dynamics. =700 1\$aBanthia, Nemkumar,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180642.htm =LDR 03530nab a2200421 i 4500 =001 JTE20190948 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190948$2doi =037 \\$aJTE20190948$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS835 =082 04$a674$223 =100 1\$aKenned, Jack J.,$eauthor. =245 10$aAnatomical, Mechanical and Fractographic Characterization of Needle Punched Musa sapientum Cellulosic Fiber/UPE Composites /$cJack J. Kenned, K. Sankaranarayanasamy, C. Suresh Kumar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study focuses on the evolution of a new biodegradable material sourced from agro-waste, and how it plays a vital role in replacing nonbiodegradable material. In the present work, new fibers were extracted from the pseudo stem of the Nendran variety of the banana plant. Initially, anatomical studies were carried out on raw fibers to investigate cellulosic and noncellulosic structures to prove its reinforcement potentiality. Later the cellulosic fibers were needle punched and reinforced with unsaturated polyester matrix (UPE) to fabricate a needle-punched banana fiber composite (NPBFC) Subsequently, 30 mm of chopped banana fiber and chopped glass fiber was reinforced randomly with the UPE to fabricate random banana fiber composites (RBFCs) and random glass fiber composites (RGFCs), respectively. Tensile, flexural, hardness, and impact tests were conducted on different fiber wt.% of NPBFC, RBFC, and RGFC to compute the mechanical properties. The results revealed superior mechanical properties at 40 wt.% fiber content. However, beyond 40 wt.% (i.e., 50 wt.%), abrupt failure due to inferior interfacial bonding between the composite constituents was noted. Furthermore, the increases in tensile, flexural, hardness, and impact strength of optimized NPBFC were 26.17, 24.73, 53.41, and 19.54 %, respectively, which are more supercilious than RBFC and comparable with RGFC. Moreover, the thermal stability of optimized NPBFC was evidenced up to 260°C. Finally, field emission scanning electron microscopy observation inferred that the interfacial bonding failure in NPBFC is less significant than the RBFC and RGFC. This study concludes that the synthesized NPBFC can be used for the application of lightweight structural components. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aCellulose fibers. =700 1\$aSankaranarayanasamy, K.,$eauthor. =700 1\$aSuresh Kumar, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190948.htm =LDR 03168nab a2200433 i 4500 =001 JTE20170672 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170672$2doi =037 \\$aJTE20170672$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85 $223 =100 1\$aAsifur Rahman, A. S. M.,$eauthor. =245 10$aAssessment and Modeling of Aging Effect on Asphalt Material Dynamic-Mechanical Properties /$cA. S. M. Asifur Rahman, Hasan M. Faisal, Rafiqul A. Tarefder. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (25 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this study, the effects of progressive aging on the dynamic-mechanical characteristics of asphalt and asphalt concrete were assessed and evaluated. Field-collected asphalt-aggregate mixture was used to prepare asphalt concrete test specimens. These specimens were then subjected to five aging levels and tested for dynamic-mechanical properties in the laboratory. Results showed that the dynamic-mechanical characteristics of asphalt concrete are significantly affected by progressive aging. In addition, aged asphalt binders that corresponded to the asphalt concrete samples aged at various aging levels were tested for complex shear modulus using a dynamic shear rheometer. A significant effect of progressive aging on the complex shear modulus and viscosity of the binder was observed. A detailed assessment showed that even though the mechanical behavior of asphalt binder significantly changes because of aging, the corresponding asphalt concrete sample does not necessarily show similar change in its behaviors. Finally, this study developed an approach to estimate the dynamic-mechanical characteristics of the aged asphaltic materials. Using this approach, it may be possible to predict the mechanical behaviors of aged asphalt concrete and binder. It is hoped that the developed approach can be useful for advanced modeling of asphalt pavements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aPavements, Asphalt concrete. =650 \0$aAsphalt concrete. =700 1\$aFaisal, Hasan M.,$eauthor. =700 1\$aTarefder, Rafiqul A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170672.htm =LDR 03222nab a2200433 i 4500 =001 JTE20190096 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190096$2doi =037 \\$aJTE20190096$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA459 =082 04$a669$223 =100 1\$aWoods, Terry O.,$eauthor. =245 10$aAssessment of Magnetically Induced Displacement Force and Torque on Metal Alloys Used in Medical Devices /$cTerry O. Woods, Jana G. Delfino, Sunder Rajan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aMillions of patients receive magnetic resonance imaging (MRI) scans each year, and thousands of healthcare professionals and other individuals also routinely enter the magnetic resonance (MR) environment. The electric and magnetic fields used by the MR system to create MR images produce hazards that must be considered to determine whether a medical device or other object may safely be used in or near an MR system. Magnetically induced deflection force and torque are two of the hazards that must be addressed to determine the MRI safety of any device or object that will be used in or near an MR system. This article presents magnetically induced force and torque test results for a variety of common medical implant alloys. For seven of the eleven tested alloys, magnetically induced force is less than the device weight in any current clinical 1.5, 3.0, and 7.0-T MR system. For the other alloys, the magnetically induced force is greater than the device weight in some MR systems. The torque test results for the tested alloys demonstrate that for static magnetic fields of 3.0 T or less, the magnetically induced torque will always be less than the worst case torque produced by gravity. These results may be leveraged in MRI safety assessments for medical devices and other objects composed of those alloys and conforming to the same ASTM specifications and may be used as part of the information needed to generate MR Conditional labeling for the devices. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aAlloys. =650 \0$aMetals. =700 1\$aDelfino, Jana G.,$eauthor. =700 1\$aRajan, Sunder,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190096.htm =LDR 03137nab a2200445 i 4500 =001 JTE20180701 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180701$2doi =037 \\$aJTE20180701$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P58 =082 04$a620.11805$223 =100 1\$aJac Fredo, A. R.,$eauthor. =245 10$aCharacterization of Global and Local Damages in Composite Images Using Geometrical and Fourier-Hu Moment-Based Shape Descriptors /$cA. R. Jac Fredo, R. S. Abilash, R. Femi, N. Sri Madhava Raja, C. Suresh Kumar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this work, damages in composite materials are characterized using geometrical and Fourier-Hu shape descriptors. Digital images are acquired from the front and rear sides of composite materials after 5-, 6-, and 7-mm indentations. An anisotropic diffusion filter is used to remove the noise and to smooth the digital images. The global and local damages in the composite materials are segmented using K-Means (KM) clustering. Geometrical features and Fourier-Hu-based moments are calculated from the extracted regions. The global and local damages due to different indentations are classified using random forest (RF) Results show that the KM is able to segment the global and local damages with cluster centers three and four, respectively. The Fourier-Hu moment suggested that the damage dimension is high in the rear side compared with the front side. The Hu moment performed better compared with using geometrical features to characterize the damages. RF with both geometrical and Fourier-Hu moments performed better than the individual features. The image-based analysis performed in this study concludes effective characterization of damages; this framework can be applied in the nondestructive evaluation of composite materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aComposite materials. =700 1\$aAbilash, R. S.,$eauthor. =700 1\$aFemi, R.,$eauthor. =700 1\$aSri Madhava Raja, N.,$eauthor. =700 1\$aSuresh Kumar, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180701.htm =LDR 02551nab a2200409 i 4500 =001 JTE20180786 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180786$2doi =037 \\$aJTE20180786$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH1715 =082 04$a693.83$223 =100 1\$aEyupoglu, Seyda,$eauthor. =245 10$aEffect of Meerschaum Stone Powder on Thermal and Acoustic Insulation Properties of Polyester Nonwoven /$cSeyda Eyupoglu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe aim of this study is to develop thermal and acoustic insulation materials using textiles. To achieve this aim, each polyester nonwoven fabric was coated with meerschaum stone powder at different rates (10, 20, 30, and 40 %) using a polyurethane-based material. After the coating process, the thermal conductivity and sound absorption coefficients of the samples were measured and then compared with regard to the amount of meerschaum stone powder. According to the results, meerschaum stone powder improved thermal conductivity and sound absorption coefficients of the samples. Furthermore, the results show that the properties of samples concerning acoustic and thermal insulation increase with the increasing concentration of meerschaum stone powder. As the materials obtained in this study are quite lightweight, thin, and cheap, they can be used as insulation materials in buildings. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aSoundproofing. =650 \0$aInsulation (Heat) =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180786.htm =LDR 03808nab a2200433 i 4500 =001 JTE20180738 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180738$2doi =037 \\$aJTE20180738$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE5.3.H5 =082 04$a625.8$223 =100 1\$aAlam, Md. Shahriar,$eauthor. =245 10$aEffects of Aging on Physicomechanical and Chemical Properties of Chemically Modified Binders /$cMd. Shahriar Alam, Zahid Hossain, Gaylon Baumgardner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAsphalt binders and their chemical compositions vary widely based on their crude sources. Chemical modifications are often implemented to attain certain rheological and chemical superiorities over neat (unmodified) binders. These modifications involve complex chemistries. The crude specific behavior of asphalt binders keeps pavement professionals from perceiving the underlying concept of binder modifications. This study was intended to predict the effects of aging on physicomechanical and chemical properties of chemically modified asphalt binders and thereby determine the dosages that would yield optimal benefits of chemical modifications. Asphalt binders from two crude sources (Canadian and Arabian) were primarily modified with Polyphosphoric Acid (PPA) A commonly used polymer, styrene butadiene styrene, was also investigated to compare the results of PPA-modified binders. These binders were analyzed using a column chromatography technique to observe any significant changes in chemical fractions (saturates, aromatics, resins, and asphaltenes) along with colloidal stability. One of the crude sources was also evaluated after its modification with different percentages of a Reclaimed Asphalt Pavement (RAP) binder containing PPA. There were two different optimum levels of chemical modification for two different crude binders. Binders were tested at unaged, short-term, and long-term aging conditions in the laboratory. Two binders demonstrated two different patterns of aging escalation; the Arabian crude binder was found to be more colloidally stable that the Canadian crude binder. Finally, an effort was made to find any correlation between selected physicomechanical properties and chemical compositions of the tested asphalt binders. Some of the mechanical properties were found to be linearly correlated with binders' chemical compositions. A high amount (over 40 %) of RAP binder modification in neat binders induced some instability in the colloidal structure of the Canadian crude binders. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aBinders (Materials) =650 \0$aAsphalt$xAdditives. =700 1\$aHossain, Zahid,$eauthor. =700 1\$aBaumgardner, Gaylon,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180738.htm =LDR 03000nab a2200433 i 4500 =001 JTE20180582 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180582$2doi =037 \\$aJTE20180582$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aChang, Shu-Chia,$eauthor. =245 10$aEvaluation of Engineering Properties of Rock-Modified Asphalt Concrete /$cShu-Chia Chang, Min-Chih Liao, Der-Hsien Shen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe addition of the naturally occurring Buton rock asphalt (BRA) into the asphalt mixtures should be more desirable not only for stiffening the base asphalt but also for the future perspective of pavement recycling. The aim of this article is to evaluate the engineering characteristics of the rock-modified asphalt concrete (RMAC) using comprehensive laboratory tests. Test results showed that the RMAC produced by the wet process generally had better performance in all engineering properties as compared with the RMAC prepared by the dry modification process. The high-temperature performance for the RMACs appeared to be better than that for the unmodified asphalt concrete, but the resistance to raveling of the asphalt mixtures was slightly sacrificed after the addition of the rock asphalt. In addition, it is found that the addition of the rock asphalt stiffened the asphalt to reduce the total viscoelastic response of asphalt mixtures, whereas the polymer modifier increased the elastic component to reduce the viscous component of the asphalt. It is recommended that the percentage of pure rock asphalt (PRA) be no more than 15 % on a weight base of the blend. The BRA content should not be more than 30 % by weight of the RMAC. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aPavements, Asphalt concrete. =650 \0$aAsphalt concrete. =700 1\$aLiao, Min-Chih,$eauthor. =700 1\$aShen, Der-Hsien,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180582.htm =LDR 02499nab a2200409 i 4500 =001 JTE20190011 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190011$2doi =037 \\$aJTE20190011$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS250 =082 04$a671.823$223 =100 1\$aMotamedi, M. A.,$eauthor. =245 10$aEvaluation of Temperature Effects on Forming Limit Diagrams of AA6061-T6 Considering the Marciniak and Kuczynski Model /$cM. A. Motamedi, R. Hashemi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this study, forming limit diagrams (FLDs) of AA6061-T6 have been determined numerically and experimentally at room and elevated temperatures. The computational method has been based on the Marciniak and Kuczynski (M-K) model in conjunction with the Johnson-Cook (J-C) constitutive model. In the present numerical approach, four nonlinear equations have been solved simultaneously via the Quasi-Newton Technique. Moreover, the effects of temperature on formability have been discussed. To verify the theoretical results, out-of-plane Nakazima tests have been performed at the same temperatures, and a good match between the present numerical approach and experimental data has been seen. Both the experimental and numerical results illustrated that as the temperature increased, the FLD moved upward. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aSheet-metal work. =700 1\$aHashemi, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190011.htm =LDR 03151nab a2200445 i 4500 =001 JTE20190030 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190030$2doi =037 \\$aJTE20190030$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA420 =082 04$a620.1/2$223 =100 1\$aYang, Renshu,$eauthor. =245 10$aExperimental Investigation of Obliquely Incident Blast Wave Effect on Deflection of Running Cracks /$cRenshu Yang, Cheng Chen, Peng Xu, Chenxi Ding, Zhaoran Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aDynamic caustics in conjunction with high-speed photography were used in experiments to investigate the interaction of obliquely incident blast stress waves with running cracks. The dynamic photoelastic experiment method was used to supplement and improve the effects of different blast stress wave properties on the running crack. This indicated that the crack-tip mode II stress field affected the crack deflection direction. When the moving crack-tip mode II stress intensity factor K II was positive, the crack deflected clockwise. When the stress intensity factor K II was negative, the crack deflected in the counterclockwise direction. The incident direction of the blast stress wave affected the deflection of the crack. When the direction of the blast stress wave was the same as the direction of the moving crack propagation, the moving crack deflected away from the blast wave source. When the blast stress wave propagation direction was opposite to the crack propagation direction, the crack deflected toward the blast wave source. During the interaction of an obliquely incident blast stress wave with a moving crack, the P wave caused the deflection of the crack. The tails of the P wave and S wave interacted with the kinked crack to increase the mode I stress intensity factor K I and the crack propagation velocity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aStress waves. =700 1\$aChen, Cheng,$eauthor. =700 1\$aXu, Peng,$eauthor. =700 1\$aDing, Chenxi,$eauthor. =700 1\$aZhang, Zhaoran,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190030.htm =LDR 03467nab a2200445 i 4500 =001 JTE20180879 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180879$2doi =037 \\$aJTE20180879$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.52 =082 04$a620.11296$223 =100 1\$aChen, Shiwan,$eauthor. =245 10$aExperimental Investigation on Microstructure and Permeability of Thermally Treated Beishan Granite /$cShiwan Chen, Guibin Wang, Shuangying Zuo, Chunhe Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA good understanding of thermal effect on physical properties (especially the permeability) of host rock is essential for a high-level radioactive waste (HLW) deep geological repository. In this study, we carried out comprehensive tests (permeability measurement, p -wave velocity measurement, mercury intrusion test, and nuclear magnetic resonance [NMR]) to study the macroproperties and microstructures of Beishan granite after different temperature treatments. We found the permeability decreased after treatment at 300°C then increased sharply with increasing temperature as temperature exceeded 400°C. Results from the mercury intrusion test and NMR measurement showed that the pore size and pore volume both decreased for granite after being treated at 300°C, which indicated that pores closured around 300°C for Beishan granite. From 400°C upward, the pore size and volume gradually increased with temperature. Based on the relationship of measured T2 data from NMR with Pc curves from mercury intrusion measurement, the synthesized Pc curves was constructed using NMR-measured data of thermally treated Beishan granite. The fractal dimension of pore structure was studied based on pore size distribution from NMR data. Consistent with the evolution of permeability, the fractal dimension decreased for granite after treatment at 300°C, then increased with temperature from 300°C to 700°C. Because the fractal dimension of thermally treated granite is effective in characterizing the variation of pore structures, a semiempirical formula is proposed to predict the permeability using the fractal dimension and porosity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aMicrostructure. =650 \0$aMaterials$xThermal properties. =700 1\$aWang, Guibin,$eauthor. =700 1\$aZuo, Shuangying,$eauthor. =700 1\$aYang, Chunhe,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180879.htm =LDR 02741nab a2200457 i 4500 =001 JTE20180863 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180863$2doi =037 \\$aJTE20180863$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a691$223 =100 1\$aLi, Shengtao,$eauthor. =245 10$aExperimental Study on Concrete Fracture Process Zone Using Digital Image Correlation Technique /$cShengtao Li, Xudong Chen, Lu Feng, Xiangru Zhang, Xiangqian Fan, Jun Lu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe fracture process zone (FPZ) of concrete under three-point bending was extensively investigated using the digital image correlation technique. Surface displacement, strain components, crack opening displacement, effective crack length, and crack tip position were calculated and analyzed. The development of crack and FPZ were obtained through data processing and applied to the analysis of mechanical response. The development of the FPZ, divided into three stages, was found to have strong consistency with the change of the mechanical behavior of concrete. Two characteristic parameters of FPZ were used to study the size effect of concrete. It is found that with the increase of size, the FPZ will develop deeper at peak load. However, the ratio of the maximum length of the FPZ to the initial ligament length does not vary with size, which is about 0.85 in this study. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aConcrete$xFracture. =700 1\$aChen, Xudong,$eauthor. =700 1\$aFeng, Lu,$eauthor. =700 1\$aZhang, Xiangru,$eauthor. =700 1\$aFan, Xiangqian,$eauthor. =700 1\$aLu, Jun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180863.htm =LDR 02866nab a2200421 i 4500 =001 JTE20180872 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180872$2doi =037 \\$aJTE20180872$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA435 =082 04$a620.13592$223 =100 1\$aBatool, Farnaz,$eauthor. =245 10$aFactors Influencing the Pore Structure Parameters of Lightweight Cement-Based Foams /$cFarnaz Batool, Muhammad Masood Rafi, Vivek Bindiganavile. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study quantifies the pore wall spacing and shape factor of lightweight cement-based foam pore structure and investigates its correlation with density, pozzolan, compressive strength, and thermal conductivity. The lightweight cement-based foam mixtures were prepared for the densities of 800-400 kg/m 3 and by replacing cement with fly ash, silica fume, and metakaolin up to 20 % by mass. The nondestructive technique of X-ray microtomography was used for quantifying the pore structure parameters. In addition, the transient plane heat source technique was used to evaluate the thermal conductivity of these mixtures. The results show that the optimal pore wall spacing increases from 0.28 to 0.55 mm as the density rises from 400 to 800 kg/m 3 . It was observed that the median pore wall spacing (SP50) values increases as the cast density get higher. While the reduction in thermal conductivity was noticed for lower SP50 values. Furthermore, incorporating pozzolanic admixtures at higher cement replacement ratios affects the pore wall spacing. Moreover, spherically shaped pores were found in all mixtures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aCement$xTesting. =700 1\$aMasood Rafi, Muhammad,$eauthor. =700 1\$aBindiganavile, Vivek,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180872.htm =LDR 03186nab a2200457 i 4500 =001 JTE20180666 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180666$2doi =037 \\$aJTE20180666$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1892 =082 04$a620.1940287$223 =100 1\$aDong, Yifeng,$eauthor. =245 10$aFatigue Crack Initiation Life Prediction of the Rubber Damper Based on Seq-N Curve of Rubber Material /$cYifeng Dong, Xuefeng Yao, Jinshan Li, Yun Shen, Ruifeng Wu, Yuchao Ke. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this article, the fatigue crack initiation life of the rubber damper is predicted based on the S, e, q, , , -, N, , , , curve of rubber material. First, the general expression of the equivalent stress Seq and the fatigue crack initiation life Nf of rubber material are derived under different stress states. Second, the fatigue crack initiation life of a dumbbell-type rubber specimen under different tension strains are measured, and the fatigue parameters of the rubber material are obtained by fitting the experimental results under the uniaxial stress condition. Thus, the equivalent stresses Seq of the dangerous node in the rubber damper are obtained under different working conditions by means of the finite element numerical model. Finally, the fatigue lives of the rubber dampers are obtained by combining the general expressions of the fatigue crack initiation life Nf of rubber material with the equivalent stress Seq of the dangerous node, which are closer to the fatigue crack initiation life experimental results of the rubber damper than the fatigue life obtained based on the ε, G, L, ,, max, , , -, N, , , , curve. The results indicate the effectiveness for predicting the fatigue crack initiation life of the rubber damper based on the S, e, q, , , -, N, , , , curve of the rubber material. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aRubber$xTesting. =700 1\$aYao, Xuefeng,$eauthor. =700 1\$aLi, Jinshan,$eauthor. =700 1\$aShen, Yun,$eauthor. =700 1\$aWu, Ruifeng,$eauthor. =700 1\$aKe, Yuchao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180666.htm =LDR 03660nab a2200469 i 4500 =001 JTE20180764 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180764$2doi =037 \\$aJTE20180764$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA787 =082 04$a624.154$223 =100 1\$aTang, Liyun,$eauthor. =245 10$aFrost Heave and Thawing Settlement of Frozen Soils around Concrete Piles: A Laboratory Model Test /$cLiyun Tang, Xiaogang Wang, Long Jin, Lijun Deng, Di Wu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe frost heave and thawing settlement of soils around piles could cause a series of problems, such as freezing of the pile and reduced bearing capacity of the pile. Based on the soil profiles recorded at a permafrost region in Western China, laboratory tests were performed to investigate the frost heave and thawing settlement of frozen soils around piles. The ambient temperature was adjusted in such way that the thawing and freezing of soils occurred from top to bottom, respectively. As the thawing and freezing reached different depths, the temperature, unfrozen water content, and displacements of soils around eight piles were recorded. The results showed that when the thawing was completed, the unfrozen water content of soil located at a distance equal to the pile's diameter measured from its face was larger than that of the soil located at a distance equal to triple the pile diameters. At the end of freezing, the unfrozen water content of the soil located at a distance equal to the pile's diameter (from the pile's face) was smaller than that of the soil located farther (triple pile diameters) It was also shown that for the soil region between 1 and 2 times the pile diameters from its face, the amount of thawing settlement and frost heave increases, while the magnitude of the soil thawing settlement and frost heave decreases from 2 to 3 times the pile diameters. The laboratory results also showed that the difference in the frost heave and thawing settlement is related to the difference of the performance of heat transfer between the pile and soil during the freezing process. Therefore, a transverse temperature gradient exists in the pile-soil system, causing the unfrozen water to migrate toward the pile-soil interface and freeze. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aConcrete construction. =650 \0$aPiling (Civil engineering) =650 \0$aConcrete piling. =700 1\$aWang, Xiaogang,$eauthor. =700 1\$aJin, Long,$eauthor. =700 1\$aDeng, Lijun,$eauthor. =700 1\$aWu, Di,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180764.htm =LDR 03094nab a2200445 i 4500 =001 JTE20190119 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190119$2doi =037 \\$aJTE20190119$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ260 =082 04$a621.4022$223 =100 1\$aKhechekhouche, Abderrahmane,$eauthor. =245 10$aImprovement of Solar Distiller Productivity by a Black Metallic Plate of Zinc as a Thermal Storage Material /$cAbderrahmane Khechekhouche, Boubaker Ben Haoua, Abd Elnaby Kabeel, Mohammed El Hadi Attia, Wael M. El-Maghlany. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe lack of drinking water is a real global problem. Transforming polluted water into freshwater is another problem. Solar distillation seems a simple and economical solution to this problem, but the yield of a solar still is low, and this poses another problem. One of the best ways to improve the productivity of freshwater from solar energy is to incorporate sensible heat energy storage materials; i.e., the temperature elevation of a material allows for the storage of energy, and that is exactly the purpose of our work. Two similar solar distillers were exposed to the sun in May 2017 under the same weather conditions. Distiller Dc is retained as a reference and distiller Ds contains in its basin a black plate of zinc 48 by 48 cm with a thickness of 0.2 cm. This plate is used as a sensitive thermal storage material to improve the productivity of our device. The results of this simple and inexpensive technique have improved the productivity of distiller Ds by 1.54 times compared with the conventional Dc still. Thus, this technique increases the productivity of the distiller and participates in solving a technical problem affecting the solar still. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aHeat storage. =700 1\$aHaoua, Boubaker Ben,$eauthor. =700 1\$aKabeel, Abd Elnaby,$eauthor. =700 1\$aEl Hadi Attia, Mohammed,$eauthor. =700 1\$aEl-Maghlany, Wael M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190119.htm =LDR 03312nab a2200445 i 4500 =001 JTE20180783 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180783$2doi =037 \\$aJTE20180783$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA713 =082 04$a624.15136$223 =100 1\$aHuang, Ren-Chung,$eauthor. =245 10$aInfluence of Boundary Insulation on the Growth of Frozen Soils during AGF Modeling /$cRen-Chung Huang, Po-Kai Wu, Muhsiung Chang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTo clarify the influence of boundary insulation on the development of frozen soils, seven artificial ground freezing (AGF) models of Ottawa sand were performed with different thermal impedance Z -values of the boundary insulation system. Results of testing show that the greater the Z -values, the larger the frozen soil areas for a given time of freezing. When the Z -value is more than 2.27 m 2 K/W, however, the extent of frozen soils appears to be stabilized for the AGF model with dimensions of 100 cm (L) by 100 cm (W) by 15 cm (H) Two-dimensional finite element analyses were also conducted to verify the performance of boundary insulation systems of the physical model. Numerical simulations show the development of frozen soils is significantly affected by the ambient temperature if no insulation is covered on the boundary of the AGF model, and the growth of frozen soils would cease at a freezing time of less than 6 h. However, when the Z -value of the boundary insulation system is more than 2.27 m 2 K/W, the pattern of the temperature field and the size of frozen soils in the model resemble those for a system with a perfectly insulated boundary with an elapsed time of freezing up to 24 h. Hence, it can be concluded that the thermal impedance Z -value should be at least 2.27 m 2 K/W for the boundary insulation system of the current AGF model to be free from the influence of an ambient environment and have a similar temperature response as the perfectly insulated model for a test time up to 24 h. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aSoil mechanics. =650 \0$aSoils$xTesting$xStandards. =650 \0$aFrozen ground. =700 1\$aWu, Po-Kai,$eauthor. =700 1\$aChang, Muhsiung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180783.htm =LDR 02466nab a2200433 i 4500 =001 JTE20170428 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170428$2doi =037 \\$aJTE20170428$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP978 =082 04$a620.1924$223 =100 1\$aVignesh, K.,$eauthor. =245 10$aInfluence of Coir Fiber Diameter and Length on Mechanical Behavior of Coconut Shell Powder-Based Polyester Resin Composites /$cK. Vignesh, U. Natarajan, M. Arockia Jaswin, M. D. Antony Arul Prakash. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCoir fiber is available in abundance in nature. Coconut shell is a food waste material. Both are procured from the coconut. Coir fiber-reinforced coconut shell powder-based polyester resin composite is fabricated by using the hand lay-up technique. Here, coir fiber acts as a reinforcing agent. Coconut shell powder acts as a filler material. Polyester resin acts as a binding material. Composites are fabricated as per ASTM standards. Tests of mechanical behaviors such as tensile strength and compressive strength are carried out, and the results are analyzed based on the influence of coir fiber diameter and length. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aGums and resins. =700 1\$aNatarajan, U.,$eauthor. =700 1\$aArockia Jaswin, M.,$eauthor. =700 1\$aAntony Arul Prakash, M. D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170428.htm =LDR 03310nab a2200445 i 4500 =001 JTE20180794 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180794$2doi =037 \\$aJTE20180794$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA153 =082 04$a624.1/51$223 =100 1\$aXiao, Henglin,$eauthor. =245 10$aInfluence of Temperature on BOTDR Used to Monitor Stabilizing Piles /$cHenglin Xiao, Yongli Liu, Silu Huang, Lihua Li, Qiang Ma. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aDistributed optical fiber sensors based on Brillouin scattering are emerging as valid alternatives for monitoring the health of civil structures and applications in geological engineering. The measurements are made by establishing a correlation between fiber strain and temperature in the frequency shift of Brillouin backscattered light induced by a monochromatic light pulse. The monitored strain consists of two parts: stress strain and temperature strain. This article presents an application of Brillouin optical time domain reflectometry in measuring stabilizing pile deformation over time. In the process of pile construction, the hydration heat of cement raises the temperature of the pile, thus causing errors in pile strain monitoring. So, the effect of temperature on strain should be considered. A finite element model built on the basis of monitoring objects and their geological environment is proposed to eliminate the influence of hydration heat on pile strain. The results indicated that the changed temperature resulting from hydration takes approximately three months to reach the same level as the ground temperature, in agreement with the monitoring results. The magnitude of the relative strain caused by hydration temperature was on the order of 10 -4 microns and should be considered in the three-month monitoring data after the construction of piles. Factors that may affect calculation accuracy are discussed on the basis of the experimental and numerical results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aPiling (Civil engineering)$xDesign and construction. =700 1\$aLiu, Yongli,$eauthor. =700 1\$aHuang, Silu,$eauthor. =700 1\$aLi, Lihua,$eauthor. =700 1\$aMa, Qiang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180794.htm =LDR 03384nab a2200421 i 4500 =001 JTE20190840 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190840$2doi =037 \\$aJTE20190840$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE273 =082 04$a625.85 $223 =100 1\$aJohnson, Thomas W.,$eauthor. =245 10$aLaboratory Evaluation of Modified Asphalt Mixes Using Nanomaterial /$cThomas W. Johnson, Leila Hashemian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aMore demands on pavement-including increasing temperature variability and precipitation and higher loading conditions, along with an increase in the rate of load applications-result in decreased pavement performance and reduce its service life. Three major distresses identified with asphalt pavements are rutting, fatigue cracking, and thermal cracking. Polymers have been frequently used for modification of asphalt binders to improve pavement performance and reduce pavement distress. However, there are problems associated with incompatibility between the modifier (polymer) and the binder as well as a reduction in the aging resistance of the asphalt. Furthermore, asphalt modification with polymers can result in operational difficulties as well as a significant increase in cost. This paper investigates the application of several nanomaterials, including nanoclays (halloysite and bentonite) and cellulose nanocrystals, as promising alternatives to improve asphalt performance and increase the service life of asphalt pavements. Using the Superior Performing Asphalt Pavement (SuperPave) asphalt mixture design and analysis system, the rheological properties of nanomodified asphalt binder and mechanical properties of the resulting asphalt mixes were evaluated at low and high temperatures. Results showed a noticeable improvement in the high-temperature properties of the modified asphalt mixes, with no significant effect on the low-temperature properties of the asphalt mixes or rheological properties of the modified asphalt binder. Considering the cost of the nanomaterials, it was concluded that they may provide a cost-effective alternative for asphalt modification. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aAsphalt$xTesting. =650 \0$aPavements, Asphalt. =700 1\$aHashemian, Leila,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190840.htm =LDR 03312nab a2200433 i 4500 =001 JTE20180873 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180873$2doi =037 \\$aJTE20180873$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTG325.6 =082 04$a624.2/83$223 =100 1\$aKhorramian, Koosha,$eauthor. =245 10$aMaterial Characterization of GFRP Bars in Compression Using a New Test Method /$cKoosha Khorramian, Pedram Sadeghian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article presents a new test method for determining the mechanical properties of glass fiber-reinforced polymer (GFRP) composite bars in compression, namely the compressive strength, compressive modulus of elasticity, ultimate crushing strain, and compressive stress-strain curves of the bars. The contribution of GFRP bars in compression is currently neglected by major design guidelines related to GFRP-reinforced concrete columns. However, the demand for using GFRP bars is increasing because multiple researchers have shown the effectiveness of the bars in concrete columns. Thus, the need for characterization of the mechanical properties of GFRP bars is increasing, while there is no standardized test method to evaluate the compressive properties of these bars. Therefore, in this article, a new test method is proposed for evaluating the compressive characteristics of GFRP bars. The proposed test method was examined through testing a total of 35 specimens. It was observed that the test method was able to evaluate the compressive characteristics of the GFRP bars successfully. Three different modes of compressive failure were observed, which were related to the crushing of GFRP bars in different locations in the bar, but no premature failure or bar buckling was observed. Moreover, a comparison between tensile and compression characteristics of the GFRP bars showed that the tensile test results are not sufficient to estimate the compressive characteristics, and performing a compression test is necessary. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aGlass reinforced plastics$xTesting. =650 \0$aReinforced concrete$xTesting. =650 \0$aReinforcing bars$xTesting. =700 1\$aSadeghian, Pedram,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180873.htm =LDR 03559nab a2200433 i 4500 =001 JTE20170609 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170609$2doi =037 \\$aJTE20170609$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP884.A3 =082 04$a666.893$223 =100 1\$aErvina Efzan, M. N.,$eauthor. =245 10$aMicrostructure and X-Ray Diffraction Analysis of Aluminum-Fly Ash Composites Produced by Compocasting Method /$cM. N. Ervina Efzan, N. Siti Syazwani, A. M. Mustafa Al Bakri, Wai Liew Kia. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIndustrial and agro-wastes, such as fly ash, red mud, and rice husk ash, have become tremendous materials to be used as reinforcement in composite materials. In addition, these materials have potential to replace conventional ceramic reinforcement materials, such as aluminum oxide (Al 2 O 3 ) and silicon carbide (SiC), as they can produce better composite materials with excellent properties and reduce the cost of production. Among the various types of waste materials used, fly ash has gained the widespread attention of researchers in aluminum matrix composite (AMC) production as reinforcement to enhance the properties of AMCs and reduce the production cost. In this research, LM6 (aluminum-silicon) alloy was reinforced with different amounts (4, 5, and 6 wt. %) of fly ash. These various compositions of LM6 reinforced with fly ash composites (AMCs) were fabricated by a compocasting method. The AMCs were then characterized based on microstructural (morphology, shape and size of the structure, and structure of existing elements) and phase analysis by scanning electron microscopy (SEM) and X-ray diffraction pattern (XRD) The existence of fly ash particles and some intermetallic compounds, such as Al 2 O 3 , silicon oxide, aluminum silicate, aluminum silicon, and calcium silicide, in the fabricated AMCs were confirmed through an XRD pattern. The SEM micrograph revealed that the microstructure of fabricated AMCs was refined with the incorporation of fly ash particles. The size of silicon phases decreased from 50 (unreinforced LM6) to 2.12 Μm (LM6 fly ash composite with 6 wt. % of fly ash) Hence, it is found that the incorporation of fly ash particles is able to enhance the microstructure of fabricated AMCs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aFly ash. =700 1\$aSiti Syazwani, N.,$eauthor. =700 1\$aMustafa Al Bakri, A. M.,$eauthor. =700 1\$aLiew Kia, Wai,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170609.htm =LDR 03561nab a2200469 i 4500 =001 JTE20190107 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190107$2doi =037 \\$aJTE20190107$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA169.6 =082 04$a620.0044$223 =100 1\$aAfia, Adel,$eauthor. =245 10$aNew Gear Fault Diagnosis Method Based on MODWPT and Neural Network for Feature Extraction and Classification /$cAdel Afia, Chemseddine Rahmoune, Djamel Benazzouz, Boualem Merainani, Semcheddine Fedala. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (22 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aGear fault diagnosis using vibration signals has become the subject of intensive studies to detect any sudden failure. However, these signals exhibit nonlinear and nonstationary behaviors when the rotating machine operates under multiple working conditions. Furthermore, fault features extraction and classification of multiple gear states are always unsatisfactory and considered as a huge task. This is the main reason that motivates us to develop a new intelligent gear fault diagnosis method in order to automatically identify and classify several kinds of gear defects under different work conditions. So in this article, we propose a combination between the maximal overlap discrete wavelet packet transform (MODWPT), entropy indicator, and a multilayer perceptron (MLP) neural network as a new automatic fault diagnosis approach. MODWPT decomposes the data signal into several components using a uniform frequency bandwidth. Each decomposed component is selected to extract feature vector using entropy indicator. Finally, MLP provides a powerful automatic tool for identifying and classifying the aforementioned extracted features. Experimental vibration signals of healthy gear; gear with general surface wear; gear with chipped tooth in length; gear with chipped tooth in width; gear with missing tooth; and gear with tooth root crack are recorded under fifteen different work conditions to test the effectiveness of the suggested technique. Experimental results affirm that our proposed approach can successfully detect, identify, and classify the gear fault pattern in all cases. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aMachine learning. =650 \0$aMachinery$xTesting. =650 \0$aAutomatic test equipment. =700 1\$aRahmoune, Chemseddine,$eauthor. =700 1\$aBenazzouz, Djamel,$eauthor. =700 1\$aMerainani, Boualem,$eauthor. =700 1\$aFedala, Semcheddine,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190107.htm =LDR 02947nab a2200445 i 4500 =001 JTE20190082 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190082$2doi =037 \\$aJTE20190082$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA410 =082 04$a620.110287$223 =100 1\$aArafat, Sheikh Y.,$eauthor. =245 10$aOn the Development of EWMA Control Chart for Inverse Maxwell Distribution /$cSheikh Y. Arafat, M. Pear Hossain, Jimoh Olawale Ajadi, Muhammad Riaz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aVariations are usually present in every manufacturing process. Control charts are implemented to detect the assignable cause variations in a process. In this article, we design an exponentially weighted moving average (EWMA) chart under the assumption of inverse Maxwell distribution, namely inverse Maxwell EWMA (IMEWMA) chart. We have evaluated the performance of the proposed chart in terms of various run length (RL) properties, including average RL, standard deviation of RL, and median RL. To examine the overall functioning ability, we have estimated extra quadratic loss, relative average RL, and performance comparison index. We have also carried out comparative analysis of the proposed chart with the existing Shewhart-type chart for Maxwell distribution, V chart. We observed that the proposed IMEWMA chart performed better than the V chart to detect small and moderate shifts. The IMEWMA and the existing charts were applied to monitor the lifetime of car brake pads and survival time for breast cancer patients. This example also depicts the superiority of the proposed chart to its existing counterparts. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aMaterials$xTesting. =650 \0$aQuality control. =700 1\$aHossain, M. Pear,$eauthor. =700 1\$aAjadi, Jimoh Olawale,$eauthor. =700 1\$aRiaz, Muhammad,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190082.htm =LDR 02663nab a2200409 i 4500 =001 JTE20180892 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180892$2doi =037 \\$aJTE20180892$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK2787 =082 04$a621.3815$223 =100 1\$aSoundirarrajan, Navaneethan,$eauthor. =245 10$aPerformance Evaluation of Ant Lion Optimizer-Based PID Controller for Speed Control of PMSM /$cNavaneethan Soundirarrajan, Kanthalakshmi Srinivasan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA Permanent Magnet Synchronous Motor (PMSM) is dominantly used in applications like electric vehicles, rolling mills, and servo drives. In order to efficiently run PMSM in drive applications, it needs a control strategy. A Proportional-Integral-Derivative (PID) controller is widely used in control loops to perform the automation process. The PID parameters can be tuned using optimization techniques to get a better performance. Upon advancement in computing techniques, it has become simpler to employ complex algorithms for control applications. One such stochastic optimization algorithm is Ant Lion Optimization (ALO) Its performance has been proven against a few other established algorithms of the same kind for a particular set of test functions. In this article, ALO is used to tune a PID controller for speed control of PMSM. The effectiveness of the optimizer is verified with simulation and experimental results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aElectric motors, Synchronous. =700 1\$aSrinivasan, Kanthalakshmi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180892.htm =LDR 03141nab a2200433 i 4500 =001 JTE20180761 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180761$2doi =037 \\$aJTE20180761$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a620.136$223 =100 1\$aRiad, Mina,$eauthor. =245 10$aQuantitative Non-Destructive Evaluation of FRP Laminate-Concrete Bond Strength Using Ultrasound Tomography /$cMina Riad, Nur Yazdani, Enrique Gonzalez, Kamal Sapkota. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (22 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aFiber-reinforced polymer (FRP) laminate is one of the most popular and practical solutions for the strengthening and retrofitting of deteriorated or under-strengthened concrete structures, adding strength, ductility, and durability. The quality of the FRP-concrete bond is critical in stress transfer and composite action at the interface, and in situ evaluation of the bond strength is a challenging issue. To quantitatively evaluate the bond strength, nondestructive evaluation (NDE) with ultrasound tomography was utilized on 32 small-scale concrete beams strengthened with carbon FRP laminates. Various parameters that may affect the bond strength, such as surface roughness, surface voids, epoxy type and thickness, and FRP type, were considered. The associated bond capacities were found through a bending test and correlated through finite element modeling. Quantitative relationships involving the NDE output values and associated bond strengths, with parametric inputs, were developed. Simple numeric examples are provided, showing application of the developed equations, which will be very useful in estimating the in-service bond conditions of applied FRP laminates on concrete structures. This may lead to quantitative estimation of the expected strength contribution of the laminates to the overall flexural capacity of structural members. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aConcrete. =700 1\$aYazdani, Nur,$eauthor. =700 1\$aGonzalez, Enrique,$eauthor. =700 1\$aSapkota, Kamal,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180761.htm =LDR 03243nab a2200457 i 4500 =001 JTE20180937 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180937$2doi =037 \\$aJTE20180937$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE251 =082 04$a625.8$223 =100 1\$aYang, Guangwei,$eauthor. =245 10$aRandom Forest-Based Pavement Surface Friction Prediction Using High-Resolution 3D Image Data /$cGuangwei Yang, Wenying Yu, Qiang Joshua Li, Kelvin Wang, Yi Peng, Aonan Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aMany studies have concluded that pavement micro- and macro- texture characteristics have significant contributions to pavement friction and thus roadway safety. This study explores novel three-dimensional (3D) areal texture parameters to represent pavement texture characteristics at both micro- and macroscales and their usage for friction prediction. Three rounds of pavement friction and texture data were collected from 2015 to 2017 at a testing site in Oklahoma with six different mixture designs. Pavement friction was acquired by a Dynamic Friction Tester, and the corresponding texture data were collected by a portable ultrahigh-resolution 3D laser scanner. Each 3D texture datum is decomposed into micro- and macroscales with predesigned Butterworth filters. Twenty-seven 3D texture parameters falling into five categories are calculated at both texture levels. Subsequently, the random forest algorithm is implemented to determine the most important texture parameters for friction predictive model development. The selected macro- and micro-texture parameters account for 48.8 % and 39.6 % contributions to high-speed friction and 50.0 % and 14.1 % contributions to low-speed friction. The temperature during testing also exhibits a significant impact, with 11.6 % and 35.9 % contributions to high- and low-speed friction, respectively. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aPavements$xDesign and construction. =700 1\$aYu, Wenying,$eauthor. =700 1\$aLi, Qiang Joshua,$eauthor. =700 1\$aWang, Kelvin,$eauthor. =700 1\$aPeng, Yi,$eauthor. =700 1\$aZhang, Aonan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180937.htm =LDR 03042nab a2200421 i 4500 =001 JTE20180558 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180558$2doi =037 \\$aJTE20180558$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1073 =082 04$a620.37$223 =100 1\$aChen, Michelle C.,$eauthor. =245 10$aResponse of a High Damping Rubber Bearing to Multiaxial Excitation /$cMichelle C. Chen, José I. Restrepo, Gianmario Benzoni. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA high damping rubber bearing fabricated as part of a seismic isolation system was tested at the Caltrans Seismic Response Modification Device Test Facility at the University of California, San Diego. The purpose of the test program, which consisted of 33 tests, was to assess the impact of multiaxial excitation and input rate on the response of the bearing. The test protocol consisted of unique tests, including testing the bearing in all six degrees of freedom (uncoupled and coupled) and testing the bearing dynamically to failure. This article examines the hysteretic response and resulting performance parameters of the bearing to the different tests. The most notable impacts on the bearing's hysteretic response were the axial loading and coupling the lateral degrees of freedom, while the rotational degrees of freedom had minimal impact on the bearing's response. The bearing's hysteretic response to coupling input in the rotational degrees of freedom with lateral and axial degrees of freedom was consistent with the expected performance from superimposing the response to input from individual degrees of freedom. The bearing failed at almost three times the design shear strain and at a shear force over five times the shear force at the design shear strain during the dynamic test to failure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aRubber bearings. =700 1\$aRestrepo, José I.,$eauthor. =700 1\$aBenzoni, Gianmario,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180558.htm =LDR 03236nab a2200445 i 4500 =001 JTE20180427 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180427$2doi =037 \\$aJTE20180427$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a620.13633$223 =100 1\$aRattanachu, Pokpong,$eauthor. =245 10$aStrength, Elastic Modulus, and Creep of High-Strength Concrete Produced with Bagasse Ash and Recycled Concrete Aggregate /$cPokpong Rattanachu, Weerachart Tangchirapat, Chai Jaturapitakkul, Prinya Chindaprasirt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this study, the mechanical properties of a high-strength recycled concrete (HS-RC) incorporating ground bagasse ash (GBA) were evaluated. Recycled coarse aggregate (R-CA) from concrete demolition was used as a full replacement for natural coarse aggregate (N-CA) The GBA was used to partially substitute 20-50 wt. % of the ordinary portland cement cementitious material. The results indicated that the replacement of N-CA by R-CA led to a slight reduction in the compressive strength of the concrete compared with that of conventional high-strength (CT) concrete. However, the R-CA had a clear negative impact on the elastic modulus and creep strain of the HS-RC. The HS-RC mixtures prepared with 20 wt. % GBA had a higher compressive strength than the CT concrete at later ages (90 days or more) Likewise, the GBA slightly reduced the creep strain, whereas the HS-RC with and without GBA had an approximately 20 % lower elastic modulus than the CT concrete. In addition, the creep strain of concretes containing R-CA and GBA was related to their modulus of elasticity and compressive strength, which could be calculated by a proposed equation and were compared with the results from the predicted model given by ACI 209.2R-08, Guide for Modeling and Calculating Shrinkage and Creep in Hardened Concrete . =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aConcrete$xCreep. =650 \0$aConcrete$xExpansion and contraction. =700 1\$aTangchirapat, Weerachart,$eauthor. =700 1\$aJaturapitakkul, Chai,$eauthor. =700 1\$aChindaprasirt, Prinya,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180427.htm =LDR 03060nab a2200457 i 4500 =001 JTE20180456 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180456$2doi =037 \\$aJTE20180456$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aSB317.B2 =082 04$a633.58$223 =100 1\$aYu, Hai-xia,$eauthor. =245 10$aStudy on Photo Aging Differential among Inner, Outer, and Middle Layers of Moso Bamboo (Phyllostachys pubescens Mazel) /$cHai-xia Yu, Xin Pan, Zeng Wang, Wenfu Zhang, Xiao-wei Zhuang, Yingti Jiang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTo better understand the photo weathering characteristics of different parts of bamboo culms, Moso bamboo ( Phyllostachys pubescens Mazel) was divided into three layers from the outmost side to the inside along the radial direction and then radiated by ultraviolet (UV) light for 56 days. The lignin content on top surface was accurately measured by the acetyl bromide method and degree of crystallinity was analyzed by X-ray Photoelectron Spectroscopy (XPS) before and after UV aging. Results showed that after UV radiation, the surface color of the outer layer changed the most and turned to dark brown, however, the inner layer and middle layer became more yellowish; the lignin content of each layer all decreased, and the crystalline region increased. The lignin content of the outer layer decreased the least because of its relative high density and less light penetration. The degree of crystallinity of the outer layer bamboo increased the most, and the inner layer was the least. The photo oxidation reaction may occur only in the amorphous region, and it was very difficult for light to break the crystalline region. The crystal lattice structure kept unchanged. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aBamboo. =700 1\$aPan, Xin,$eauthor. =700 1\$aWang, Zeng,$eauthor. =700 1\$aZhang, Wenfu,$eauthor. =700 1\$aZhuang, Xiao-wei,$eauthor. =700 1\$aJiang, Yingti,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180456.htm =LDR 03106nab a2200457 i 4500 =001 JTE20180367 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180367$2doi =037 \\$aJTE20180367$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aChen, Xing,$eauthor. =245 10$aStudy on the Mechanical Damage Characteristics of Asphalt Concrete in the Spring Thawing Environment /$cXing Chen, Xuedong Guo, Mingzhi Sun, Wei Guo, Wenting Dai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aMoisture damage under freeze-thaw cycles is one of several serious pavement distresses faced by the majority of transportation agencies. This phenomenon triggers several pavement distresses, thus necessitating pavement maintenance and rehabilitation, which costs the country billions of dollars. In this article, a freeze-soak-scour cycle test was designed to simulate the special environment of the spring thawing season, and the evolution of mechanical properties of the asphalt concrete (AC-16) was studied. Moreover, the influence of freezing, soaking, and scouring (i.e., three separate factors on the mechanical properties of AC-16) were discussed based on the gray relational degree theory. The results illustrated that the freeze factor had a more significant impact on the damage process of AC-16 compared with the soak and scour factor. Finally, the freeze-soak-scour damage model of AC-16 was established and the damage speed and damage degree of AC was quantified based on the logistic judgment model. The model parameter Amax has been used to evaluate the damage degree of the mechanical performance of the AC-16, and model parameter x 0.5 has been used to evaluate the damage speed of the mechanical performance of the AC-16. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aPavements, Asphalt concrete. =650 \0$aAsphalt concrete. =700 1\$aGuo, Xuedong,$eauthor. =700 1\$aSun, Mingzhi,$eauthor. =700 1\$aGuo, Wei,$eauthor. =700 1\$aDai, Wenting,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180367.htm =LDR 03054nab a2200409 i 4500 =001 JTE20170399 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170399$2doi =037 \\$aJTE20170399$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.11842$223 =100 1\$aKotik, Hector G.,$eauthor. =245 10$aSuggested Modifications of the ASTM D2344-16 Short-Beam Shear Test Method to Be Applied to Fiber Metal Laminates /$cHector G. Kotik, Juan E. Perez Ipiña. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aASTM D2344/D2344M-16, Standard Test Method for Short-Beam Strength of Polymer Matrix Composite Materials and Their Laminates , is used to test fiber-metal laminates (FMLs), although its scope is limited to high-modulus fiber-reinforced composite materials. These two groups of materials have differences in their mechanical behavior, and it is possible that this standard cannot be employed in FMLs in its current status. To verify this, short-beam shear (SBS) tests were performed in aramid aluminum laminate (ARALL) 3 4/3 specimens employing two sets of rollers diameters. One set was in accordance with ASTM D2344/D2344M-16, whereas the other made use of smaller diameters. The options to stop the tests presented in the standard were not adequate for the ARALL specimens using the normalized rollers diameters. Modifications to the standard in order to include FML specimens are suggested as follows: to include a test rig with reduced roller diameters, to observe of delamination at one side of a specimen as a new option to stop the test, and to define the short-beam strengths ( F sbs ) as that corresponding to the maximum load value observed previous to a total load drop-off of 30 %. The difference between the means of F sbs obtained with both set of rollers was not significant when using these modifications. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aLaminated materials$xTesting. =700 1\$aIpiña, Juan E. Perez,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170399.htm =LDR 03097nab a2200433 i 4500 =001 JTE20200102 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200102$2doi =037 \\$aJTE20200102$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ828 =082 04$a333.79$223 =100 1\$aTirapelli, Camila,$eauthor. =245 10$aTesting and Correlating Speed, Torque, Airflow, and Noise on Dental Turbines /$cCamila Tirapelli, Bruna Neves de Freitas, Raony Môlim de Sousa Pereira, Antonio Henrique Alves Pereira. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe noise of dental turbines is mainly correlated with the anxiety and discomfort of patients and the work safety of the dental professionals. Rotational speed, torque, airflow, and noise have an essential role in the proper performance of dental air turbines. This work aimed to address the following question: how do rotational speed, torque, and airflow correlate with noise in dental high-speed handpieces? Three new air turbines of nine different commercial brands were essayed for rotational speed, torque, noise level (A-weighting), and airflow in agreement with ISO 14457:2017, Dentistry - Handpieces and Motors (27 handpieces) 3 times a day and for 5 days under controlled air pressure. One-way analysis of variance and Tukey's test ( α =0.05) showed differences among brands for speed, torque, noise, and airflow (210.17-397.93 kr/min, 0.03-0.15 N·cm, 68.80-82.16 dB, and 29.6-37.8 L/min, respectively) Speed ( r =-0.7) and airflow ( r =-0.6) showed an inverse correlation with noise: the higher the speed, the higher the airflow and the lower the noise. Torque showed no correlation with the speed ( r =-0.1) As a conclusion, dental handpieces achieving the maximum airflow and speed can produce lower noise. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aWind turbines. =700 1\$ade Freitas, Bruna Neves,$eauthor. =700 1\$ade Sousa Pereira, Raony Môlim,$eauthor. =700 1\$aPereira, Antonio Henrique Alves,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200102.htm =LDR 03029nab a2200421 i 4500 =001 JTE20180838 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180838$2doi =037 \\$aJTE20180838$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA479.C37 =082 04$a620.17$223 =100 1\$aMohammadaliha, M.,$eauthor. =245 10$aThe Role of Ferrotitanium as an Inoculant on the Microstructure and Mechanical Properties of Low-Alloy Steel /$cM. Mohammadaliha, F. Shahri, S. M. Boutorabi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this work, the effects of ferrotitanium (0.5 wt.%) as an inoculant on the microstructure and mechanical properties of 0.24 % carbon-1 % chromium-1 % manganese-0.5 % silicon steel were studied. Optical microscopy and scanning electron microscopy (SEM) with energy dispersive spectrometry (EDS) microanalysis were used for microstructural investigations. The phase structure of the ferrotitanium-added alloys was studied using X-ray diffraction (XRD) Microstructural observations show that a fine upper bainite lath is formed and allotriomorphic ferrite is eliminated by adding ferrotitanium to the main alloy. XRD revealed the presence of ferrite and austenite in the microstructure. Also, a decrease in dendrite arm spacing (DAS) was observed for 0.5 wt.% ferrotitanium-added alloy. Addition of 0.5 wt.% ferrotitanium caused the formation of titanium-molybdenum-carbon precipitates in austenite grain boundaries so that these particles acted as nucleon's in austenite grain boundary and refined the microstructure. The yield strength, ultimate tensile strength, and percent elongation to fracture of the ferrotitanium-added samples are increased by 65, 68, and 57 %, respectively. Finally, the fracture surface of the alloys showed a cleavage fracture for the inoculated alloy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aSteel alloys. =700 1\$aShahri, F.,$eauthor. =700 1\$aBoutorabi, S. M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180838.htm =LDR 03465nab a2200445 i 4500 =001 JTE20180058 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180058$2doi =037 \\$aJTE20180058$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA276.5 =082 04$a519.52$223 =100 1\$aTeoh, Wei Lin,$eauthor. =245 10$aThe Variable Sampling Interval EWMA X¯ Chart with Estimated Process Parameters /$cWei Lin Teoh, L. V. Ong, Michael B. C. Khoo, Philippe Castagliola, Z. L. Chong. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (29 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe exponentially weighted moving average (EWMA) X, ¯, , , , , chart with the variable-sampling-interval (VSI) feature is usually scrutinized under the assumption of known process parameters. However, in practice, process parameters are usually unknown, and they need to be estimated from the in-control Phase-I data set. With this in mind, this article proposes the VSI EWMA X, ¯, , , , chart in which the process parameters are estimated. A Markov Chain approach is adopted to derive the run-length properties of the VSI EWMA X, ¯, , , , chart with estimated process parameters. The standard deviation of the average time to signal (SDATS) is employed to measure the practitioner-to-practitioner variation in the control chart's performance. This variation occurs because different Phase-I datasets are used among practitioners to estimate the process parameters. Based on the SDATS criterion, this article provides recommendations regarding the minimum number of required Phase-I samples. For an optimum implementation, this article develops two optimization algorithms for the VSI EWMA X, ¯, , , , chart with estimated process parameters, i.e., by minimizing the (i) out-of-control expected value of the average time to signal (AATS) and (ii) out-of-control expected value of the AATS (EAATS) for the cases of deterministic and unknown shift sizes, respectively. With the implementation of these new design procedures, the VSI EWMA X, ¯, , , , chart with estimated process parameters is not only able to achieve a desirable in-control performance, but it is also able to quickly detect changes in the process. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aSampling (Statistics) =700 1\$aOng, L. V.,$eauthor. =700 1\$aKhoo, Michael B. C.,$eauthor. =700 1\$aCastagliola, Philippe,$eauthor. =700 1\$aChong, Z. L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180058.htm =LDR 03358nab a2200433 i 4500 =001 JTE20180849 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180849$2doi =037 \\$aJTE20180849$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7872.D48 =082 04$a006.25 $223 =100 1\$aAli, Syed Humair,$eauthor. =245 10$aWireless Sensor Network-Based Structural Health Monitoring of Bridges Using Advanced Signal Processing Techniques /$cSyed Humair Ali, Tariq Mairaj Rasool Khan, Murad Abdullah, Muhammad Zaid. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aContinuous growth in the networks of roads and bridges pose a continuously rising challenge to maintenance agencies for ensuring accident-free operations of transportation network. This challenge exacerbates in developing economies. Specifically, in port/harbor areas, the challenge increases many folds because of the corrosive environment. Assessment of aging civil infrastructure integrity is imperative to guarantee safe operations. Wireless sensor networks (WSNs) offer reliable and cost-effective automated applications for structural health monitoring (SHM) of civil infrastructure. This article presents a vibration analysis-based method for SHM of civil infrastructures using WSNs. In the proposed research work, advanced signal processing techniques are applied on actual vibration data acquired using low-power WSNs to classify healthy and degraded civil structures. The proposed scheme has successfully been implemented on a 20-year-old concrete bridge situated in the harbor area of Karachi, Pakistan. Micro electro mechanical system-based accelerometers connected to low-power-consuming wireless nodes are installed on the bridge under study. The acquired vibration data are uploaded on the cloud. Subsequent application of time-frequency energy analysis of the recorded vibration data enabled the discrimination between healthy and degraded structures. The proposed scheme can be used for civil infrastructure monitoring at remote sites using low-power WSNs with the least intervention. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aWireless sensor networks. =700 1\$aKhan, Tariq Mairaj Rasool,$eauthor. =700 1\$aAbdullah, Murad,$eauthor. =700 1\$aZaid, Muhammad,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180849.htm =LDR 03874nab a2200421 i 4500 =001 JTE20180817 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180817$2doi =037 \\$aJTE20180817$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE5091 =082 04$a625.8$223 =100 1\$aBhargava, Nishant,$eauthor. =245 10$aSustainable Development with Microsurfacing: A Review /$cNishant Bhargava, Anjan Kumar Siddagangaiah, Teiborlang Lyngdoh Ryntathiang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (23 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn recent times, sustainable development has been the primary focus of research and development in the pavement industry. In this respect, microsurfacing was viewed as sustainable pavement preservation and has emerged as a cost-effective pavement maintenance alternative for enhancing performance, increasing service life, and ensuring safety with minimal environmental impact. In this review, the impact of microsurfacing application on the economic, social, and environmental components were explored from the published literature. Studies show that with microsurfacing application, there was a 31 % savings in cost as compared with conventional hot-mix asphalt. Furthermore, a brief economic analysis was carried out, which confirmed microsurfacing as one of the most cost-effective preventative treatment with minimum equivalent uniform annual cost. However, the economic benefits of microsurfacing were dependent upon distress type and intensity, pavement age, climatic conditions, and traffic volume. In addition, the social benefits included enhanced skid resistance, reduced hydroplaning, better riding quality, and pleasing aesthetic appearance. Moreover, the main environmental benefits of microsurfacing, as reported by various researchers, included low energy consumption, reduced greenhouse gas emission, conservation of natural resources, and reduction in tire-pavement noise. Review also reported the strength, weakness, opportunities, and threats of microsurfacing application. Even with certain weakness and probable challenges, application of microsurfacing showed enormous potential for further improvement. Incorporation of recycled or waste materials, compaction prior to opening for traffic, and project-related specifications are some areas for further research. However, certain challenges, like insufficient fund allocation, implementation or performance issues, and production variability, had to be mitigated for smooth and rapid development. Thus, with encouraging results and a promising future, microsurfacing had excelled in both technological and sustainability aspects. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aPavements$xMaintenance and repair. =700 1\$aSiddagangaiah, Anjan Kumar,$eauthor. =700 1\$aRyntathiang, Teiborlang Lyngdoh,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180817.htm =LDR 03710nab a2200409 i 4500 =001 JTE20180436 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180436$2doi =037 \\$aJTE20180436$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA407 =082 04$a620.17$223 =100 1\$aBafna, Sudhir,$eauthor. =245 10$aA Comparison of Type A and Type M Hardness Measurements on Commercial Fluorocarbon Grades Conforming to AMS7276 /$cSudhir Bafna. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis note provides a comparison and analysis of durometer hardness Type A and Type M per ASTM D2240-15, Standard Test Method for Rubber Property - Durometer Hardness , measured on various commercial grade fluorocarbons conforming to AMS7276, Aerospace Material Specification for Rubber: Fluorocarbon (FKM) High-Temperature-Fluid Resistant Low Compression Set for Seals in Fuel Systems and Specific Engine Oil Systems . This note addresses the seemingly trivial but actually complex problem of how to translate Type A hardness range requirements measured on disks/buttons/plied platens to Type M hardness range requirements measured on O-rings of various cross sections. It confirms there is no simple correlation between Type A and Type M hardness measurements. It is shown that mapping the current Type A hardness range of 70-80 measured on buttons/disks/plied platens onto Type M hardness measurements made on O-rings will require broadening the Type M permitted range to 75, +11, -3 [72 to 86 or 79+/-7]. A tolerance range broader than the typical +/-5 is not without precedent, since the tolerance range for Type A measurements for conductive shielding gaskets per MIL-DTL-83528, General Specification for Gasketing Material, Conductive, Shielding Gasket, Electronic, Elastomer, EMI/RFI , is also +/-7. The data confirm the literature reports that Type M hardness measurements on O-rings are usually higher than Type A on disks/buttons/plied platens, but the difference decreases as the O-ring cross section increases. Though the permitted Type A hardness range for fluorocarbons conforming to AMS7276 is 70-80, actual commercial production is overwhelmingly at the high end of this range and is not centered on the midpoint of 75. The typical Type A hardness requirement range in industry as well as in AMS7276 is only 10 hardness units, but normal measurement variation consumes 45-60 % of that range; hence, obtaining simple correlations between Type A and Type M measurements is not possible because of inherent measurement variation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aHardness. =650 \0$aMetals$xTesting. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180436.htm =LDR 02520nab a2200409 i 4500 =001 JTE20180607 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180607$2doi =037 \\$aJTE20180607$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA273.6 =082 04$a519.24$223 =100 1\$aLoganathan, A.,$eauthor. =245 10$aDesign of Multiple Dependent State Repetitive Group Sampling Plans Based on Exponentiated Exponential Distribution /$cA. Loganathan, M. Gunasekaran. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article attempts to design a multiple dependent state repetitive group sampling plan under a hybrid censoring scheme by assuming that the lifetime of the product follows an exponentiated exponential distribution. Exponentiated exponential distribution, an alternative to Weibull and gamma distributions, has found applications in reliability and life testing. Also, an attempt is made to study the efficiency of this plan in comparison with a single sampling plan. The efficiencies of these two kinds of sampling plans are analyzed with respect to sample size and sampling risks. Plan parameters are obtained using binomial probabilities protecting the interests of both producers as well as consumers. The selection of a sampling plan for given requirements is illustrated with a numerical example. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aDistribution (Probability theory) =700 1\$aGunasekaran, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180607.htm =LDR 02685nab a2200445 i 4500 =001 JTE20200115 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200115$2doi =037 \\$aJTE20200115$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA479.A88 =082 04$a620.172$223 =100 1\$aJeong, Jae-Yoon,$eauthor. =245 10$aChloride-Induced Stress Corrosion Cracking Tester for Austenitic Stainless Steel /$cJae-Yoon Jeong, Myeong-Woo Lee, Yun-Jae Kim, Poh-Sang Lam, Andrew J. Duncan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this paper, a new experimental tester was designed to improve the stability in load measurement and imposed environment for chloride-induced stress corrosion cracking (CISCC) testing of austenitic stainless steels that are used to construct spent nuclear fuel dry storage canisters. By fabricating compact tension specimens using the UNS S30400 stainless steel, the test is conducted by immersing the specimen in 5 % salinity artificial seawater at 50°C. From the measured load, the stress intensity factor is calculated and the crack length is measured by an optical microscope. The present experimental data confirm the existing findings that the CISCC growth rate is insensitive to the stress intensity factor but is dominantly affected by the specimen surface temperature. The crack growth rate also confirms the existing model. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aAustenitic stainless steel. =700 1\$aLee, Myeong-Woo,$eauthor. =700 1\$aKim, Yun-Jae,$eauthor. =700 1\$aLam, Poh-Sang,$eauthor. =700 1\$aDuncan, Andrew J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200115.htm =LDR 03370nab a2200433 i 4500 =001 JTE20180178 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180178$2doi =037 \\$aJTE20180178$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.84 =082 04$a620.1127$223 =100 1\$aMostafapour, Amir,$eauthor. =245 10$aInvestigation of Wave Propagation Behavior of Partially Two-Layered Plates /$cAmir Mostafapour, Saman Davoodi, Mohammad Ghareaghaji. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (23 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this study, the acoustic emission characteristics of a rectangular plate with a partially covered free damping viscoelastic layer excited by an acoustic source (Hsu-Nielsen) has been investigated. A partially covered plate configuration consisting of a base plate (aluminum) and free damping layer (polyethylene) is considered. An acoustic emission source generated different acoustic modes, which caused the plate to have in-plane and out-plane displacements. These plate displacements will be captured by acoustic sensors. To obtain the general form of plate displacements theoretically, Von Karman theory and a Kelvin-Voigt model were used and the equations of motion were derived using Galerkin's method. The effects of nonlinear terms of the strain-displacement relation on wave propagation characteristics of plates were investigated. The main frequency ranges of signals and the propagation speed of acoustic modes and their attenuation are very important for source locating. These parameters depend on the acoustic source and transmitted medium. So, theoretically predicting the main frequency range of signals because of the acoustic source and propagation characteristics of different acoustic modes has an important role in an acoustic source-locating algorithm. For this purpose, acoustic emission experiments were carried out using two R 15 α sensors. Frequency domains of theoretical and experimental results were analyzed. A comparison of the obtained results showed good agreement between the experimental and theoretical Lamb velocities and main frequency ranges. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aAcoustic emission. =650 \0$aAcoustic emission testing. =700 1\$aDavoodi, Saman,$eauthor. =700 1\$aGhareaghaji, Mohammad,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180178.htm =LDR 02881nab a2200433 i 4500 =001 JTE20180673 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180673$2doi =037 \\$aJTE20180673$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS590 =082 04$a631.405$223 =100 1\$aLin, Peng,$eauthor. =245 10$aMicrostructure Evolution of Saturated Clay Under Cyclic Shearing /$cPeng Lin, Guanbao Ye, Ankit Garg. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aChanges in soil microstructure are important for understanding the macro-behavior of soil. Studies in the past have mainly focused on analysing variations under isotropic and one-dimensional consolidation. The present study aims to investigate the microstructure evolution of saturated clay under cyclic shearing. Cyclic triaxial tests are carried out under different magnitudes of effective confining pressure, cyclic deviator stress, and overconsolidation ratio (OCR) The soil microstructure is determined through the scanning electron microscope and mercury intrusion porosimetry tests. It is observed that there is a threshold cyclic deviator stress, above which the soil specimens show significant plastic strain and eventually fail. The threshold value is found to increase almost linearly with the increase of effective confining pressure and OCR. On the other hand, when the cyclic deviator stress is higher than the threshold value, some large pores appear even though the total pore volume is kept constant (undrained condition under cyclic loads) With the appearance of some larger pores, the soil skeleton becomes weaker and eventually fails. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aShear strength of soils$xTesting. =650 \0$aSoils$xTesting. =700 1\$aYe, Guanbao,$eauthor. =700 1\$aGarg, Ankit,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180673.htm =LDR 02462nab a2200433 i 4500 =001 JTE20180842 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180842$2doi =037 \\$aJTE20180842$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.8$223 =100 1\$aYao, Kai,$eauthor. =245 10$aModified Formula for Settlement of Reinforced Ground with Floating Soil-Cement Columns /$cKai Yao, Zhanyong Yao, Xiuguang Song, Hongguang Jiang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aLow improvement ratio soil-cement columns adopted in ground improvement are cost-effective with less environmental impact. However, the settlement mechanism of the reinforced area has not been clearly established, and the traditional settlement estimation formula only treats the reinforced area as an elastic block. Settlement of the reinforced area for a soft foundation with low improvement ratio soil-cement columns was investigated by conducting a series of 1-g model tests. By reconsidering the effect of column length, the traditional formula was modified by adopting a stiffness ratio with the function of capturing the effect of skin friction between the column and surrounding soils. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aSoil-cement roads. =700 1\$aYao, Zhanyong,$eauthor. =700 1\$aSong, Xiuguang,$eauthor. =700 1\$aJiang, Hongguang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 2.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180842.htm =LDR 03393nab a2200421 i 4500 =001 JTE20190861 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190861$2doi =037 \\$aJTE20190861$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS623 =082 04$a631.45$223 =100 1\$aLiang, Fayun,$eauthor. =245 10$aAn Experimental Investigation on the Mechanism of Contact Erosion in Levee Foundations Considering the Characteristics of Particle Shape and Flow Field /$cFayun Liang, Li Zhang, Chen Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aInternal erosion is one of the most critical contributing factors for levee failures. Contact erosion, as a type of internal erosion, dominants when the seepage flow direction is parallel with the interface between coarse and fine soil layers. As is often the case beneath the foundation of a levee or at the top of clay core in an embankment dam, contact erosion can induce continuous transport of fine particles. Consequently, these water-retaining structures may collapse. To mitigate such potential hazards, the condition for initiation and progression of contact erosion should be investigated. In this research, the characteristics of contact erosion within cohesionless soils are presented visually by means of a newly devised apparatus. Two types of transparent coarse particles, namely quartz rubble and glass bead, are incorporated in two tests to study the effect of hydraulic conditions and particle shape on the initiation of contact erosion. The occurrence of contact erosion is captured qualitatively by snapshots, and the variation of soil sample configuration and flow lines are monitored by a stationary camera. Quantitative measurements are also conducted. Hydraulic gradients, turbidity, eroded mass, and inlet water pressure are recorded. The results provide insight into the influence of flow condition and particle shape on the occurence of contact erosion. The initiation and progression of contact erosion are governed by both hydraulic conditions and pore morphology. The latter is more crucial. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aSoil erosion. =700 1\$aZhang, Li,$eauthor. =700 1\$aWang, Chen,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190861.htm =LDR 03340nab a2200433 i 4500 =001 JTE20190841 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190841$2doi =037 \\$aJTE20190841$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA654 =082 04$a624.1/76$223 =100 1\$aPeng, Erxing,$eauthor. =245 10$aUndrained Responses of Partially Saturated Sand Induced by Biogas under Dynamic Cyclic Loading /$cErxing Peng, Yu Sheng, Xiaoying Hu, Dingwen Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aDesaturation denotes a methodology used to mitigate sand liquefaction. Signifying a new form of material, biogas is deemed more feasible for the purpose of desaturation. The present study entailed the adoption of a microbial denitrification process for generating nitrogen gas to induce specimens that are partially saturated. These specimens were utilized for the consolidated undrained triaxial tests performed isotropically. Based on a simplified process concerning the evaluation of liquefaction, the study provided the crucial degree of saturation for determining its minimum degree for averting liquefaction under varying intensities of earthquake. According to test findings, the soils' liquification resistance grows with an increase in the saturation degree. The number of loading cycles used for initializing liquefaction increases to 34 cycles from 18 cycles under undrained asymmetricity as the extent of saturation reduces to 95.9 % from 100 % when the similarity of stress ratio is observed. Furthermore, the ratio of liquification resistance goes up in a linear pattern initially as the degree of saturation decreases. Meanwhile the ratio declines as the relationship becomes increasingly nonlinear. As a result, there is a gradual reduction in liquefaction resistance as the magnitude of earthquake rises, with a decline in the critical saturation degree. Notably, the extent of this decline is predicated on the relative density. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aMaterials$xDynamic testing. =700 1\$aSheng, Yu,$eauthor. =700 1\$aHu, Xiaoying,$eauthor. =700 1\$aZhang, Dingwen,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190841.htm =LDR 03343nab a2200421 i 4500 =001 JTE20190829 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190829$2doi =037 \\$aJTE20190829$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.16$223 =100 1\$aTong, Liwei,$eauthor. =245 10$aDEM Simulations of Energy Dissipation in Sand under Static and Cyclic Loading /$cLiwei Tong, Yan Gao, Yu-Hsing Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this study, numerical simulations by the discrete element method were carried out to examine the characteristics of energy dissipation in sand. In the simulations of static biaxial tests of loose and dense samples, it was found that the applied boundary work is either stored in the strain energy or dissipated through interparticle friction when viscous energy loss is not considered. At the critical state, the boundary work balances out the frictional loss and the strain energy ceases to increase. The release of frozen strain energy can be readily seen in the dense sample when the sample is sheared to dilation and under a strain softening response. In the simulations of cyclic simple shear tests at small strains from 6×10 -6 to 1.5×10 -4 , both frictional and viscous energy losses were considered. The simulated damping ratio and associated shear modulus can be obtained from two methods: traced energy and the resulting hysteresis loop. These two methods render almost identical results. The simulation can reproduce similar responses like the experimental findings in both shear modulus and damping ratio at different confining pressures, strain levels, and strain rates. It is found that not only the lost energy but also the stored energy, which is related to the associated shear modulus, can significantly affect the response of the damping ratio. In addition, the frictional loss mainly takes place in the weak force network, but the viscous energy is quite evenly distributed in the strong and weak force networks. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aMetals$xTesting. =700 1\$aGao, Yan,$eauthor. =700 1\$aWang, Yu-Hsing,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190829.htm =LDR 03718nab a2200397 i 4500 =001 JTE20190819 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190819$2doi =037 \\$aJTE20190819$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC928.6 =082 04$a551.68$223 =100 1\$aYao, Z. X.,$eauthor. =245 10$aExperimental Study of the Performance Characteristics of Sandy Soil Debris Flow under the Effect of Artificial Rainfall /$cZ. X. Yao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe mechanisms and dynamic processes that drive debris flows are complex and require a multidisciplinary approach to study. A major component of debris flow is soil-water interaction, which is difficult to examine internally in a slope but can be studied using physical tests. In this paper, the results of a debris flow experiment in sandy soil are presented, with the aim of studying the performance of such soil when subjected to artificial rainfall. The method involves advanced data acquisition techniques, image measurement, and image analysis. The results show that the debris flow undergoes backward sliding failure in layers and blocks and has a large impact force. The failure can be divided into four stages: rainwater infiltration, start-up, main failure, and postfailure. The characteristic parameters, such as sand displacement, soil particle velocity, pore water pressure, and particle long-axis orientation, are analyzed. We show that the essential processes of sliding failure are hierarchical: sliding failure develops from a mesoscopic slope, followed by formation of a potential sliding surface in the sandy soil when subjected to rainfall, and ultimately a local sliding mass forms. Particle collision and separation can also be observed, along with expansion of the sliding mass until the debris flow occurs at the macroscopic scale. In practice, the complex soil-water interactions are hidden within the debris flow, which means that when monitoring and providing warnings of debris flows it will be necessary to examine global deformation, key local movement, and external deformation that occurs with changes in soil-water parameters for prediction purposes. This is over and above monitoring of conventional surface subsidence. This work provides an experimental method for studying other kinds of soil debris flow mechanisms, including key physical parameters, and may also be useful for developing engineering treatment and early warning systems. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aRain-making. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190819.htm =LDR 03559nab a2200445 i 4500 =001 JTE20200248 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200248$2doi =037 \\$aJTE20200248$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTC77 =082 04$a712$223 =100 1\$aSun, Lianyong,$eauthor. =245 10$aField Tests and Three-Dimensional Semi-Analytical Boundary Element Method Analysis of a Row of Holes as Active Barrier in Saturated Soil /$cLianyong Sun, Gang Shi, Mingyu Li, Junwei Jin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (22 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe adverse effects of ground vibrations can be eliminated or prevented by installation of various types of wave barriers, such as a row of holes. The analysis is accomplished with the aid of a series of field experiments and numerical simulation. Three-dimensional semi-analytical boundary element models are established to use a row of holes as active wave barrier to isolate the ground vibrations generated by the machine foundation laid on the surface of saturated soil foundation, and the effects of the model parameters on isolation effectiveness are investigated and discussed in detail. A simple single program multiple data parallel algorithm is developed with the aid of Matlab software to increase calculating efficiency. The results show that a row of holes can isolate the ground vibrations successfully. Increasing the radius and the depth and decreasing the net spacing between two successive holes can all result in an increase in the screening effectiveness. According to the results, it is suggested in the design that the hole radius should take the value of 0.1∼0.15 λR (λR is the Rayleigh wave length), and the hole depth and the net spacing should take the value no more than 1.0λR and 0.1λR, respectively. Moreover, the distance between the machine foundation and barrier can affect the screening effectiveness, and the larger the distance is, the poorer the screening effectiveness is. The number of holes in a row has less effect on the screening effectiveness. However, the bigger the number of holes in a row is, the larger the screening zone behind the barriers is. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aSoil moisture. =650 \0$aSoil mechanics$xMathematical models. =700 1\$aShi, Gang,$eauthor. =700 1\$aLi, Mingyu,$eauthor. =700 1\$aJin, Junwei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200248.htm =LDR 03599nab a2200469 i 4500 =001 JTE20200048 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200048$2doi =037 \\$aJTE20200048$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA787 =082 04$a624.154$223 =100 1\$aCui, Xin-zhuang,$eauthor. =245 10$aApproximate Experimental Simulation of Clogging of Pervious Concrete Pile Induced by Soil Liquefaction during Earthquake /$cXin-zhuang Cui, Qing Jin, She-qiang Cui, Jiong Zhang, Xiao-ning Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIt has been reported by previous studies that the pervious concrete pile (PCP) has the advantages of high permeability and strength as a novel ground-improvement technology. However, during an earthquake, the liquefied soil particle is bound to migrate into the PCP under the excess pore water pressure because of dynamic stress. This leads to the clogging of PCP. In this study, a permeability test system for an approximate simulation of this clogging is presented. The experimental results obtained by employing this system were reported and validated. In order to gain insight into the clogging caused by earthquake, the effects of the porosity on pervious concrete were evaluated. Clogging that accounted for the acceleration peak, the frequency, and the duration of vibration were characterized. The thickness of the impervious layer of ground surface and the pile spacing on the clogging were studied as well. Results show that within the scope of this study, the clogging of PCP is significantly related to the aforementioned factors. In addition to the thickness of the impervious soil layer, the clogging becomes more obviously with the increase of the other five factors. However, the overlarge values of some factors, such as the porosity of pervious concrete, the acceleration peak, and the frequency/duration of vibration, cannot obviously aggravate the clogging of pervious concrete. Based on the experimental evidence, a preliminary dynamic clogging model is proposed, which is helpful for the design of PCP composite foundation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aConcrete construction. =650 \0$aPiling (Civil engineering) =650 \0$aConcrete piling. =700 1\$aJin, Qing,$eauthor. =700 1\$aCui, She-qiang,$eauthor. =700 1\$aZhang, Jiong,$eauthor. =700 1\$aZhang, Xiao-ning,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200048.htm =LDR 02967nab a2200457 i 4500 =001 JTE20190842 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190842$2doi =037 \\$aJTE20190842$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1815 =082 04$a681.25$223 =100 1\$aXing, Xiangyang,$eauthor. =245 10$aEffects of Bending Radius and Fiber-Crack Angle on Polymer Optical Fiber Loss for Potential Application in Pavement Crack Monitoring /$cXiangyang Xing, Jiupeng Zhang, Ling Wang, Jianzhong Pei, Xu Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis paper investigates the potential of polymer optical fiber (POF) in pavement crack monitoring. Firstly, the critical radius of macrobending and microbending of POF was analyzed theoretically. Then, the relationship between the bending loss and the bending radius was established and verified by experiments, and a reasonable bending radius was recommended. Subsequently, the POF was fixed on a simulated pavement with various fiber-crack angles, and the effect of fiber-crack angles on light loss was analyzed. The results showed that the optical loss decreased exponentially with the increase of the bending radius when the bending radius was less than 8 mm, but it changed slowly when the bending radius was more than 8 mm. The output optical power value was related to the initial fiber-crack angle and the bending radius. Under the same bending radius, the optical loss became greater if the initial fiber-crack angle was smaller. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aOptical fiber detectors. =650 \0$aPolymers$xOptical properties. =700 1\$aZhang, Jiupeng,$eauthor. =700 1\$aWang, Ling,$eauthor. =700 1\$aPei, Jianzhong,$eauthor. =700 1\$aChen, Xu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190842.htm =LDR 02567nab a2200409 i 4500 =001 JTE20190801 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190801$2doi =037 \\$aJTE20190801$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a620.136$223 =100 1\$aXu, Juncai,$eauthor. =245 10$aDetection of Concrete Structural Defects Using Impact Echo Based on Deep Networks /$cJuncai Xu, Xiong Yu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aDeep learning is widely used in image processing, which significantly improves the performance of image classification detection. Based on the current status of concrete structure defect detection technology, this experimental study on the detection of concrete structure defects using impact echo was conducted. Focusing on the unsteady features of the impact echo signal, we adopted wavelet transforms at different scales to extract the wavelet spectrum. At the same time, the convolution and subsample operation were combined to establish the recognition system of concrete structure defect detection based on the deep learning network. The research results show that this system can accurately recognize defects in the concrete structure and has high detection accuracy in the concrete structure assessment process. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aConcrete. =700 1\$aYu, Xiong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190801.htm =LDR 02959nab a2200445 i 4500 =001 JTE20190859 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190859$2doi =037 \\$aJTE20190859$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1001.5 =082 04$a388.40722$223 =100 1\$aWu, Jianqing,$eauthor. =245 10$aAutomatic Vehicle Tracking with LiDAR-Enhanced Roadside Infrastructure /$cJianqing Wu, Yongsheng Zhang, Yuan Tian, Rui Yue, Hongbo Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aVehicle tracking technology is a prerequisite for the connected-vehicle (CV) system. However, a mixture of CV and unconnected vehicles will be under normal conditions on roads in the near future. How to obtain the real-time traffic status of unconnected vehicles remains a challenge for traffic engineers. The roadside Light Detection and Ranging (LiDAR) sensor provides a solution for collecting real-time high-resolution micro traffic data of all road users (CV and unconnected vehicles) This article developed a systematic procedure for vehicle tracking using the roadside LiDAR sensors. The procedure can be divided into five major parts: point registration, background filtering, point clustering, object classification, and vehicle tracking. For each step, the corresponding data processing algorithms were provided. A field test was conducted to evaluate the performance of the proposed method. Compared to the state-of-the-art method, the proposed methods can track vehicles with higher accuracy and lower computation loads. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aAutomobile driving simulators. =700 1\$aZhang, Yongsheng,$eauthor. =700 1\$aTian, Yuan,$eauthor. =700 1\$aYue, Rui,$eauthor. =700 1\$aZhang, Hongbo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190859.htm =LDR 02929nab a2200433 i 4500 =001 JTE20190828 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190828$2doi =037 \\$aJTE20190828$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP1180.P8 =082 04$a668.4225$223 =100 1\$aLiao, Gongyun,$eauthor. =245 10$aDamage Evaluation of Poro-Elastic Road Surface with Low Polyurethane Content /$cGongyun Liao, Laura Soares, Hao Wang, Kongqing Qi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study aims to evaluate the damage evolution of poro-elastic road surface with low polyurethane content (PERS-LPC) subjected to cyclic loading with two new damage indicators. A cyclic loading test and dynamic modulus test were conducted on nine different PERS-LPC specimens to develop stress-strain hysteresis curves. The variations of curve perimeter (ΔP) and the enclosed area during the unloading period (ΔA) were proposed to evaluate damage evolution of PERS-LPC specimen as compared with the existing damage indicators. X-ray computed tomography scanning images were obtained to verify the damage evolution within PERS-LPC specimens. The results showed that damage evolution of the PERS-LPC specimen could be captured by the proposed ΔP and ΔA indicators. The PERS-LPC mixture with a low amount of rubber granule (25 %) and polyurethane (4 % by total mass of rubber and aggregate) and 20 % air void exhibited good damage resistance. The study findings can be used to optimize the composition of low-cost PERS-LPC mixtures for durable design. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aPolyurethanes$xTesting. =700 1\$aSoares, Laura,$eauthor. =700 1\$aWang, Hao,$eauthor. =700 1\$aQi, Kongqing,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190828.htm =LDR 03065nab a2200421 i 4500 =001 JTE20190889 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190889$2doi =037 \\$aJTE20190889$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE251 =082 04$a625.8$223 =100 1\$aZhang, Jiong,$eauthor. =245 10$aSediment Transport over a Pervious Pavement under Surface Runoff: Mesoscopic Experiment and Modeling /$cJiong Zhang, Pascal Dupont, Mustapha Hellou. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPervious pavements provide good drainage and noise reduction capability. However, once the pore is clogged, the drainage capacity will be greatly reduced. A simplified mesoscopic model is presented in order to uncover the phenomenon of sediment transport and ingress into the pores of a permeable pavement with surface flow. In this study, the influences of slope, water inflow, sediment particle size, and infiltration on the sediment transport and clogging of pervious pavement are systematically studied. The test results show that with the increase of slope, sediment size, and inflow rate, the clogging risk generally decreases, while with the increase of seepage, the clogging risk increases. For larger slope, sediment size, and inflow rate, a larger sediment transport rate can be observed on porous pavement. Furthermore, the dynamic characteristics of sediment transport are also studied by a three-dimensional coupling model of computational fluid dynamics-a discrete element method. The results show that the fluid-solid coupling numerical model used in this study can be used as an effective simulation method for studying sediment transport inside and outside the pervious pavement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aPavements$xDesign and construction. =700 1\$aDupont, Pascal,$eauthor. =700 1\$aHellou, Mustapha,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190889.htm =LDR 02804nab a2200409 i 4500 =001 JTE20190900 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190900$2doi =037 \\$aJTE20190900$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a620.136$223 =100 1\$aFan, Ziyuan,$eauthor. =245 10$aA Study on Fatigue Behaviors of Concrete under Uniaxial Compression: Testing, Analysis, and Simulation /$cZiyuan Fan, Yongming Sun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe fatigue damage of concrete is an important reason for cracking and failure. To comprehensively study fatigue behaviors of concrete under uniaxial compression, cylindrical specimens with two different strength levels were made for cyclic loading tests. The evolution of fatigue process was detected via sensors, strain gages, and an X-ray computed tomography (CT) scanner. Parameters of fatigue life, deformation, internal cracks, and strength under different stress levels are analyzed based on measurements. The stress-cyclic number ( S-N ) equation is also given. Then, the fatigue damage parameter D is used to evaluate the status of damage. Additionally, a finite element modeling approach is developed based on the CT images to simulate the evolution of fatigue cracks within concrete specimens. With results of both macroscopic and microscopic analysis, the fatigue failure mechanism of concrete is expounded. The analysis results of this paper can provide a basis for the safety assessment for concrete structures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aConcrete. =700 1\$aSun, Yongming,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190900.htm =LDR 03426nab a2200445 i 4500 =001 JTE20180959 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180959$2doi =037 \\$aJTE20180959$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA297 =082 04$a518$223 =100 1\$aKim, Yong-Gun,$eauthor. =245 10$aA Study on the One-Dimensional Flood Numerical Analysis Method in Open Channels of Cascade Barrage Network /$cYong-Gun Kim, Pyol Kim, Myong-Bong Jo, Song-Nam Oh, Chung-Hyok Paek. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (25 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aFlood propagation in a river that has a network of cascade barrages is greatly influenced by the operation of the barrage floodgates that are upstream and downstream in the river. In this article, an effective flood numerical analysis method is proposed for evaluating the flood propagation process in the open channels under the complex real-time operation of floodgates at cascade barrages. The proposed model mainly uses the one-dimensional Saint-Venant equation (SVE), which incorporates upstream and downstream boundary process techniques that reflect real-time operation of floodgates and techniques for treatment of inner boundaries, such as flow of tributaries and confluence points. The real-time operation of floodgates includes the full open and partial open of floodgate in consideration of lift capacity of the crane according to time and automatic operation of floodgates for the optimal discharge considering influence of high tide and low tide. The proposed method has been validated by experiments in the Taedong River in the Democratic People's Republic of Korea, in which six barrages from upstream and downstream in this river are taken into account. Employing the proposed method, flood routing in the channels between barrages is analyzed during the period of flooding. The validation result demonstrates that the proposed method can successfully solve the problems that arise in the analysis of flood propagation in channels of the barrage network. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aNumerical analysis. =700 1\$aKim, Pyol,$eauthor. =700 1\$aJo, Myong-Bong,$eauthor. =700 1\$aOh, Song-Nam,$eauthor. =700 1\$aPaek, Chung-Hyok,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180959.htm =LDR 04381nab a2200445 i 4500 =001 JTE20190568 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190568$2doi =037 \\$aJTE20190568$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN690 =082 04$a620.1623$223 =100 1\$aSouza, Danilo Eduardo Fonseca,$eauthor. =245 10$aAn Alternative Method for the Invariant Threshold Force Evaluation in Incremental Step Loading Tests /$cDanilo Eduardo Fonseca Souza, José Eduardo Silveira Leal, Waldek Wladimir Bose Filho, Rosenda Valdés Arencibia, Sinésio Domingues Franco. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aHydrogen embrittlement (HE) affects the main groups of metal alloys used in the industry, varying from steels to nickel-based corrosion-resistant alloys. It is estimated that 25 % of failures that occur in the oil and gas industry is caused by fracture associated with hydrogen. The incremental step loading (ISL) technique, put forward by ASTM F1624-18(2018), Standard Test Method for Measurement of Hydrogen Embrittlement Threshold in Steel by the Incremental Step Loading Technique , has been widely used for HE susceptibility evaluation. However, testing metallic materials, other than steels with hardness lower than 33 HRC, following the ASTM F1624 method proved that the invariant threshold force ( Pth ) determination is not possible. It was observed that the Inconel 718 under certain experimental conditions did not reach the advised 5 % of the fast fracture strength, PFFS , force drop as this material has a low crack growth rate because of its high ductility and low hydrogen diffusivity. Although another force drop value could be adopted, it would still be an arbitrarily defined value that could not be applied to other materials without further study. To overcome this problem, a robust and efficient method of easy implementation was developed and validated. The new approach considers the relative variation, V, Δ, F, , ¯, , , , , , associated with the difference between the input force (set point value) and the measured force as an alternative to a notch fracture strength force drop percentage. This method does not contradict the ASTM F1624 determinations as it too is based on the force drop values. The Pth values obtained for the AISI 4140 steel using the ASTM F1624 standard corroborate the values obtained based on the proposed method. This method allows the assessment of the Pth values in Inconel 718, as they were corroborated by crack nucleation observations at the notch root using a high-resolution scanning electron microscopy after the ISL tests. The obtained results show that the proposed method proved to be robust, efficient, and of easy implementation. Thus, it can be used as an alternative to the Pth evaluation of steels with a hardness less than 33 HRC and for metallic materials not covered by the ASTM F1624 standard. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aMetals$xHydrogen embrittlement. =700 1\$aLeal, José Eduardo Silveira,$eauthor. =700 1\$aFilho, Waldek Wladimir Bose,$eauthor. =700 1\$aArencibia, Rosenda Valdés,$eauthor. =700 1\$aFranco, Sinésio Domingues,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190568.htm =LDR 03615nab a2200445 i 4500 =001 JTE20180081 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180081$2doi =037 \\$aJTE20180081$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN730 =082 04$a669.1$223 =100 1\$aLi, Huiping,$eauthor. =245 10$aAnalysis of Phase Transformation and Mechanical Properties of 55CrMo Steel during Induction Hardening /$cHuiping Li, Weilu Zhou, Haijuan Liu, Zhichao Li, Lianfang He. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTo optimize the parameters of induction hardening and improve the surface hardness distribution of ball screw, the effects of the induction heating temperature on the microstructure and mechanical properties of 55CrMo steel were investigated. The specimens were heated up to 800°C, 850°C, 900°C, 950°C, 1,000°C, or 1,100°C by the induction heating power supply. Microstructural characterization of specimens was performed using an optical microscope and a high-resolution scanning electron microscope. The volume fraction of the retained austenite was measured using an X-ray diffractometer. The mechanical properties were evaluated by a microhardness tester and an electronic universal testing machine. The results show that the volume fraction of martensite in the hardened specimen increases with the increasing of heating temperature. A mixed microstructure consisting of ferrite+pearlite, bainite, and martensite is produced because of the nonfully and nonuniform austenitic state of original microstructure as the heating temperature is at 800°C. A full martensite can be produced as the heating temperature is more than 850°C. The volume fraction of retained austenite in the hardened specimen is lower when the heating temperature is in the range of 850°C-950°C; nonetheless, the volume fraction of retained austenite increases, and the tensile strength of the specimen reduces with the increasing of the heating temperature when the heating temperature is more than 950°C. The 55CrMo steel has good microstructure and mechanical properties and can meet the requirements of ball screw when the induction heating temperature is in the range of 850°C-950°C. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aSteel$xMetallurgy. =700 1\$aZhou, Weilu,$eauthor. =700 1\$aLiu, Haijuan,$eauthor. =700 1\$aLi, Zhichao,$eauthor. =700 1\$aHe, Lianfang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180081.htm =LDR 03581nab a2200481 i 4500 =001 JTE20180533 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180533$2doi =037 \\$aJTE20180533$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS591 =082 04$a628.55$223 =100 1\$aXu, Jian,$eauthor. =245 10$aCement-Improved Wetting Resistance of Coarse Saline Soils in Northwest China /$cJian Xu, Yanfeng Li, Songhe Wang, Jianwei Ren, Jiulong Ding, Qinze Wang, Dongxing Cheng, Fan Yu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (26 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWetting-induced collapse of coarse saline soil foundations is a frequently encountered problem in the inland basin of Northwest China, but this particular behavior and relevant treatment have not been given adequate attention. Specimens treated by silicate cement were used in wetting collapse testing at conventional foundation loads, with five cement contents and four curing durations considered. The results indicate that in the case of no curing, the collapsible deformation during wetting declines at higher cement contents, and a stepwise development of deformation was noticed over the wetting duration. Specimens treated by cement after curing exhibit a decrease in the compressive deformation during wetting, and part of them show volume expansion instead. The complex hydrolysis and hydration reaction of cement in the process of curing primarily accounts for this. Moreover, the collapsibility coefficient varies within a narrow range in the noncuring case, proving the limited influence of cement inclusion; however, a gentle range, from 2.0 to 4.0 %, can be found after curing, beyond which it slightly varies. An elastoplastic model was established, incorporating a variable boundary seepage equation, and was then used for modeling a field immersion test. The rationality of the model was verified by comparing the measured and simulated results, including the degree of saturation and vertical displacement. The optimal depth and width for cement treatment was discussed in view of the practical engineering. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aSoils, Salts in. =700 1\$aLi, Yanfeng,$eauthor. =700 1\$aWang, Songhe,$eauthor. =700 1\$aRen, Jianwei,$eauthor. =700 1\$aDing, Jiulong,$eauthor. =700 1\$aWang, Qinze,$eauthor. =700 1\$aCheng, Dongxing,$eauthor. =700 1\$aYu, Fan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180533.htm =LDR 03043nab a2200457 i 4500 =001 JTE20180769 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180769$2doi =037 \\$aJTE20180769$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC189.5 =082 04$a531.1134$223 =100 1\$aLiang, Huazhuo,$eauthor. =245 10$aCharacteristics of Forces in Plane Polishing Based on the Magnetorheological Effect with Dynamic Magnetic Fields Formed by Rotating Magnetic Poles /$cHuazhuo Liang, Qiusheng Yan, Jisheng Pan, Bin Luo, Jiabin Lu, Xiaowei Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAiming at the process of magnetorheological (MR) polishing, we analyzed the characteristics of polishing forces (normal force [ Fn ] and tangential force [ Ft ]) in a machining process by using the Kistler 9171A 3-d rotating dynamometer. The influences of rotation speeds of magnetic poles and the workpiece, abrasive concentration, concentration of carbonyl iron powders, working gaps, and deflection distance of the workpiece on MR polishing forces with dynamic magnetic fields were investigated. The results showed that polishing forces of polishing pads with static magnetic fields were significantly attenuated. For MR polishing pads under a dynamic magnetic field, polishing force signals showed remarkable changes in dynamic stability. Polishing forces Fn and Ft decreased with the increased rotation speeds of the workpiece and working gaps, increased with concentrations of abrasives and carbonyl iron powders, and slightly increased with the deflection distance of the workpiece. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aMaterials$xMagnetic properties. =700 1\$aYan, Qiusheng,$eauthor. =700 1\$aPan, Jisheng,$eauthor. =700 1\$aLuo, Bin,$eauthor. =700 1\$aLu, Jiabin,$eauthor. =700 1\$aZhang, Xiaowei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180769.htm =LDR 03747nab a2200469 i 4500 =001 JTE20190639 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190639$2doi =037 \\$aJTE20190639$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a620.136$223 =100 1\$aZhu, Hongguang,$eauthor. =245 10$aCharacterization of Freeze-Thaw Resistance of New-to-Old Concrete Based on the Ultrasonic Pulse Velocity Method /$cHongguang Zhu, Jingchong Fan, Cheng Yi, Hongqiang Ma, Hongyu Chen, Jing Shi, Xiaonan Xu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe adhesive interface in new-to-old concrete widely occurs in the concrete structure, and the adhesion assessment for freeze-thaw (F-T) resistance is hardly focused on. To evaluate the F-T resistance of adhesive interfaces in new-to-old concrete with a nondestructive method, this experiment was conducted with ultrasonic pulse velocity (UPV) Specimens with the same natural roughness were obtained using three-dimension printing technology. The surface roughness was measured via the sand replacement method. The traditional evaluation that the decrease of relative dynamic elastic modulus under 60 % represents the failure of concrete F-T resistance has a limitation in new-to-old concrete structures. A new characterization method of F-T resistance in adhesive interface for new-to-old concrete was proposed based on the variation trend of UPV in parallel direction (UPV-PD) and vertical direction (UPV-VD) The UPV-VD loss ratio had a three-stage characteristic and a steady phase, which was different from the loss ratio of splitting tensile strength in numerical value. The results showed that the UPV-PD loss ratio grew linearly in the process of F-T cycles. Moisture content was the dominant influence on the numerical difference. This difference can be eliminated based on a correction method. The variation trend of the UPV loss ratio in adhesive interfaces was similar to that of splitting tensile strength, and the obvious turning points appeared after similar F-T cycles. The characterization method of F-T resistance proposed in this article is applicable to evaluate the F-T resistance of adhesive interfaces in new-to-old concrete, which is also proved by splitting tensile test results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aConcrete. =700 1\$aFan, Jingchong,$eauthor. =700 1\$aYi, Cheng,$eauthor. =700 1\$aMa, Hongqiang,$eauthor. =700 1\$aChen, Hongyu,$eauthor. =700 1\$aShi, Jing,$eauthor. =700 1\$aXu, Xiaonan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190639.htm =LDR 02933nab a2200433 i 4500 =001 JTE20180598 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180598$2doi =037 \\$aJTE20180598$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.6 =082 04$a620.11292$223 =100 1\$aZhou, M. M.,$eauthor. =245 10$aCharacterization of Mechanical Properties of 3-D-Printed Materials Using the Asymmetric Four-Point Bending Test and Virtual Fields Method /$cM. M. Zhou, W. He, H. M. Xie, S. Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe virtual fields method (VFM) is an inverse method for characterizing the mechanical properties of materials that has the advantage that all constitutive parameters can be identified using one test. The accuracy of identification is mainly determined by the load configuration, deformation measurement, and virtual displacement fields. In order to promote the use of VFM, a new load configuration for the asymmetric four-point bending (4PB) test is proposed here. A virtual experiment was performed to examine the feasibility of the asymmetric 4PB test, where the configuration of the proposed test was optimized to achieve high identification accuracy. As an example of a practical application, the proposed method combined with moiré interferometry was used to characterize the constitutive parameters of stainless-steel materials fabricated by selective laser-melting 3-D printing. It was demonstrated that this method is suitable for characterizing the material properties of 3-D-printed materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aDeformations (Mechanics)$xMeasurement. =700 1\$aHe, W.,$eauthor. =700 1\$aXie, H. M.,$eauthor. =700 1\$aLiu, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180598.htm =LDR 03024nab a2200433 i 4500 =001 JTE20190593 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190593$2doi =037 \\$aJTE20190593$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620.1126$223 =100 1\$aBerke, Ryan B.,$eauthor. =245 10$aDamage Accumulation in a Novel High-Throughput Technique to Characterize High Cycle Fatigue /$cRyan B. Berke, Brandon A. Furman, Casey Holycross, Onome Scott-Emuakpor. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA multiple-insert carrier plate assembly has been developed to increase the throughput of vibration-based fatigue testing. Typically, in vibration-based fatigue testing, a cantilevered rectangular plate is excited in a high-frequency resonant mode until failure. In this manner, an S-N curve for bending fatigue can be constructed. The concept behind vibration-based fatigue testing has been improved by employing a U-shaped carrier plate and fastening multiple smaller specimens into the channel of the carrier plate, such that fatigue tests can be conducted in tandem. However, because of the presence of a variable stress field over the surface of the assembly, the strain in the specimens is unequal. To account for this unequal strain distribution, a framework is provided for estimating how damage accumulates within each specimen. Using this framework, the efficiency gained by adopting a multi-insert approach is evaluated. By optimizing the strategy with which specimens are replaced as they fail, a throughput 5.49 times greater than sequential testing is shown to be feasible. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aMaterials$xFatigue$xTesting. =700 1\$aFurman, Brandon A.,$eauthor. =700 1\$aHolycross, Casey,$eauthor. =700 1\$aScott-Emuakpor, Onome,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190593.htm =LDR 03902nab a2200445 i 4500 =001 JTE20180584 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180584$2doi =037 \\$aJTE20180584$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8$223 =100 1\$aGaspar, Matheus S.,$eauthor. =245 10$aEffect of Different Creep and Recovery Times on the MSCR Test for Highly Modified Asphalt Binder /$cMatheus S. Gaspar, Bianca Nogueira, Kamilla L. Vasconcelos, Leni F. M. Leite, Liedi L. B. Bernucci. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe development of the multiple stress creep and recovery (MSCR) test represented an improvement in the evaluation of the rutting susceptibility of asphalt binders. However, the creep and recovery times of the current test protocol (1 and 9 s, respectively) may not be adequate to predict performance under extremely heavy and slow traffic conditions or to allow full recovery of polymer-modified binders. Highly modified asphalt binders have been increasingly used in pavements under severe traffic and weather conditions, and, because of the higher polymer content in these materials, they can be more sensitive to variations in loading times and stresses. However, the influence of different loading times has not been investigated in detail for these materials yet. In this article, the effect of longer creep and recovery times on the MSCR test was evaluated for a highly modified asphalt binder, and the results were compared with those obtained for a neat asphalt binder and a regular styrene-butadiene-styrene (SBS) modified binder. Tests were carried out at the high performance grading temperature of each binder. and three situations were analyzed: (i) the increase of creep time to 2, 4, and 8 s; (ii) the increase of recovery time to 240 and 500 s; and (iii) the increase of both times simultaneously, to 2/18 s and 3/27 s. The highly modified binder analyzed was more susceptible to variation in creep and recovery times than the other binders and showed considerable increase in compliance due to nonlinear behavior, although there is no evidence that this was caused by the high polymer amount in this material. The results support the need of further investigation in this subject for future refinements in the MSCR test protocol and the specification criteria for slow or standing traffic, so that the susceptibility to longer loading times can be properly considered. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aAsphalt$xAdditives$xTesting. =700 1\$aNogueira, Bianca,$eauthor. =700 1\$aVasconcelos, Kamilla L.,$eauthor. =700 1\$aM. Leite, Leni F.,$eauthor. =700 1\$aB. Bernucci, Liedi L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180584.htm =LDR 03142nab a2200433 i 4500 =001 JTE20180389 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180389$2doi =037 \\$aJTE20180389$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC787.C6 =082 04$a539.77$223 =100 1\$aGüçlü, B.,$eauthor. =245 10$aEffect of Humeral Locking Plate System on Absorbed Energy in Breast Tissue with Different Radiological Energies Using MCNPX Code /$cB. Güçlü, E. E. Altunsoy, T. Manici, H. O. Tekin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study aimed to investigate the radiation absorption effects of the humeral locking plate system on breast tissue in different radiological energy ranges using MCNPX (Monte Carlo N-Particle Extended Transport Code System, version 2.6.0) general-purpose Monte Carlo code. In the present study, a novel MCNPX simulation setup has been generated considering the elemental mass fractions of investigated materials and biological structures. The validation of MCNPX simulation geometry used in this study has been provided by comparing the results with standard XCOM data for mass attenuation coefficients of Ti-6Al-4V alloy. A very good match between XCOM and MCNPX data has been achieved. Therefore, validated simulation input has been employed for further investigations of the present study. Our findings showed that the amount of absorbed energy that was measured in breast tissue with the humeral locking plate was higher than that without humeral locking plate for the same radiological energy value. Our results would be beneficial to use the present simulation technique and mass attenuation coefficients for radiation physics and medical applications, especially for assessments of breast cancer risk. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aRadiation$xMeasurement. =700 1\$aAltunsoy, E. E.,$eauthor. =700 1\$aManici, T.,$eauthor. =700 1\$aTekin, H. O.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180389.htm =LDR 03483nab a2200433 i 4500 =001 JTE20190770 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190770$2doi =037 \\$aJTE20190770$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1071 =082 04$a621.822$223 =100 1\$aZhang, Yimin,$eauthor. =245 10$aEffect of Inertia Forces on Contact State of Ball Bearing with Local Defect in Outer Raceway /$cYimin Zhang, Hongchuan Cheng, Wenjia Lu, Zhou Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aBased on the de Mul bearing model, a five-degrees-of-freedom quasi-static model with local defect is proposed, after which its validity is verified. The inertial force of the ball will affect the contact state between itself and the raceway, thus affecting the mechanical properties of the bearing. Taking centrifugal force and gyro moment as analysis objects, the effect of their single action on bearing contact state is studied. The results of this study show that the centrifugal force and gyro moment of the ball will increase with an increase in bearing rotation speed. Ignoring centrifugal force, the normal load between the ball and raceways increases slightly with the increase of gyro torque, while the contact angle almost remains unchanged. Ignoring gyro moment, with the increase of centrifugal force, there is an increase in the normal load between the ball and outer raceway and a decrease in contact angle. On the other hand, the normal load between the ball and inner raceway decreases, whereas there is an increase in contact angle. In comparison to centrifugal force, gyro torque has less influence on bearing contact angle and load distribution. When a ball enters into the defect, it will be partially or completely unloaded. Thereafter, the unloaded load will be distributed to the adjacent balls, the load will be redistributed, and the mechanical properties of the bearing will be completely changed. In addition to revealing the action mechanism of centrifugal force and gyroscopic moment, this work provides a theoretical basis for the mechanical research of high-speed bearing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aBall-bearings. =700 1\$aCheng, Hongchuan,$eauthor. =700 1\$aLu, Wenjia,$eauthor. =700 1\$aYang, Zhou,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190770.htm =LDR 02892nab a2200433 i 4500 =001 JTE20190847 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190847$2doi =037 \\$aJTE20190847$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS592.3 =082 04$a631.43$223 =100 1\$aBaghali, Hamed,$eauthor. =245 10$aEffect of Soil Moisture and Granulometry on Soil Conditioning for EPB-TBM Tunneling: Case Study /$cHamed Baghali, Hamid Chakeri, Mohammad Sharghi, Daniel Dias. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aEarth pressure balance tunnel boring machines are commonly used to excavate tunnels in soft soils. These types of machines use conditioning agents that permit changing the mechanical and hydraulic behavior of the soil and help to form a plastic paste. Conditioning is therefore the key point to explain the increasing number of applications of this technology in many different types of soils. The aim of this study is to investigate soil parameters (foam injection ratio (FIR), foam expansion ratio (FER), soil moisture content, and the percentage of fine-grained soil) to reach an optimum slump test in the range between 15 and 20 cm. In general, it was found that by increasing the soil moisture content, the FIR decreased to achieve the optimum slump, and also by increasing the percentage of fine-grained at a constant moisture content, the FIR increased to reach the optimal slump. This study has also permitted a comparison with field data from the Tabriz urban railway line 2 project. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aSoil moisture. =700 1\$aChakeri, Hamid,$eauthor. =700 1\$aSharghi, Mohammad,$eauthor. =700 1\$aDias, Daniel,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190847.htm =LDR 03364nab a2200457 i 4500 =001 JTE20190885 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190885$2doi =037 \\$aJTE20190885$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.32 =082 04$a620.112$223 =100 1\$aLi, Shanshan,$eauthor. =245 10$aEquivalence of Friction and Viscous Damping in a Spring-Friction System with Concave Friction Distribution /$cShanshan Li, Biao Wei, Hao Tan, Chaobin Li, Xiaomiao Zhao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (24 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWith the aim of unifying the damping concept and evaluating the amount of damping in a structure, this paper investigates whether friction action can be equivalent to traditional viscous damping. The research focused on purely concave friction distribution cases, uniform friction distribution cases, and their combination cases in a spring-friction isolation system. The dynamic responses of a numerical method using friction action were compared with those of another numerical methods using equivalent viscous damping under sine wave ground motions. The comparison of results shows that the friction action can be converted to the equivalent viscous damping action with some errors by using an equation. The conversion accuracy of uniform friction distribution cases using the first term of the equation is much worse than that of the purely concave friction distribution cases using the second term of the equation. The reason for this being that the uniform friction distribution can prevent the structure from sliding back to its center after the ground motion; however, the viscous damping action does not have such a negative function. The comparison errors, between using the friction action and using the equivalent viscous damping, are directly proportional to the ratio of the component of uniform friction distribution to the component of purely concave friction distribution. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aDamping (Mechanics) =650 \0$aInternal friction. =700 1\$aWei, Biao,$eauthor. =700 1\$aTan, Hao,$eauthor. =700 1\$aLi, Chaobin,$eauthor. =700 1\$aZhao, Xiaomiao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190885.htm =LDR 03888nab a2200409 i 4500 =001 JTE20200036 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200036$2doi =037 \\$aJTE20200036$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ840 =082 04$a621.93$223 =100 1\$aNair, Anish,$eauthor. =245 10$aEvaluation and Optimization of Geometric Deviations in Abrasive Water Jet Profile Cutting of Inconel 617 /$cAnish Nair, Somasundaram Kumanan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aInconel 617, an extremely hard-to-machine nickel-based superalloy, is used for high-temperature applications in ultra-supercritical power plants for components like headers, pipes, and turbine blades. Conventional machining of superalloys has been widely explored and is plagued by productivity and quality issues. Nontraditional processing is seen as an effective alternative, and abrasive water jet is a capable method. Optimization involving weighted principal components and a genetic algorithm is detailed for the abrasive water jet process. Water pressure, abrasive mass flow, stand-off distance, and traverse speed are the predominant factors affecting the process. Performance characteristics are material removal rate and surface roughness. Geometric deviations like circularity, cylindricity, perpendicularity, and parallelism, which are mostly neglected, have been investigated. Analysis of variance has been reported indicating the predominant factors. Geometric deviations are consolidated into a geometric index using weighted principal components. Simultaneous multiresponse optimization is performed using multi-objective genetic algorithm and a Pareto-front. From the Pareto-front a geometric index of 0.02036 was obtained at water pressure of 266.03 MPa, standoff distance of 4.27 mm, abrasive mass flow of 0.41 kg/min, and traverse speed of 58.98 mm/min. Material removal rate of 495.42 mm 3 /min was obtained at water pressure of 266.29 MPa, standoff distance of 4.48 mm, abrasive mass flow of 0.40 kg/min, and traverse speed of 63.11 mm/min. Surface roughness of 6.6364 Μm was obtained at water pressure of 266.43 MPa, standoff distance of 4.43 mm, abrasive mass flow of 0.42 kg/min, and traverse speed of 57.48 mm/min. The sets obtained are a compromise between the different output values and provide an optimal parameter setting for the abrasive water jet process. This tool is essential when a large database is available, and it could be used to obtain a set of solutions based on the different machining characteristics that are required from the process. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aWater jet cutting. =700 1\$aKumanan, Somasundaram,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200036.htm =LDR 03529nab a2200445 i 4500 =001 JTE20180707 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180707$2doi =037 \\$aJTE20180707$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA705 =082 04$a624.151$223 =100 1\$aLiu, Xiaoyan,$eauthor. =245 10$aExperimental Analysis on Creep Properties of Frozen Silty Mudstone Considering Conservation of Energy /$cXiaoyan Liu, Lulu Liu, Zhe Li, Zhaoming Yao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe artificial ground freezing method is a dominant technique during the construction of massive coal mines and tunnels. The comprehensive understanding of creep properties, especially the accelerating creep process of frozen soft rock, can provide significant guidance regarding the excavation of the soft rock layer. In this article, a series of uniaxial compression tests and creep tests of silty mudstone samples was conducted. In conjunction with the experimental data, the creep properties of frozen silty mudstone at transient, steady, and accelerating creep stages are discussed in detail. Furthermore, based on the conservation of energy, a winding element is introduced to modify the classical Nishihara model, which reveals that the modified Nishihara model not only presents the creep-damage properties of frozen silty mudstone at the accelerating creep stage but also describes the primary and stationary creep stages accurately. Moreover, the fitted results using the modified Nishihara model are in good agreement with the test results. Ultimately, the results of sensitivity analyses corroborate that small changes in the stress level can cause large changes in the failure time. At the accelerating creep stage, the axial strain rate increases more rapidly when the coefficient winding element is small, causing a shorter time to approach failure. This modified creep model can present a theoretical basis for further revealing the objective law of rock creep and can provide an important reference for the safety assessment of coal mine and tunnel construction using the artificial ground freezing method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aSoil mechanics. =650 \0$aRock mechanics. =700 1\$aLiu, Lulu,$eauthor. =700 1\$aLi, Zhe,$eauthor. =700 1\$aYao, Zhaoming,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180707.htm =LDR 02743nab a2200445 i 4500 =001 JTE20190748 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190748$2doi =037 \\$aJTE20190748$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL709 =082 04$a629.133349$223 =100 1\$aShang, Wenqian,$eauthor. =245 10$aFirewater Monitor Trajectories Based on Jet Expansion and Dynamic Breakup Model /$cWenqian Shang, Xintian Liu, Minghui Zhang, Yang Qu, Yansong Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe primary objective of this study was to establish a model for predicting the jet trajectory of a firewater monitor. The jet trajectory is mainly affected by its own gravity and air resistance, and the magnitude of the air resistance changes with the cross-sectional area of the jet. The model is established by combining air resistance changes and breakup theory, and the factors affecting the location of jet trajectory are studied. The accuracy and reliability of the model is verified by comparative analysis of theoretical simulation data and experimental data. The error between the prediction and experimental data that can be maintained is about 10 % on average, which can meet the engineering application requirements. In addition, the shape of the jet and analyses of the causes of shape asymmetry are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aJet planes. =700 1\$aLiu, Xintian,$eauthor. =700 1\$aZhang, Minghui,$eauthor. =700 1\$aQu, Yang,$eauthor. =700 1\$aWang, Yansong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190748.htm =LDR 03100nab a2200409 i 4500 =001 JTE20180924 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180924$2doi =037 \\$aJTE20180924$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK1087 =082 04$a621.381542$223 =100 1\$aSuresh, K. P.,$eauthor. =245 10$aGrid-Interconnected Solar Photovoltaic System for Power Quality Improvement Using Extended Reference Signal Generation Strategy /$cK. P. Suresh, S. Ramesh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis research article exhibits a utility grid-interfaced solar photovoltaic (SPV) system for power quality enhancement. An adaptive proportional integral derivate (APID) controller with a unit vector template (UVT) is employed to generate a reference current signal of a shunt active power filter (APF) The UVT-based control scheme is used to separate the fundamental components from the load currents and to estimate the reference phase currents. These currents are used to generate pulse width modulation signal for the shunt APF. To maintain a constant dc link voltage of shunt APF, an APID controller is employed in the dc link voltage regulator. This extended reference signal generation scheme of shunt APF remarkably enhances the system performance and also diminishes the current and voltage harmonics in the power distribution system. The presented reference current generation scheme has been mathematically examined, and digital simulation results under different steady and dynamic states are presented. The SPV system is accomplished by utilizing the incremental conductance maximum power point technique and is interconnected with the utility grid. Finally, the entire system is validated through the real-time hardware prototype developed by using dsPIC30F4011. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aPhotovoltaic power systems. =700 1\$aRamesh, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180924.htm =LDR 03161nab a2200481 i 4500 =001 JTE20180747 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180747$2doi =037 \\$aJTE20180747$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1815 =082 04$a681.25$223 =100 1\$aCui, Shengchao,$eauthor. =245 10$aIndoor Study on Road Crack Monitoring Based on Polymer Optical Fiber Sensing Technology /$cShengchao Cui, Jiupeng Zhang, Jianzhong Pei, Rui Li, Xu Chen, Dong Guo, Honglinag Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe polymer optical fiber sensor was applied to develop the crack modulator in order to monitor the crack transmission in asphalt pavement. The plate specimens were prepared to simulate the asphalt pavement with cracks by using the grooving method, and the developed crack modulator was then used to monitor the bending loss of the polymer optical fiber sensor for cracks with different angles and widths. The theoretical analysis results show that the optical fiber is bent to the S-shape at the crack position, and the smaller incident angle and bending radius generate the smaller output power and higher optical power loss. The Logistic model and the Gomperz model were used to describe the relationship between the crack parameters and the polymer optical loss value. The bending radius of the fiber and the optical loss increased gradually, while the optical power value decreased as the crack width increased. By comparing and analyzing the error and error rate of those two prediction models, the Gomperz model was more accurate in the prediction of pavement crack width. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aOptical fiber detectors. =650 \0$aPolymers$xOptical properties. =700 1\$aZhang, Jiupeng,$eauthor. =700 1\$aPei, Jianzhong,$eauthor. =700 1\$aLi, Rui,$eauthor. =700 1\$aChen, Xu,$eauthor. =700 1\$aGuo, Dong,$eauthor. =700 1\$aZhang, Honglinag,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180747.htm =LDR 03742nab a2200481 i 4500 =001 JTE20180819 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180819$2doi =037 \\$aJTE20180819$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA479.S7 =082 04$a620.17$223 =100 1\$aFerreño, Diego,$eauthor. =245 10$aInvestigation through Artificial Neural Networks on the Influence of Shot Peening on the Hardness of ASTM TX304HB Stainless Steel /$cDiego Ferreño, Ruth González, Isidro A. Carrascal, Miguel Cuartas, Diego García, Rubén Eraña, Federico Gutiérrez-Solana, Valentín Arroyo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe present research is aimed at obtaining and experimentally validating an artificial neural network to predict the hardness of TX304HB steel tubes subjected to shot peening. The experimental scope consisted of 228 tubes. Seven variables were considered as input parameters: rotation speed, line speed, material flow, air pressure, the size of the nozzle, and the internal diameter of the tubes; the experimental data demonstrated the need for considering the material bulk hardness as an input variable. One specimen from each tube was taken and subjected to Vickers microhardness tests at a depth of 40 Μm from the interior circumference as well as a depth beyond the influence of the shot peening (bulk condition) The hardness was proven to follow Gaussian distribution. Therefore, a neural network was designed and tuned to provide the mean and standard deviation of the hardness for each of the combinations of input variables. The neural networks designed in this way were able to faithfully reproduce the experimental results. Several statistical parameters were determined to measure the goodness of the fitting. Thus, the correlation between experimental and predicted numerical values of mean hardness yields R 2 =0.7651 and a mean absolute percentage error of 1.547 % for the training data set and 0.7402 and 2.054 % for the test data set. The corresponding values for the prediction of the standard deviation are R 2 =0.4713 and 17.946 % for the training set and R 2 =0.6847 and 17.071 % for the test set. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aStainless steel. =700 1\$aGonzález, Ruth,$eauthor. =700 1\$aCarrascal, Isidro A.,$eauthor. =700 1\$aCuartas, Miguel,$eauthor. =700 1\$aGarcía, Diego,$eauthor. =700 1\$aEraña, Rubén,$eauthor. =700 1\$aGutiérrez-Solana, Federico,$eauthor. =700 1\$aArroyo, Valentín,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180819.htm =LDR 03048nab a2200433 i 4500 =001 JTE20180677 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180677$2doi =037 \\$aJTE20180677$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.5 =082 04$a624.15136$223 =100 1\$aCabalar, A. F.,$eauthor. =245 10$aLiquefaction Resistance of Different Size/Shape Sand-Clay Mixtures Using a Pair of Bender Element-Mounted Molds /$cA. F. Cabalar, S. Demir, M. M. Khalaf. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe aim of this study is to assess the influences of both the size and shape of sand grains mixed with a clay on shear modulus ( Gmax )- and shear wave velocity ( vs )-based liquefaction resistance (cyclic resistance ratio, CRR) using an intensive series of bender element (BE) tests. A low plasticity clay (CL) was added to two specific particle gradations (0.15-0.30 mm, and 1.0-2.0 mm) of clean sands with particular shapes (angular and rounded) at the percentages of 5, 10, 15, 20, 30, and 40, by dry weight. The BE tests were performed on the remolded specimens of different size/shape sands containing various amounts of CL in a recently designed mold used specifically for cohesionless soils, and then the values of vs , Gmax , and CRR were investigated. In most of the cases, the testing results indicated that, up to 20 % fines, which is named as transition fines content (FC t ), Gmax and CRR values decreased, and then they increased for the specimens tested. Eventually, Gmax and CRR values of the specimens were significantly changed by the physical features (size, shape) of the sand grains with all the clay inclusions and frequencies applied. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aSand$xTesting. =650 \0$aClay$xTesting. =700 1\$aDemir, S.,$eauthor. =700 1\$aKhalaf, M. M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180677.htm =LDR 03109nab a2200421 i 4500 =001 JTE20180501 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180501$2doi =037 \\$aJTE20180501$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK5105.59 =082 04$a005.8$223 =100 1\$aUmamaheswari, K.,$eauthor. =245 10$aMultilevel Hybrid Firefly-Based Bayesian Classifier for Intrusion Detection in Huge Imbalanced Data /$cK. Umamaheswari, Subbiah Janakiraman, K. Chandraprabha. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIntrusion detection in network data is a challenging task because of the velocity of data and data imbalances associated with the domain. This article presents a scalable multilevel hybrid classifier (MLHC) model that can handle huge data and the imbalance associated with network transmission data. The initial level of the proposed model is composed of a hybridized firefly prediction model to identify intrusions. The second-level prediction mechanism is modeled with a Bayesian learner to provide probabilistic predictions. The Bayesian learner is trained with balanced data, thus reducing the effects of imbalance, and only part of the predicted data is passed for secondary prediction, leading to reduced impacts of imbalance and faster and more effective solutions. Experiments were performed on benchmark datasets, namely Knowledge Discovery in Databases (KDD)'99, New Subset and Labeled version of KDD (NSL-KDD), and University of New South Wales (UNSW) datasets, and comparisons were conducted with several recent studies. The results indicate improved performances by up to 37 % in F-measure and 19 % in detection rate, thereby exhibiting the effectiveness and robustness of the proposed model. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aIntrusion detection systems (Computer security) =700 1\$aJanakiraman, Subbiah,$eauthor. =700 1\$aChandraprabha, K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180501.htm =LDR 03339nab a2200445 i 4500 =001 JTE20190781 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190781$2doi =037 \\$aJTE20190781$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA645 =082 04$a624.1/7$223 =100 1\$aAlecci, V.,$eauthor. =245 10$aNumerical Investigation on the Use of Flat-Jack Test for Detecting Masonry Deformability /$cV. Alecci, M. De Stefano, R. Luciano, A. M. Marra, G. Stipo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCorrect determination of masonry deformability is fundamental for evaluating the seismic response of masonry structures. For existing buildings, double flat-jack tests are largely used to estimate elastic modulus, but many problems arise for a reliable interpretation of the test outcomes. Formulas provided by standards or available in the literature follow different approaches, the results of which are strongly variable. Furthermore, these formulas do not take into consideration important practical aspects of the test apparatus, like the position of the measurement reference points in the masonry sample. The arrangement of the gauge points can influence the displacement measurements and, consequently, the value of elastic modulus. This work aims at numerically investigating-through finite element (FE) models-the effects of the position of the gauge points on the outcomes of a double flat-jack test. In particular, a continuous FE mode is adopted, in which the concrete damage plasticity model implemented in Abaqus code is used to model the nonlinear behavior of the masonry. This study provides recommendations on the correct way to determine reliable values of elastic modulus from double flat-jack testing. Furthermore, numerical results and their comparison with experimental data allow for important considerations with regard to both the research field and professional and practical activities. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aMasonry$xTesting. =700 1\$aDe Stefano, M.,$eauthor. =700 1\$aLuciano, R.,$eauthor. =700 1\$aMarra, A. M.,$eauthor. =700 1\$aStipo, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190781.htm =LDR 03464nab a2200421 i 4500 =001 JTE20180576 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180576$2doi =037 \\$aJTE20180576$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.4 =082 04$a620.1/1292$223 =100 1\$aRovani, Ane C.,$eauthor. =245 10$aOn the Use of Microscale Abrasion Test for Determining the Particle Abrasivity /$cAne C. Rovani, Tiago A. Rosso, Giuseppe Pintaude. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aParticle abrasivity is an important concept for helping to select materials for pumps and for disc cutters in underground excavation, and specific ASTM standards are available for making these selections. However, for manufacturing processes in which abrasive action is their core, the particle size range is approximately a few micrometers. The evaluation of particle abrasivity using the microscale abrasion test matches this range of particles for this purpose, but relatively few investigations using this kind of method have been conducted. The aim of this investigation is to use the microscale abrasion test to evaluate the particle abrasivity, avoiding changes on the ball surface and on the particle size distribution. Samples of quenched AISI D2 tool steel were used for tests. The wear mode was dependent on the testing time. Alumina (Al 2 O 3 ) particles presented a lower abrasiveness when compared to boron carbide (B 4 C) ones, confirmed by the higher wear coefficient found in the latter after reaching the steady-state regime. This behavior was evidenced by the number of active particles in the contact, which showed that there were a larger number of B 4 C particles than Al 2 O 3 during the contact at all sliding distances. The particle abrasivity is discussed in terms of significant characteristics of slurries: particle shape, particle size distribution, hardness-to-elastic modulus ratio, zeta potential, and density. As the controlling of those characteristics seems to be very important, particle abrasivity is a concept that needs to be improved besides the test system used for that purpose. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aAbrasives$xTesting. =700 1\$aRosso, Tiago A.,$eauthor. =700 1\$aPintaude, Giuseppe,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180576.htm =LDR 03337nab a2200445 i 4500 =001 JTE20180521 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180521$2doi =037 \\$aJTE20180521$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA654.2 =082 04$a624.176$223 =100 1\$aZai, Behzad Ahmed,$eauthor. =245 10$aPrediction of Dynamic Parameters of Variable Diameter Shell Composite Structure via 2-D Subscale Modeling /$cBehzad Ahmed Zai, Saad Sami, M. Amir Khan, Azeem Anwer, Tanzeel Ur-Rehman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPrediction of possible vibration responses for a composite structure via subscale modeling is discussed in this article. The analytical correlations for three-dimensional (3-D) subscale modeling for metallic structures cannot be directly used for composite structures. In such structures, change in thickness can alter the mechanical properties of a composite structure and its prototype; therefore, vibration characteristics can only be predicted via two-dimensional (2-D) subscale modeling. For this purpose, the 3-D analytical relations are customized for 2-D subscale modeling along with an additional parameter, i.e., rigidity factor (RF), avoiding violation of dimensional consistency of the structure. They are also validated experimentally for variable diameter glass fiber shell composite structure. Three different approaches were used to develop these empirical correlations, which were then compared to determine the best one, closely matching the experimental results. It is found that empirical relations obtained for the 2-D subscaling technique produces better results against their counterpart 3-D subscale correlations. The dynamic behavior of shell structure can be predicted within a 10 % error band. Moreover, it was found that the research can be applied to all the composite shell structures that are difficult to scale in the third dimension. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aShells (Engineering) =700 1\$aSami, Saad,$eauthor. =700 1\$aAmir Khan, M.,$eauthor. =700 1\$aAnwer, Azeem,$eauthor. =700 1\$aUr-Rehman, Tanzeel,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180521.htm =LDR 03098nab a2200457 i 4500 =001 JTE20180453 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180453$2doi =037 \\$aJTE20180453$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.85 $223 =100 1\$aWu, Shuyin,$eauthor. =245 10$aPreparation and Properties of Microwave-Absorbing Asphalt Mixtures Containing Graphite and Magnetite Powder /$cShuyin Wu, Jun Yang, Ruochong Yang, Jipeng Zhu, Song Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe concept of microwave-absorbing asphalt concrete has been proposed to create an asphalt mixture with high microwave heating efficiency. A mixture of 20 % graphite powder and 80 % magnetite powder was used as the microwave-absorbing composite to replace the common mineral filler in asphalt mixtures to improve its microwave absorption capacity. This study aimed to evaluate the effect of proposed absorbent composite on the properties and microwave heating efficiency of asphalt mixtures. The results indicate that the addition of graphite and magnetite powder exhibited an improvement in the microwave heating efficiency of asphalt mixtures. The heating rate of asphalt mastic was improved by more than 10 times, whereas the heating rate of asphalt mixtures containing the absorbent composite was improved by 47.8 %. The pavement performance test results show that the mechanical performances including the dynamic stability, bending strain, residual Marshall stability, and ratio of splitting tensile strength after and before the freeze-thaw cycle satisfy the relevant specification requirements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aPavements, Asphalt$xTesting. =650 \0$aAsphalt emulsion mixtures$xTesting. =700 1\$aYang, Jun,$eauthor. =700 1\$aYang, Ruochong,$eauthor. =700 1\$aZhu, Jipeng,$eauthor. =700 1\$aLiu, Song,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180453.htm =LDR 03036nab a2200469 i 4500 =001 JTE20180781 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180781$2doi =037 \\$aJTE20180781$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.85$223 =100 1\$aZhao, Pinhui,$eauthor. =245 10$aShort-Term Aging Performance Evaluation of Asphalt Based on Principal Component and Cluster Analysis /$cPinhui Zhao, Dongxing Gao, Ruibo Ren, Kechao Han, Ziqiao Yang, Weikun Meng, Wenmiao Fan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAsphalt ages easily under the natural environment of light, heat, and oxygen. A good amount of pavement damage, such as cracks, chaps, and trenches, is caused by asphalt aging, which shortens the service life of asphalt pavement. The aging rules of asphalt differ from oil source to oil source. Here, 18 typical asphalt samples were subjected to short-term aging experiments using a thin-film oven test. The principal component analysis (PCA) and cluster analysis were carried out on eight aging-resistance indexes. The results classified the 18 types of asphalts into 2 groups according to the oil source, which indicated that the aging resistance of asphalt primarily depends on its oil source. Furthermore, based on the PCA and cluster analysis results, a discriminant model of different aging performance asphalts with a very high accuracy rate was established. These results provide a scientific basis for reasonable selection, quality monitoring, and guarantee of the origin of asphalts. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aPavements, Asphalt. =700 1\$aGao, Dongxing,$eauthor. =700 1\$aRen, Ruibo,$eauthor. =700 1\$aHan, Kechao,$eauthor. =700 1\$aYang, Ziqiao,$eauthor. =700 1\$aMeng, Weikun,$eauthor. =700 1\$aFan, Wenmiao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180781.htm =LDR 03309nab a2200421 i 4500 =001 JTE20180721 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180721$2doi =037 \\$aJTE20180721$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS21.A6 =082 04$a630$223 =100 1\$aLi, Gaonian,$eauthor. =245 10$aThe Deterioration of Cement Mortar under the Coupled Conditions of Stray Current and Sulfate /$cGaonian Li, Baomin Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSubway engineering often suffers varieties of corroding environments. This article investigated the effects of stray current and external sulfate coupled conditions on the deterioration of cement mortar. The cement mortar specimens suffered from one-dimensional sulfate attack. Simultaneously, a direct current electric field was applied to both ends of the specimen to simulate stray current. By contrast, a group of mortar specimens was immersed in the same concentration of sodium sulfate (Na 2 SO 4 ) solution. In order to investigate the effect of stray current on the sulfate attack of cement mortar, the compressive strength of specimens was tested. In addition, the sulfate ions profile in the cement mortar specimen was tested. Corrosion products and the microstructure of specimens were investigated using x-ray diffraction, Fourier-transform infrared spectroscopy, and scanning electron microscope. Experimental results showed that stray current could exacerbate strength degradation and accelerate the sulfate ions' migration into the cement mortar, which led to the number of total sulfate ions and free sulfate ions at the same depth being higher than that of the immersion group, and quantities of corrosion products (gypsum and ettringite) were also higher than those of the immersion group. In a word, the stray current aggravated the sulfate attack of cement mortar. Therefore, the durability of cement mortar exposed to the stray current and sulfate coupled conditions should be given more attention. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aCement. =650 \0$aConcrete. =700 1\$aWang, Baomin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180721.htm =LDR 03091nab a2200409 i 4500 =001 JTE20180782 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180782$2doi =037 \\$aJTE20180782$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE192 =082 04$a625.760941$223 =100 1\$aBöröcz, Péter,$eauthor. =245 10$aVibration Levels of Stacked Automotive Engine Rack in Truck Shipments as a Function of Vehicle Speed and Road Condition /$cPéter Böröcz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn the past three decades, there has been a tremendous global shift in the use of returnable or reusable packaging in the automotive industry. This article focuses on the physical vibration forces that occur in a very important type of package system designed for engines and transmissions, namely the steel racks that have vertical posts on the four vertical edges that allow higher return ratios when empty. Engines and transmissions require zero damage acceptance levels today, as they are mated at the end of the assembly process, and they need to function 100 % of the time as the vehicle rolls off the finish line. They also are the most expensive components of the vehicle. This study was conducted to investigate the vibration environment of the stacked engine rack during truck transportation with various truck speeds, road conditions, and other road characteristics, such as speed bumps and railway crossings. Triaxial acceleration data were collected both on the truck floor as well as on the stacked racks themselves to determine the differences of vibration levels from truck floor to the stacked rack where vibration intensity increased. This study found that there were significant vibration severities in the stacked racks in all three orientations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aRoads$xMaintenance and repair. =650 \0$aAutomatic test equipment. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180782.htm =LDR 03317nab a2200433 i 4500 =001 JTE20180713 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180713$2doi =037 \\$aJTE20180713$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA645.5 =082 04$a362.18$223 =100 1\$aWu, Cheng-Feng,$eauthor. =245 10$aWhat Attributes Determine Overall Satisfaction in Patient Safety Culture? An Empirical Study of the Perceptions of Hospital Staff in Taiwan /$cCheng-Feng Wu, Hsin-Hung Wu, Yii-Ching Lee, Chih-Hsuan Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study assessed the attributes of the overall perception of (satisfaction with) patient safety culture using four categories of hospital staff, and it developed directions for the improvement of medical services. The Chinese version of the Safety Attitudes Questionnaire (CSAQ) was sent to the staff of study hospitals through an intraorganizational online survey application. Linear regression with forward selection was used to identify the essential dimensions of the CSAQ that affect overall satisfaction with patient safety culture. For physicians, nurses, and technicians, the findings indicate that overall satisfaction is highly influenced by perceptions of management. For physicians, nurses, and administrative staff, the safety climate has a significant impact on their overall satisfaction. Additionally, for technicians, emotional exhaustion is an essential factor affecting overall satisfaction. Understanding the perceptions of patient safety culture among different medical staff in a healthcare organization could help hospital management to promote policies explicitly oriented toward improving patient safety and strategies. For front-line staff, well-trained employees and concordant teams are important; higher level managers should adopt policies to improve the working environment and ameliorate the arrangement of human resources. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aEmergency medical services. =700 1\$aWu, Hsin-Hung,$eauthor. =700 1\$aLee, Yii-Ching,$eauthor. =700 1\$aHuang, Chih-Hsuan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180713.htm =LDR 03330nab a2200469 i 4500 =001 JTE20180724 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180724$2doi =037 \\$aJTE20180724$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ840 =082 04$a621.51$223 =100 1\$aZhang, Bo,$eauthor. =245 10$aEnhancement of Defect Detectability in Pneumatic Pressure Equipment Using an Automatic Detection Technique in ECPT /$cBo Zhang, YuHua Cheng, Chun Yin, Xuegang Huang, Sara Dadras, Kai Chen, Hadi Malek. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPneumatic pressure equipment is an important component of wind tunnel test systems, which have been extensively applied in most modern industries. To guarantee the reliability and safety of pneumatic pressure equipment, a regular inspection is needed. To improve the inspections process, automating the process of identifying defects continues to receive attention in the research community. In this paper, in order to achieve automatic defect identification, an improved feature extraction algorithm in eddy current pulsed thermography is presented. The presented feature extraction algorithm contains four elements: data block selection, variable step search, relation value classification, and between-class distance decision function. The data block selection and variable step search are integrated to decrease the redundant computations in the automatic defect identification. The goal of the classification and between-class distance calculation is to select the typical features of a thermographic sequence. The main image information can be extracted by the method precisely and efficiently. Experimental results are provided to demonstrate the capabilities and benefits (i.e., increased precision, reduced processing time) of the proposed algorithm in automatic defect identification. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aPneumatics. =700 1\$aCheng, YuHua,$eauthor. =700 1\$aYin, Chun,$eauthor. =700 1\$aHuang, Xuegang,$eauthor. =700 1\$aDadras, Sara,$eauthor. =700 1\$aChen, Kai,$eauthor. =700 1\$aMalek, Hadi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180724.htm =LDR 03736nab a2200421 i 4500 =001 JTE20180806 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180806$2doi =037 \\$aJTE20180806$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA444 =082 04$a620.137$223 =100 1\$aZeinolabedini, Afsaneh,$eauthor. =245 10$aLaboratory Investigation of Ultra-High-Performance Fiber-Reinforced Concrete Modified with Nanomaterials /$cAfsaneh Zeinolabedini, Javad Tanzadeh, Mitra Talebi Mamodan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aHigh-performance concrete with fibers and nanomaterials possesses mechanical properties that are significantly different from normal-strength concrete materials. This article presents the laboratory investigation carried out to study the behavior of ultra-high-performance fiber-reinforced concrete modified with nanomaterials. The aim of this study was to use an optimum composite of nanoalumina, nanolime, nanosilica, and polypropylene fibers to improve the mechanical properties of the concrete. The results of compression and flexure tests showed that the addition of nanolime, nanosilica, and nanoalumina with the optimum mixing ratio could be a good alternative to increasing the amount of cement to increase the compressive strength of the concrete. Adding an extra amount of nanolime in compressive strength should be done cautiously, but the effect of nanosilica is far less sensitive. The results showed that using 30-kg/m 3 nanosilica, 5-kg/m 3 nanolime, and 0.75-kg/m 3 fiber produced the best result. In the test of concrete durability in acidic and noncorrosive environments, these amounts showed higher acid resistance. Increasing the amount of nanolime and nanosilica alone increases the flexural strength, while increasing the amount of nanomaterials or fiber will reduce it. The effect of increasing the amount of cement on the increase in flexural strength is much less than increasing the amount of nanomaterials. Also, the relationship between flexural strength and compressive strength was estimated for laboratory tests in fiber-reinforced concrete modified with nanomaterials compared with conventional ones. This study has shown that the American Concrete Institute experimental relationship between compressive strength and flexural strength is not consistent with this type of ultra-high-performance concrete. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aFiber-reinforced concrete. =700 1\$aTanzadeh, Javad,$eauthor. =700 1\$aMamodan, Mitra Talebi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180806.htm =LDR 03224nab a2200457 i 4500 =001 JTE20190908 =003 IN-ChSCO =005 20210504061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210504s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190908$2doi =037 \\$aJTE20190908$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA367 =082 04$a534.55$223 =100 1\$aMei, Yujian,$eauthor. =245 10$aRobot-Assisted Track-Scan Imaging Approach with Multiple Incident Angles for Complexly Structured Parts /$cYujian Mei, Haoran Jin, Bei Yu, Eryong Wu, Liqiang Li, Keji Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe ever-increasing use of complexly structured parts in modern manufacturing introduces new challenges to the inspection. However, high detection coverage and the contrast of ultrasonic images cannot be obtained by conventional B-scan imaging. To improve the quality of ultrasonic imaging of nonplanar components, we propose a robot-assisted track-scan imaging approach with multiple incident angles, and we have developed an ultrasonic data acquisition platform to implement it. The main idea of this method is to use multiple incident angles to improve the transfer of wave energy into the sample. Using rich information gathered from different incident angles, a nonplanar surface is correctly imaged by the proposed method. As seen from the experimental results, the proposed method can increase the detection coverage and contrast of images. Comparing different scanning trajectories and imaging methods, the detection coverage is improved by up to 57.3% and 88.7% for curved and inclined surfaces, respectively, by the proposed method. Similarly, the contrast-to-noise ratio increases up to 8.04 dB and 8.58 dB, respectively. Thus, our method has great potential for application in nondestructive ultrasonic imaging of complex-structure parts. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed May 04, 2021. =650 \0$aUltrasonic imaging. =700 1\$aJin, Haoran,$eauthor. =700 1\$aYu, Bei,$eauthor. =700 1\$aWu, Eryong,$eauthor. =700 1\$aLi, Liqiang,$eauthor. =700 1\$aYang, Keji,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 1 Special Section on Advancements in the Performance Assessment of Transportation Infrastructure and Materials.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190908.htm =LDR 02482nab a2200409 i 4500 =001 JTE20180952 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180952$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180952$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA276.6 =082 04$a519.5/2$223 =100 1\$aHassan, Marwa K. H.,$eauthor. =245 10$aA New Application of Generalized Linear Failure Rate Distribution in Agriculture Using Ranked Set Sampling /$cMarwa K. H. Hassan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article deals with perform inferences about stress-strength model R, =, P, [, Y, <, X, ], , , when X and Y are two independent random variables with generalized linear failure rate distribution (GLFRD) with the same and known scale parameters but not identically shaped parameters. In the literature, estimators based on simple random sample (SRS) are widely used in estimating stress-strength model. But in the resent years, ranked set sampling (RSS) has become popular in performing statistical inference. Therefore, the estimator of R based on RSS using maximum likelihood and modified maximum likelihood are obtained. Monte Carlo simulation study is performed to compare the estimators of R are obtained using RSS and SRS. Finally, agriculture application is presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aSampling (Statistics) =650 \0$aRanking and selection (Statistics) =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180952.htm =LDR 02909nab a2200409 i 4500 =001 JTE20180887 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180887$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180887$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC73.8.M3 =082 04$a531.113$223 =100 1\$aFang, X. F.,$eauthor. =245 10$aA Novel Oscillation-Free Force Measurement for the Determination of Material Properties during High-Speed Tests /$cX. F. Fang, R. Grams. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (23 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe determination of material properties under high-speed loading has been a challenge for many years. Structural vibrations, or system ringing, in a conventional tensile testing machine deteriorate the quality of the force measurement, which prevents the precise determination of stress-strain curves and the corresponding mechanical properties. In this work, a new sample geometry and a corresponding measurement method are presented and analyzed. This new method allowed for the determination of oscillation-free, true stress-strain curves at high strain rates. Because a new minor plastic deformation area exists in the new Generation III sample, a quasi-movable bearing condition for the sample fixation is created. The forces acting on the sample deformed the cross section and created a displacement in this minor plastic deformation area. In this way, the elastic ringing effect was reduced significantly. This new method could also be applied to the quasi-static test and strain rates ranging from 10 -4 to 10 3 /s. Moreover, the filtering or similar manipulation of the results is no longer needed. The validity of the new method was proven by testing two steels with different strain-hardening behaviors. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aForce and energy$xMeasurement. =700 1\$aGrams, R.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180887.htm =LDR 03608nab a2200517 i 4500 =001 JTE20190038 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190038$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190038$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRD549 =082 04$a617.5/810592$223 =100 1\$aCubillos, Patricia O.,$eauthor. =245 10$aA Proposition to Standardize the Microstructural Grain Size Measurements of Hip Stems /$cPatricia O. Cubillos, Claudio T. dos Santos, Vinícius O. dos Santos, Ieda M. V. Caminha, Edison da Rosa, Carlos R. M. Roesler. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aFemoral stem fractures in total hip arthroplasty (THA) are a problem in clinical practice that results in great morbidity and high cost of revision hip surgery. Stem fractures are multifactorial events that are usually related to a combination of factors that increase the mechanical stress on the stem or decrease the mechanical strength of the implant. Failure analyses of hip prosthesis have identified that the presence of inadequate grain size may lead to implant failure. The aim of this article is to develop a rational to set specific sites to perform grain size measurements along stems used in THA as well as appropriate procedures to evaluate the heterogeneity of the microstructure related to the grain size distribution. In the present study, nonmodular femoral stems from three manufacturers with different wrought materials were chosen: stainless steel ISO 5832-1 (Manufacturer I), high nitrogen stainless steel ISO 5832-9 (Manufacturer II), and cobalt-chromium-molybdenum alloy ISO 5832-12 (Manufacturer III). The results of this study showed a great variability of grain size number depending on the cross section and fields evaluated. Therefore, the current technical standards for evaluating THA stems need to be modified. Analyses of grain sizes at different cross sections and inside each cross section of the stem is necessary to ensure the safety of hip stems. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aReoperation$vMethods. =650 \0$aHip Joint$xsurgery. =650 \0$aKnee Joint$xsurgery. =650 \0$aPostoperative Complications$xprevention & control. =650 \0$aTotal hip replacement$xReoperation. =650 \0$aTotal knee replacement$xReoperation. =700 1\$ados Santos, Claudio T.,$eauthor. =700 1\$ados Santos, Vinícius O.,$eauthor. =700 1\$aCaminha, Ieda M. V.,$eauthor. =700 1\$ada Rosa, Edison,$eauthor. =700 1\$aRoesler, Carlos R. M.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190038.htm =LDR 03015nab a2200409 i 4500 =001 JTE20180866 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180866$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180866$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRG493.5.R33 =082 04$a616.075$223 =100 1\$aMarashdeh, Mohammad W.,$eauthor. =245 10$aA Study of Photon Interaction with Phantom Material Made of Rhizophora Spp. Binderless Particleboard in the Energy Range 59.54-356 keV /$cMohammad W. Marashdeh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe linear and mass attenuation coefficients of raw Rhizophora spp . wood, binderless particleboard, and Perspex were measured at gamma ray energies of 59.54, 88.0, and 356 keV. Americium-241, cadmium-109, and barium-133 point sources were used to produce gamma rays in this work. Results were compared with the theoretical values of water calculated using the XCOM program. The mass attenuation coefficients of binderless particleboard and water showed good agreement, with discrepancies of approximately 0.1, 0.6, and 0.1% at 59.54, 88.0, and 356 keV, respectively. The measurements of raw Rhizophora spp . wood and water had discrepancies of 0.7, 0.9, and 0.8% at 59.54, 88.0, and 356 keV, respectively, and those of Perspex and water had discrepancies of 0.3, 0.9, and 0.2% at the same photon energies. Moreover, Rhizophora spp . binderless particleboard was compared with water in terms of effective atomic number ( Zeff ), and a close match was noticed. In addition, the half-value layers of the experimental samples were measured at 59.54, 88.0, and 356 keV. The calculated values of water and the experimental results of binderless particleboard were in good agreement, indicating that binderless particleboard can be used as a phantom material in the range of photon energy 59.54-356 keV. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aRhizophora. =650 \0$aBreast$xRadiography. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180866.htm =LDR 03574nab a2200445 i 4500 =001 JTE20190915 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190915$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190915$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA349 =082 04$a620$223 =100 1\$aYang, Sheng-Qi,$eauthor. =245 10$aAn Experimental Study on Physical, Mechanical, and CO2 Permeability Behavior of Sandstone after High-Temperature Treatment /$cSheng-Qi Yang, Zhi-Jin Dong, Yan-Hua Huang, Shang-Yong Teng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn order to investigate the influence of temperature and complex stress state on the physical, mechanical, and CO 2 permeability behavior of sandstone, the Brazilian splitting test, uniaxial compression test, and permeability test were carried out under different cooling modes after high-temperature heat treatment (100°C, 200°C, 300°C, 400°C, 500°C, 600°C, 700°C, 800°C, and 900°C). The changes of the physical parameters of the specimens before and after high-temperature treatment were compared. The variation law of mechanical behavior under different temperatures and cooling modes was investigated. The variation law of CO 2 permeability in two cooling modes under different confining pressure and osmotic pressure was analyzed. The experimental results show that the sandstone specimen increases in volume while the mass and density decrease with the increase of temperature. The specimens show brittle failure after peak stress in the range of all the tested temperature, and with the increase of temperature, the tensile strength, compressive strength, and elastic modulus decrease in the range of 200°C and below, then increase from 200°C to 400°C, and finally decrease after 400°C. At a certain temperature, the permeability decreases as the confining pressure increases. In two different cooling modes, it was found that after rapid cooling, the specimens had higher CO 2 permeability than those that underwent normal cooling. Moreover, these findings are further discussed in the scanning electron microscopy analysis. The physical, mechanical, and CO 2 permeability behavior are closely related to the development of internal cracks in sandstone as the temperature increases. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aScanning electron microscopy analysis. =650 \0$aSandstone specimen. =700 1\$aDong, Zhi-Jin,$eauthor. =700 1\$aHuang, Yan-Hua,$eauthor. =700 1\$aTeng, Shang-Yong,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190915.htm =LDR 02968nab a2200433 i 4500 =001 JTE20180718 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180718$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180718$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTC547 =082 04$a627.82$223 =100 1\$aHeidarnezhad, Fatemeh,$eauthor. =245 10$aAnalyzing and Predicting Permeability Coefficient of Roller-Compacted Concrete (RCC) /$cFatemeh Heidarnezhad, Vahab Toufigh, Mohsen Ghaemian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe permeability of roller-compacted concrete (RCC) substantially affects its functionality and safety. This study investigates the effect of mix design parameters on the performance of RCC. For this purpose, approximately 500 laboratory specimens were prepared and tested. A formula and an artificial neural network (ANN) were proposed to predict the permeability coefficient of RCC by considering the main parameters, which were then verified independently using new specimens. Furthermore, the experimental data were analyzed by the Taguchi method and analysis of variance (ANOVA) to evaluate the level of parameter contribution. Based on the results, the permeability coefficient was highly dependent on the mix design and strength of the RCC specimens. The ANN model can predict the permeability coefficient of RCC more accurately than the proposed formula. The statistical analyses revealed that the water-to-cement ratio had the highest effect on the permeability coefficient and the mechanical properties. The findings of this investigation indicated valuable information regarding cost and time savings as well as eliminated laboratory trial and error in designing RCC structures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aRoller compacted concrete. =650 \0$aConcrete dams. =700 1\$aToufigh, Vahab,$eauthor. =700 1\$aGhaemian, Mohsen,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180718.htm =LDR 03641nab a2200457 i 4500 =001 JTE20180756 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180756$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180756$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA160.4 =082 04$a620$223 =100 1\$aZhao, Donglei,$eauthor. =245 10$aAnisotropic Damage Model of Soft and Hard Composite Rock and Experimental Verification /$cDonglei Zhao, Shuangying Zuo, Song Wang, Chun Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn order to derive the anisotropic damage model of soft and hard composite rock and to study the influence law of damage on the deterioration degree of material mechanical parameters in different directions, the transversely isotropic elastic constitutive equation was corrected by two sets of damage variables in the local coordinate system of bedding plane. By coordinate transformation, an effective stress-strain relationship in the global coordinate system was formed. The rationality of the damage model was verified by the results of uniaxial compression test. The results show that (1) The damage of soft and hard composite rock has transversely isotropic characteristics. (2) The change trend of damage variables varying with strain is closely related to each stage of the damage process; at the same strain level, the damage variables increase first and then decrease with the increase of the bedding plane's dip angle (0°~90°) and have a good corresponding relation with the damage model. (3) The strength and deformation parameters calculated by the damage model of soft and hard composite rock can reflect the test results well and have obvious anisotropy. The calculated curves before failure are also consistent with the experimental results. (4) Through the damage model, the stress-strain relationship at each dip angle can be determined by the two sets of deformation parameters for the bedding plane's dip angles of 0° and 90°. Because the damage deterioration effect during loading process is considered, the mechanical behavior of the specimens after failure can be predicted, which has some guiding significance for the experimental research, theoretical calculation, and engineering construction based on soft and hard composite rock. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aFracture mechanics$xMathematical models. =650 \0$aConcrete$xCracking$xMathematical models. =650 \0$aAnisotropy. =700 1\$aZuo, Shuangying,$eauthor. =700 1\$aWang, Song,$eauthor. =700 1\$aHuang, Chun,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180756.htm =LDR 02816nab a2200457 i 4500 =001 JTE20180807 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180807$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180807$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE228.3 =082 04$a388.3$223 =100 1\$aHawryluk, Marek,$eauthor. =245 10$aApplication of Replicas in the Measurement of the Wear of Forging Dies with Deep Hollows Using a Laser Scanner /$cMarek Hawryluk, Jacek Ziemba, Marek Kuran, Marta Janik. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article discusses the possibilities of using replicas of the geometry of the tool shaping the product in the process of hot precision forging for the control of geometrical characteristics, with the use of the three-dimensional (3D) laser scanning technique. Two types of masses were selected for the studies and used to create replicas with similar parameters, with which a forging die with a deep working impression, applied in the process of forward extrusion, was filled. The obtained results demonstrated that, based on selected parameters characterizing the replicate masses and tests, it is possible to select the optimal mass for 3D scanning, due to the best mapping of the surface layer. With the proposed approach, it is possible to perform tests that do not damage forging dies with deep working impressions and to support the process by making decisions concerning the tools' further operation through a reliable determination of their wear. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aOptical scanners. =650 \0$aAutomotive sensors. =650 \0$aLasers. =700 1\$aZiemba, Jacek,$eauthor. =700 1\$aKuran, Marek,$eauthor. =700 1\$aJanik, Marta,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180807.htm =LDR 02982nab a2200445 i 4500 =001 JTE20180705 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180705$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180705$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.35 =082 04$a519.5$223 =100 1\$aAhmad, S. Taufeeq,$eauthor. =245 10$aAuxiliary Particle Filter-Based Multisensor Data Fusion for Quantification of Corrosion in Aerostructures /$cS. Taufeeq Ahmad, Tariq Mairaj Rasool Khan, Waleed Bin Yousuf. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe identification of structural flaws and subsequent management is significant for health monitoring of aviation structures. Wall thickness loss can occur because of corrosion in exposed aerostructures, thereby reducing the strength of the structure. This may impose prolonged downtimes for repair and replacement activities if not detected at early stages. Eddy current testing (ECT) is a viable technique to detect such anomalies. Fusing multifrequency data produces better results because of complementary features of each contributing mode. Particle filter-based methods have already been proposed to detect and quantify flaw profiles of corrosion damage to an aircraft structure using a multifrequency ECT data fusion technique. However, to address the associated drawbacks, an auxiliary particle filter (APF) method is proposed here. In APF, the proposed importance density is a mixture of the prior state and the latest measurements, yielding focused estimation into a high-likelihood region. Simulation results are presented to demonstrate effectiveness of the proposed technique to quantify damages in aerostructures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aMarkov processes. =650 \0$aDiffusion processes. =650 \0$aElectric testing. =700 1\$aKhan, Tariq Mairaj Rasool,$eauthor. =700 1\$aYousuf, Waleed Bin,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180705.htm =LDR 03413nab a2200433 i 4500 =001 JTE20200044 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200044$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200044$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC280.B8 =082 04$a616.99449$223 =100 1\$aGhayoumi Zadeh, Hossein,$eauthor. =245 10$aBreast Cancer Diagnosis Based on Feature Extraction Using Dynamic Models of Thermal Imaging and Deep Autoencoder Neural Networks /$cHossein Ghayoumi Zadeh, Ali Fayazi, Bita Binazir, Mostafa Yargholi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aBreast cancer is the most commonly diagnosed cancer among women worldwide. Diagnosing breast cancer at its earliest stages increases the chance for treatment. Thermography offers a method to consider screening strategies for this type of cancer. Analysis of breast thermography images is very effective to extract local information that helps to identify abnormalities related to the breast region. In this paper, first, a semiautomatic approach is proposed for separating the breast region according to the different morphological structures of the breast tissue. The stages of breast segmentation are then performed based on the classification of the presented morphologies, which used a series of dynamic images of a patient. In the following, feature extraction is performed based on the proposed model. The eight statistical characteristics are obtained from a series of separated images of a person's breasts. The autoencoder neural network, which is an unsupervised deep-learning algorithm, is used to classify the thermography images as healthy and unhealthy. To analyze the proposed model, the Database For Mastology Research is used. The number of people surveyed was 196, including 41 cases of cancer and 155 healthy cases. Each person had 10 thermography pictures, and the total number of analyzed images was 1,960. The accuracy and specificity of the proposed method were 94.87 and 96.77 %, respectively. The simulation results show that the proposed model is able to provide a significant response to different morphologies of the breast tissue. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aBreast$xCancer$xDiagnosis. =700 1\$aFayazi, Ali,$eauthor. =700 1\$aBinazir, Bita,$eauthor. =700 1\$aYargholi, Mostafa,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200044.htm =LDR 03161nab a2200421 i 4500 =001 JTE20200121 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200121$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200121$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS869 =082 04$a338.47674$223 =100 1\$aHematabadi, Hojat,$eauthor. =245 10$aComparison of Test Methodologies for Computing Bending and Shear Stiffness of Cross-Laminated Timber /$cHojat Hematabadi, Daniel P. Hindman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCurrent testing methods for evaluating the out-of-plane bending and shear stiffness terms of cross-laminated timber (CLT) materials use a relatively long span panel. When new CLT layups and composites are proposed, especially when manufactured from pilot-scale facilities, the length requirement may be a barrier for material property evaluation. The purpose of this paper was to compare current bending and shear stiffness test methods of CLT with alternative forms, including a simultaneous calculation method and the five-point bending test, which uses a shorter beam than current testing methods. Both experimental evaluation and finite element modeling of the mechanical properties were used to compare the proposed test methods. In general, numerical and experimental results demonstrated that effective bending stiffness ( EIeff ) values of CLT panels evaluated by different test methods were similar (maximum 12.7 % difference). Effective bending and shear stiffness values from the finite element method (FEM) agreed with experimental results. FEM demonstrated that both the simultaneous solution and the five-point bending test can be used as alternative test methods for evaluation of the bending and shear stiffness for CLTs. However, the effective shear stiffness values of CLTs from current industry standards were at least 450 % less than both the experimental evaluation and FEM prediction. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aLaminated wood construction. =650 \0$aEngineered wood construction. =700 1\$aHindman, Daniel P.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200121.htm =LDR 03900nab a2200421 i 4500 =001 JTE20180745 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180745$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180745$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA368 =082 04$a691.0286$223 =100 1\$aHoward, Isaac L.,$eauthor. =245 10$aComparison of Thermally Measured Setting of Cement Paste and Penetrometer Measured Setting of Ready Mixed Concrete /$cIsaac L. Howard, Bradley Hansen, V. Tim Cost. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aExpedient materials and proportions screening methods are needed prior to trial concrete mix design as ingredient complexities continue to increase. Cement paste thermal measurements (e.g., the recently published ASTM C1753, Standard Practice for Evaluating Early Hydration of Hydraulic Cementitious Mixtures Using Thermal Measurements [Superseded]) are a minimal labor screening tool in which the temperature of a hydrating specimen is recorded over time but no attempt is made to quantify heat evolution (i.e., thermal methods as used herein are not calorimetry). Thermal methods have promise to reduce the combinations evaluated in trial concrete. This article evaluates setting tendencies because they are of first order concern for many projects. Although ongoing work in ASTM may soon produce a Standard Test Method for thermal measurement-derived setting indications of mortar or concrete, the use of laboratory paste mixtures to better understand and predict setting trends of concrete using the same or similar materials and proportions has not been widely studied. The specific emphasis of this article was to compare ASTM C403 ( Standard Test Method for Time of Setting of Concrete Mixtures by Penetration Resistance ) penetrometer measured setting on sieved concrete to thermally measured setting on cement paste in general accordance with ASTM C1753 and to provide guidance on aspects of thermally measured setting that have not been fully studied. Two of this article's findings validated statements already present in ASTM C1753: that thermal methods are a within laboratory method and that thermal measured setting is not sensitive to a specimen's water to cementitious ratio. Additional findings showed there is not a single factor that relates setting times between penetrometer and thermal methods, and that one adjustment factor is unrealistic for a wide range of conditions. Cement source and fly ash class meaningfully affected thermal to penetrometer relationships. Correlations were reasonable for thermal and penetrometer setting if there were 50 % or less supplementary cementitious materials present. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aConcrete$xTesting$xStandards. =700 1\$aHansen, Bradley,$eauthor. =700 1\$aTim Cost, V.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180745.htm =LDR 02505nab a2200421 i 4500 =001 JTE20200087 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200087$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200087$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA404.6 =082 04$a620$223 =100 1\$aLiu, Ming,$eauthor. =245 10$aCorrespondence Relationship between the Maximum Tensile Stress and Cycle Number during the Initial Stage of Low-Cycle Fatigue Test /$cMing Liu, Taolin Ren, Chenghui Gao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe variation of the maximum tensile stress in each cycle with cycle number during the initial stage of low-cycle fatigue test before crack initiation was investigated based on the theoretically derived relation that is valid before crack initiates. The experimental data were fitted well by the proposed semiempirical expressions with four, three, or two fitting parameters, which were applicable to a large range of cycle numbers. The semiempirical expression with just one fitting parameter was only applicable to a small range of cycle numbers when the maximum tensile stress in each cycle did not fall below 85 % of the maximum one that appeared, which can be used as a guideline for the initial stage before crack initiation at low temperatures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aLow-cycle fatigue test. =700 1\$aRen, Taolin,$eauthor. =700 1\$aGao, Chenghui,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200087.htm =LDR 03034nab a2200409 i 4500 =001 JTE20180926 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180926$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180926$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL269 =082 04$a629.246$223 =100 1\$aHasannasab, Vahid,$eauthor. =245 10$aDesign and Manufacture of a Magnetorheological Brake System Applicable for Wheelchair Manipulations /$cVahid Hasannasab, Yousef Bazargan-Lari. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aMagnetorheological (MR) brake has been employed for a wide range of industrial applications such as automotive vehicles, robots, and haptic devices. In this article, we were mainly concerned with facilitating assistant devices for physically challenged people with the aid of developments in MR brake technology. Therefore, herein, an MR brake was manufactured for wheelchair handling capability. The main objective of this article was to design a low-weight brake that was capable of producing the necessary braking torque for handling or stopping a wheelchair. Numerical simulations based on the finite element method were employed to achieve the proper brake prototype. The main characteristics of the double disk MR brake obtained from numerical results were (i) 3 N.m braking torque when 120-turn coil current was 2 (Ampere. Turn), (ii) 9.5-kg weight, (iii) frustum shape coil design, and (iv) simple design with easy fabrication procedure. Thereafter, this prototype was manufactured, and an appropriate MR fluid was synthesized and utilized in the fabricated brake. The brake operation was examined, and the experimental results were compared with numerical ones. This comparison demonstrated that both results were in very good agreement with each other, which proved the validity of numerical and experimental procedures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aAutomobiles$xBrakes. =700 1\$aBazargan-Lari, Yousef,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180926.htm =LDR 03861nab a2200433 i 4500 =001 JTE20190091 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190091$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190091$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP156.P6 =082 04$a620.192042972$223 =100 1\$aGopal, V.,$eauthor. =245 10$aDesign of Compliant Mechanism Microgripper Utilizing the Hoekens Straight Line Mechanism /$cV. Gopal, M. S. Alphin, R. Bharanidaran. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPrecision engineering industries demand devices with high-precision motion, the manipulation of micro-objects in particular, which is a highly challenging task. The microgripper is an essential device during the micromanipulation of objects. Precision manipulations of objects entirely depend on the design of the microgripper and are complicated to achieve using the conventional rigid link mechanism. The compliant mechanism is found to overcome the complexities of the rigid link mechanism in precision applications. The micro-object may slip or slide during gripping and releasing, which can be controlled through parallel movement of the gripping jaws. This research article focuses on the design of a compliant microgripper with parallel moving jaws by employing the Hoekens straight line mechanism. The Hoekens mechanism consists of binary and ternary revolute joints, which demand a special type of flexure hinges. Hence, the article introduces the cartwheel type of flexure hinges, as cartwheel-type flexure hinges are more suitable to achieve rotational deformation, values approximating nearly to that of the traditional revolute joint when it transfers motion between fixed and moving links. The outer rim of the cartwheel is modified to allow ternary and binary joints between moving links. Cartwheel is designed with curved flexure arms that are limited to eight numbers of flexures. The structural behavior of the cartwheel is analyzed by varying numbered flexures from 1 to 8. The minimum number of flexure arms required for having better rotational performance is determined through Finite Element Analysis (FEA). An appropriate type of cartwheel is positioned in the mechanism. The structural performance of the designed microgripper is carried out through FEA, and its parallel movement is verified. The microgripper is fabricated from structural steel through wire Electrical Discharge Machining (EDM) technique and actuated using Shape Memory Alloy wire. The displacement of the microgripper jaw is experimentally measured, and the results show a promising improvement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aAddition polymerization. =650 \0$aConducting polymers. =700 1\$aAlphin, M. S.,$eauthor. =700 1\$aBharanidaran, R.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190091.htm =LDR 03461nab a2200445 i 4500 =001 JTE20180878 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180878$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180878$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.34 =082 04$a620.1/125$223 =100 1\$aSchuurmans, Johan,$eauthor. =245 10$aDesign Optimization of Instrumented Strikers for Charpy V-Notch Pendulum Impact Testing /$cJohan Schuurmans. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe Charpy impact test was originally devised to measure the amount of energy absorbed by a material during fracture. Instrumentation of the striker extended the scope of this inexpensive dynamic test significantly. By not only recording the absorbed energy but also the force applied to the specimen as a function of time, additional information about the material's properties is obtainable. At the present day, however, no internationally accepted procedure to calibrate or verify the measured dynamic force exists. From an engineering viewpoint, an instrumented striker for which a static force calibration is sufficient to accurately measure the force applied to the specimen during a Charpy impact test would be ideal. To investigate if such an instrumented striker can be designed, the influence of the striker geometry, the location of the strain gauges, and the static force calibration procedure on the force measured by an instrumented International Organization for Standardization striker is assessed using finite element analysis. It is demonstrated that when the strain gauge bridge on the striker is sensitive to the load distribution at the striking edge, the voltage response for the Charpy impact test deviates from the static force calibration curve, and the conversion of the voltage readout to force values introduces an error in the force value and hence a discrepancy between computed and angle-based energies. A striker with a height of 12 mm and strain gauges positioned at 17 mm from the striking edge is nearly insensitive to the load distribution, and a static force calibration is sufficient to accurately measure the force during an impact test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aMaterials - Dynamic testing. =650 \0$aNotched bar testing. =650 \0$aTesting machines. =650 \0$aMaterial science. =650 \0$aImpact resistance test. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180878.htm =LDR 03693nab a2200481 i 4500 =001 JTE20190873 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190873$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190873$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1548.7.P57 =082 04$a677/.473$223 =100 1\$aIslam, Kamrul,$eauthor. =245 10$aDevelopment and Characterization of Kevlar-Reinforced Ceramic Composite Materials /$cKamrul Islam, Mohammad Asaduzzaman Chowdhury, Imran Hossain, Md. Bengir Ahmed Shuvho. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aFiber-fortified polymer composite material has become ubiquitous in recent years. It is exceptionally useful in various applications because it has good mechanical properties, is lightweight, has one of a kind adaptability, is safe if consumed, has a creation process that is simple, and so on, relative to other mundane materials. Polyaramid fiber known as Kevlar fiber is fundamentally well known for its expanding applications in mechanical and cutting edge innovations like ballistic defensive layer, helicopter edges, flying machine development, pneumatic fortification, and outdoor supplies. In this investigation, the mechanical (elasticity, sway quality, lengthening at break, E-modules) and physical (thickness, water assimilation) properties of the composites under different conditions, e.g., gamma irradiation and soil degradation, are shown and then contrasted with the properties under the ordinary condition. Scanning electron microscopy (SEM), Fourier transform infrared spectroscopy (FTIR), and thermogravimetric analysis examinations were used to portray the morphology, mechanical properties, and warm properties of Kevlar-strengthened earthenware composite materials. The results from SEM showed that the morphology in the created composite had fewer voids, gaps, and breaks. The nearness of O-H, C-H, C=O, and C-O ingestion tops showed the novel qualities of each example, which is affirmed by FTIR spectroscopy. The trial result uncovered that all the mechanical properties are altogether high in Kevlar-fortified artistic composite at a lower level of filler material. Then again, rigidity is continuously expanded with the expansion of filler (up to 6.33 %) material in Kevlar-glass composite. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aKevlar. =650 \0$aTextiles et tissus$xProduction. =650 \0$aAramid. =650 \0$aChemistry phase. =650 \0$aPolyphenyleneterephthalamide. =700 1\$aChowdhury, Mohammad Asaduzzaman,$eauthor. =700 1\$aHossain, Imran,$eauthor. =700 1\$aShuvho, Md. Bengir Ahmed,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190873.htm =LDR 03289nab a2200481 i 4500 =001 JTE20190147 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190147$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190147$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA492.A3 =082 04$a668.3$223 =100 1\$aAntunes, Diogo P. C.,$eauthor. =245 10$aDevelopment of a Drop Weight Machine for Adhesive Joint Testing /$cDiogo P. C. Antunes, António M. Lopes, Carlos M. S. Moreira da Silva, Lucas F. M. da Silva, Paulo D. P. Nunes, Eduardo A. S. Marques, Ricardo J. C. Carbas. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (23 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAdhesive materials are increasingly being considered as one of the best methods for joining parts with dissimilar characteristics. This is mostly due to the advantages they offer when compared with other joining processes, such as fastening, riveting, or welding. Adhesives provide high mechanical strength, contribute to lighter structures, and can be applied on surfaces with complex geometries. This set of properties is highly sought out in the automotive and aerospace industries. However, to ensure vehicle safety, the crashworthiness of adhesively bonded structures must be assessed to guarantee that they can withstand high impact loads and also absorb the energy involved. Therefore, it is important to follow the rising interest in this type of bonding with experimental data that help to understand adhesives' behavior under impact conditions. In this article, a new drop weight impact test machine is proposed and its main features are highlighted, namely, the rotational anti-rebound subsystem and the U-shaped impactor, which are specifically designed to test adhesive joints. Experimental results of impact tests are presented, and the drop weight machine behavior is validated using numerical data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aAdhesive joints. =650 \0$aAdhesive joints$xTesting. =700 1\$aLopes, António M.,$eauthor. =700 1\$aMoreira da Silva, Carlos M. S.,$eauthor. =700 1\$ada Silva, Lucas F. M.,$eauthor. =700 1\$aNunes, Paulo D. P.,$eauthor. =700 1\$aMarques, Eduardo A. S.,$eauthor. =700 1\$aCarbas, Ricardo J. C.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190147.htm =LDR 03275nab a2200457 i 4500 =001 JTE20200006 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200006$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200006$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.85$223 =100 1\$aWang, Jiayu,$eauthor. =245 10$aDynamic Modulus Characteristics of Mixtures Containing Recycled Asphalt Pavements, Warm Mix Additives, and Antistrip Agents /$cJiayu Wang, Ningyi Su, Feipeng Xiao, Serji N. Amirkhanian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe utilization of reclaimed asphalt pavement (RAP) has proven to be a promising technology to solve some of the environmental issues and resource shortages in many parts of the world. The objective of this study was to investigate dynamic modulus and phase angle of surface type mixtures using two warm mix asphalt (WMA) technologies (i.e., warm mix additive E and foaming), and two liquid antistripping agents (ASAs). A total of 20 mixtures were designed and tested. Viscoelastic master curve modeling, statistical analysis, as well as continuous relaxation spectrums were conducted to obtain a better understanding of the properties of the mixtures. The results implied that RAP or WMA technologies had significant effects on mechanical performances, which should be carefully considered during mix design, but ASA agents, statistically, did not have such effects. In addition, the influence of RAP depended on WMA technology type, and the effects of ASA agents relied on aggregate and RAP source. The rheological index showed that both WMA technologies and ASA materials had negative impacts on the rheological properties of the mixtures, but the addition of RAP mitigates this impact only for mixtures containing ASA additives. Furthermore, the continuous relaxation spectrum confirmed the negative influences of WMA technologies and no obvious effects of ASA materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aPavements, Asphalt$xRecycling. =650 \0$aRecycled materials. =650 \0$aAsphalt pavements. =700 1\$aSu, Ningyi,$eauthor. =700 1\$aXiao, Feipeng,$eauthor. =700 1\$aAmirkhanian, Serji N.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200006.htm =LDR 02370nab a2200433 i 4500 =001 JTE20180032 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180032$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180032$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE153 =082 04$a629.282$223 =100 1\$aKong, Gangqiang,$eauthor. =245 10$aDynamic Response of Ballastless Track XCC Pile-Raft Foundation under Train Axle Loads /$cGangqiang Kong, Guangchao Sun, Hanlong Liu, Jiliang Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn order to study the dynamic response of ballastless track X-section cast-in-place concrete (XCC) pile-raft foundations under different axle loads, this article presents an experimental study focusing on the dynamical soil stresses and velocity response of a ballastless track XCC pile-raft foundation under vertical cyclic loading. It was found that the dynamic soil stresses on the subgrade surface and the subsoil surface exhibit "Ω" and "U" shapes, respectively. The gravel cushion has given an invaluable damping effect to the soil in transmitting velocity to the soil foundation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aMotor vehicle scales. =700 1\$aSun, Guangchao,$eauthor. =700 1\$aLiu, Hanlong,$eauthor. =700 1\$aLi, Jiliang,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180032.htm =LDR 03130nab a2200493 i 4500 =001 JTE20180779 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180779$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180779$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.M3 =082 04$a670$223 =100 1\$aGuo, Changgang,$eauthor. =245 10$aEffect of Grain Refinement by Laser Surface Treatment on Cell Adhesion Behavior of AZ91D Magnesium Alloy /$cChanggang Guo, Lingqian Wang, Jiansong Zhou, Baocheng Cao, Yimeng Xu, Bushra Sufyan Almaqrami, Bowu Zhu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aLaser surface melting (LSM) has been widely reported for corrosion protection to magnesium alloys. However, magnesium alloys are much better known as implant materials; thus, in this work, cell adhesion behavior of AZ91D magnesium alloy by LSM treatment was investigated. Scanning electron microscopy (SEM), energy-dispersive spectroscopy (EDS), contact angle measurements, hydrogen evolution tests, and cell culture study were used to characterize the microstructure, composition, surface energy, biodegradability, cell adhesion behavior, and cytocompatibility, respectively. Results showed that the biodegradation rate decreased, the surface energy (42.9±1.3 mJ/m 2 , N=10) was higher than that of the as-received one (23.1±1.2 mJ/m 2 , N=10), and the average surface roughness value (Ra) increased from 0.16±0.02 Μm to 2.53±0.03 Μm after LSM treatment. The laser-surface-treated magnesium alloys presented good cytocompatibility, and the cell adhesion on the surface of magnesium alloy was improved because of the higher surface energy, lower degradation, and increased roughness. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aMagnesium alloys. =650 \0$aMagnesium compounds. =650 \0$aMetallic composites. =700 1\$aWang, Lingqian,$eauthor. =700 1\$aZhou, Jiansong,$eauthor. =700 1\$aCao, Baocheng,$eauthor. =700 1\$aXu, Yimeng,$eauthor. =700 1\$aAlmaqrami, Bushra Sufyan,$eauthor. =700 1\$aZhu, Bowu,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180779.htm =LDR 03584nab a2200505 i 4500 =001 JTE20180471 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180471$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180471$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a670$223 =100 1\$aLi, Long,$eauthor. =245 10$aEffect of Process-Induced Resin Bead on the Measured Tensile Strength of Polyacrylonitrile-Based Carbon Fibers /$cLong Li, Zeshuai Yuan, Shipeng Zhu, Jianli Gao, Yuexiu Pan, Yunhua Yang, Zhihai Feng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe aim of this work is to investigate the effect of a process-induced resin bead on the measured tensile strength of polyacrylonitrile-based carbon fibers. It is found that the resin bead was formed on the surface of carbon fiber specimens if the carbon fibers impregnated with resin were positioned horizontally during the tensile specimen preparation. Mechanical testing results indicated that the measured tensile strength of carbon fibers noticeably decreased by about 10 % due to the formation of the resin bead, and the initial fracture of carbon fibers usually occurred around the resin bead. Moreover, the bending of the filaments in the resin bead had been observed by optical microscope. It is concluded that the flowing and curing of excess resin lead to the bending of loose filaments in carbon fiber tow during specimen preparation; thus, internal stress was subsequently formed in the fiber specimen, which is detrimental to the measured tensile strength. Finally, based on the microscopic observations, theoretical analysis under the maximum stress criterion was employed to predict the tensile strength of carbon fibers with a resin bead, and the theoretical results agree well with the experimental results. It is verified that the bending angle and the fraction of the bending filaments in the resin bead play important roles in deteriorating the measured tensile strength. These conclusions can help to improve the tensile testing method for accurately measuring the tensile strength of high modulus carbon fibers. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aFibrous composites. =650 \0$aComposite materials. =650 \0$aFiber-reinforced composite. =650 \0$aGraphite/epoxy. =700 1\$aYuan, Zeshuai,$eauthor. =700 1\$aZhu, Shipeng,$eauthor. =700 1\$aGao, Jianli,$eauthor. =700 1\$aPan, Yuexiu,$eauthor. =700 1\$aYang, Yunhua,$eauthor. =700 1\$aFeng, Zhihai,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180471.htm =LDR 03412nab a2200469 i 4500 =001 JTE20200288 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200288$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200288$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE250 =082 04$a625.8$223 =100 1\$aGuo, W.,$eauthor. =245 10$aEvaluation of Calibration Procedures of British Pendulum Tester /$cW. Guo, L. Chu, T. F. Fwa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aLike all test devices, a British pendulum tester has to be calibrated to ensure that its measurements are correct and accurate within acceptable limits. The ASTM E303 and BS EN 13036-4 standards present two established and widely followed calibration procedures for the British pendulum tester. Though similar in most aspects, there are some differences in the two calibration procedures. This study examines the impacts on British pendulum test (BPT) results of the calibration requirements of the two standards by means of a finite element BPT simulation model developed based on theories of mechanics. The simulation model is applied to analyze the range of variations in the test values of BPT devices with different operating parameter values within the allowable limits of the two standard procedures. It is found that two BPT devices both satisfying the ASTM E303 calibration requirements could produce measurements with a difference of more than 60 % of their mean test value, and for BS EN 13036-4 it is more than 25 %. It means that different BPT devices, all meeting necessary calibration and precision requirements of either of the two standards, could give different test values that might lead to different skid resistance assessments of the pavement tested. This is unsatisfactory for practical applications in skid resistance evaluation of pavements. Based on analyses of the simulation model, this study proposed revised calibration limits to achieve more acceptable magnitudes of differences between the measurements made by different BPT devices. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aPavements$vCongresses. =650 \0$aPavements$xSkid resistance$vCongresses. =650 \0$aFriction. =650 \0$aSurfaces (Technology)$xSkid resistance. =650 \0$aSurface characteristics. =700 1\$aChu, L.,$eauthor. =700 1\$aFwa, T. F.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200288.htm =LDR 03244nab a2200445 i 4500 =001 JTE20180100 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180100$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180100$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE212 =082 04$a628.505$223 =100 1\$aZhu, Zhiduo,$eauthor. =245 10$aExperimental Study on Road Base Material of Geopolymer Recycled Concrete /$cZhiduo Zhu, Suen Gu, Zhen Tang, Lei Song. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn order to treat and recycle massive waste concrete, ground waste concrete powder (GWCP) and fly ash (FA) were utilized to produce a geopolymer, a kind of cementitious material. The geopolymer and recycled concrete aggregates (RCAs) were then used to produce geopolymer recycled concrete (GRC), which can be used as a road base material. The feasibility of GRC as a road base material was analyzed by a series of tests, including the mixture ratio test of the geopolymer, road performance test of RCAs, and the tests for mechanical properties of GRC. The test results show that for the geopolymer, the optimum mixture ratio of GWCP to FA was 30/70 (weight/weight), with the concentration of sodium hydroxide (NaOH) solution being 18 mol/L, and the modulus of water glass being 1.5. Except for the slightly large water absorption content, the sludge content, flat and elongated particle content, and the crushing value of RCAs meet the technical requirements for aggregates of road base. The unconfined compressive strength, splitting strength, uniaxial compression modulus, water stability, and dry shrinkage of GRC meet the requirements of the related codes, indicating that it can be used in road base. GRC is not only capable of solving the problems of waste concrete treatment but can also reduce the exploitation of natural stone, the use of cement, and the emission of air pollutants, bringing obvious environmental, economic, and social benefits. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aRoads$xDesign and construction. =650 \0$aGround waste concrete powder. =700 1\$aGu, Suen,$eauthor. =700 1\$aTang, Zhen,$eauthor. =700 1\$aSong, Lei,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180100.htm =LDR 03633nab a2200493 i 4500 =001 JTE20180804 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180804$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180804$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTF550 =082 04$a620.37$223 =100 1\$aGómez, Jorge,$eauthor. =245 10$aExperimental Validation of a New Antivibration Elastomeric Material Fabricated from End-of-Life Tires for Slab Track Systems with Embedded Rail /$cJorge Gómez, José Antonio Casado, Isidro A. Carrascal, Soraya Diego, Diego Ferreño, Catalina Mondragón. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article is focused on the experimental characterization and validation of a novel elastomeric material fabricated from the grinded end-of-life tires blended with polyurethane resin. This material will be used as a vibration and noise attenuator in railway slab track systems with embedded rail, commonly used in urban areas. Cylinders with different combinations of grain sizes (coarse, medium, and fine) of end-of-life tires and contents of resin were mechanically tested to obtain the Young's modulus. The most versatile combination consisting in 50 % coarse+50 % medium size grains was selected. Two real-scale prototypes consisting of a rail surrounded by the rubber mixture and the concrete slab were designed and fabricated to be applied under normal conditions (low attenuation system) and under situations where vibrations could be fatal (high attenuation system). These prototypes were subjected to static, dynamic, and fatigue loading conditions, applying vertical and angular loads, to validate their mechanical performance. In addition, a vibroacustical experimental study was carried out to obtain the frequency response and the receptance functions. A one-degree-of-freedom analytical model was developed to obtain a loss factor η =0.287 and a vibration attenuation capacity of the system for the human ear peak sensitivity of ∼40 dB. This study proves the validation of this new eco-friendly material to be used as a vibration attenuator for railway traffic. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aRailroad trains$xNoise$vCongresses. =650 \0$aNoise control$vCongresses. =650 \0$aRailroad trains$xVibration$vCongresses. =650 \0$aDamping (Mechanics)$vCongresses. =700 1\$aCasado, José Antonio,$eauthor. =700 1\$aCarrascal, Isidro A.,$eauthor. =700 1\$aDiego, Soraya,$eauthor. =700 1\$aFerreño, Diego,$eauthor. =700 1\$aMondragón, Catalina,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180804.htm =LDR 02916nab a2200433 i 4500 =001 JTE20190122 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190122$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190122$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK1087 =082 04$a696$223 =100 1\$aHussaini, M. Mohammadha,$eauthor. =245 10$aExperimental Validation of Photovoltaic System with Isolated Dual Inductor dc-dc Converter for Grid-Connected Application /$cM. Mohammadha Hussaini, A. Josephine Amala. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article presents a double inductor-based converter for a grid-connected photovoltaic (PV) system with the utilization of the battery bank. This converter used to give continuous power to the three-phase four-wire power distribution system from the PV array. In order to increase the low magnitude of the PV array output voltage into a high dc voltage required for the three-phase dc link, the proposed system offers two boost stages. The double inductor-based converter gives power to the load in both the switched ON and OFF conditions of the chopping switch over buck, boost, and Cuk converters utilized in the PV-coordinated grid-connected applications. The operations of the proposed double inductor-based converter sustained three-phase four-wire power distribution system are analyzed and presented. The digital simulation and hardware experimental prototype results are presented to examine the performance of the presented double boost converter fed to the three-phase four-wire power distribution system. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aPhotovoltaic power systems$xDesign and construction. =650 \0$aPhotovoltaic power systems$xInstallation. =650 \0$aRenewable energy resources$vHandbooks, manuals, etc. =700 1\$aAmala, A. Josephine,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190122.htm =LDR 03571nab a2200469 i 4500 =001 JTE20180793 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180793$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180793$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA658.8 =082 04$a624.17713$223 =100 1\$aHenry, Todd C.,$eauthor. =245 10$aFatigue Performance of Polyamide 12 Additively Manufactured Structures Designed with Topology Optimization /$cTodd C. Henry, Terrence E. Johnson, Robert A. Haynes, Albert Tran. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAdditive manufacturing technologies can produce structures with complex geometry, generally as time goes on at higher levels of quality and repeatability. Complex geometry is attractive because it allows for mass redistribution to structural regions where stress is highest, which is comparatively advantageous to solid section designs. Additively manufactured structures, however, are sensitive to stress concentrations either from geometry or defects reducing the overall strength and fatigue performance. It is, therefore, important to address stress concentrations from a design perspective, formulating a process that ensures fatigue performance. A topology optimization process is presented for designing a beam subjected to three-point loading with objectives to reduce structural volume/mass while representing the expected fatigue life as a function of the stress. The design process produced structures with between 28 and 67 % of the original volume of material for a given volumetric constraint with material redistributed to reduce stress concentrations. Two designs were fabricated of polyamide 12 using selective laser sintering and tested mechanically to failure under quasistatic and cyclic fatigue loading. Experimentally, digital image correlation was used to observe the onset of failure and strain response in the structure, which showed that vertical members typically failed by buckling and material yielding. Load, displacement, cycles to failure, and heat generation were measured during fatigue loading, capturing significant viscoelastic self-heating and plasticity behavior in the vertical structural members. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aTopology. =650 \0$aMathematical optimization. =650 \0$aStructural optimization. =650 \0$aMechanical engineering. =700 1\$aJohnson, Terrence E.,$eauthor. =700 1\$aHaynes, Robert A.,$eauthor. =700 1\$aTran, Albert,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180793.htm =LDR 03767nab a2200493 i 4500 =001 JTE20200192 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200192$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200192$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLD791.8.M19 =082 04$a615.19$223 =100 1\$aGhafoorzadeh, S.,$eauthor. =245 10$aFeasibility Study on Functionalization of Mesoporous Titanium Dioxide by Electron Beam Irradiation for Smart Delivery of Oncology Drugs /$cS. Ghafoorzadeh, M. Askarbioki, S. P. Shirmardi, S. Khakshournia, S. Kargar, A. Amooee, R. Ranjbar Jamalabadi, E. Saniei. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTitanium oxide (TiO 2 ) is used as a heterogeneous catalyst in many chemical processes. Because of its high surface area and uniform channels, titania is also used for material transfer in reactions and targeted drug delivery systems, particularly hematology and oncology drugs. This study aims to functionalize titania by electron beam irradiation and achieve optimal irradiation dose conditions for the smart delivery of hematology drugs. Functionalized TiO2 with 3-aminopropyl-trimethoxysilane (APTS), 3-methoxybenzyl alcohol, 2-nitrobenzyl alcohol, 2,4-dinitrobenzyl alcohol 4-nitrobenzyl alcohol is a suitable compound for medical and intelligent drug delivery purposes. To this end, TiO 2 was first synthesized by the sol-gel method, and then using Fourier-transform spectroscopy, the functionalization of the mentioned compounds and the effects of different irradiation doses and reactants were investigated. The irradiation dose and the type of alcohol are very important factors for the functionalization of TiO 2 , which are discussed in this article, and finally, the optimal dose and the functionalization reaction mechanisms are proposed. In optimum irradiation conditions, 3-APTS, 3-methoxybenzyl alcohol, 2-nitrobenzyl alcohol, 2,4-dinitrobenzyl alcohol 4-nitrobenzyl alcohol were successfully grafted onto TiO2 , which can be used successfully as controlled hematology drugs delivery systems. The use of an electron irradiation technique for the functionalization of mesoporous titania compounds has many advantages over similar chemical methods such as higher reaction speed, higher efficiency, and lower chemical contamination. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aFourier-transform spectroscopy. =650 \0$aMesoporous titania compounds. =700 1\$aAskarbioki, M.,$eauthor. =700 1\$aShirmardi, S. P.,$eauthor. =700 1\$aKhakshournia, S.,$eauthor. =700 1\$aKargar, S.,$eauthor. =700 1\$aAmooee, A.,$eauthor. =700 1\$aRanjbar Jamalabadi, R.,$eauthor. =700 1\$aSaniei, E.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200192.htm =LDR 02952nab a2200433 i 4500 =001 JTE20180729 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180729$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180729$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL725.3.R8 =082 04$a629.136028/9$223 =100 1\$aMarcobal-Barranco, José Ramón,$eauthor. =245 10$aFunctional Assessment of Port Pavements: The Case of Container Terminals /$cJosé Ramón Marcobal-Barranco, Antonio L. Lara-Galera, Alberto Camarero-Orive. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPavements play an essential role in the handling of cargo in port areas. This led the Spanish State Ports Authority, together with the Technical University of Madrid (UPM), to embark on an initiative these past ten years to improve pavements in Spanish ports. Part of the doctorate program at UPM on port pavement maintenance is being developed into a pavement condition index for container storage and operation areas. This index includes some aspects of the pavement that directly affects operations, namely, pavement distresses related to roughness, terminal zone, occupancy level and capacity of the terminal, and importance assessed by traffic intensity. Pavement roughness directly affects driver comfort, working speed and pace of work, crane breakdowns, and general operation efficiency. The other factor regarding pavement condition considers the real influence on the transportation line in terms of cost. All the steps of the process were checked by an expert panel formed by technicians involved in this activity area to complete a good functional assessment process for port pavements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aRunways (Aeronautics)$xRecycling. =650 \0$aPavements, Concrete$xRecycling. =700 1\$aLara-Galera, Antonio L.,$eauthor. =700 1\$aCamarero-Orive, Alberto,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180729.htm =LDR 03031nab a2200433 i 4500 =001 JTE20180287 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180287$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180287$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN880.5 =082 04$a363.17$223 =100 1\$aAzizzadeh, T.,$eauthor. =245 10$aIdentification and Sizing of Neighboring Pits Using Three-Axis Magnetic Flux Leakage Technique /$cT. Azizzadeh, M. S. Safizadeh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aNeighboring corrosion pits are one of the most frequently found defects in gas pipelines. Because of the interaction with each other, these defects accelerate the corrosion growth rates in the wall of the pipelines. Hence, it is meaningful to discriminate multiple neighboring pits from single isolated pits by analyzing their characteristics. This article presents the results of a study on the use of a three-axis magnetic flux leakage (MFL) technique for the identification and sizing of neighboring corrosion pits. Various patterns of two neighboring pits are considered by modifying the separation distances between them. Finite element modeling as well as experimental measurements is used to investigate the spatial distributions of the three MFL components (axial, radial, and circumferential) generated by the neighboring pits. The results indicate that the axial as well as the radial MFL components of the neighboring pits merge to one signature the closer the two defects are, and thus, no width sizing of the individual pits is possible anymore. In contrast, both pits are still discernible in the circumferential MFL signatures. The described method can help to identify neighboring corrosion pits and thus improve the sizing accuracy of MFL measurements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aMagnetic testing. =650 \0$aNatural gas pipelines$xInspection. =650 \0$aLeak detectors. =700 1\$aSafizadeh, M. S.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180287.htm =LDR 02883nab a2200457 i 4500 =001 JTE20180965 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180965$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180965$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.22 =082 04$a620.1633$223 =100 1\$aThirukumaran, M.,$eauthor. =245 10$aIndentation Creep Response and Rupture Mechanisms in GLARE: Experimental and Statistical Evaluation /$cM. Thirukumaran, J. T. Winowlin Jappes, I. Siva, S. Anand Kumar, Sandro C. Amico. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aFiber metal laminates (FMLs) are structural materials that play a vital role in the aviation sector, in which they are exposed to cyclic long-term loading. This article investigates creep response and rupture mechanisms of glass laminate aluminum reinforced epoxy (GLARE) FMLs based on microindentation creep testing. Specimens were manufactured by compression molding, and experiments were conducted under different test parameters, namely, aluminum surface treatment (in terms of surface roughness), creep chamber temperature, indentation load, and run time. In addition, rupture mechanisms were analyzed using scanning electron microscopy. The individual interaction of control parameters on creep strain and mass loss response was studied using Taguchi method. Among the studied factors, specimen condition and creep chamber temperature predominantly control creep rupture, whereas load and time were less important, as confirmed by statistical predictions using linear regression. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aMaterials$xCreep. =650 \0$aMetals$xCreep. =700 1\$aWinowlin Jappes, J. T.,$eauthor. =700 1\$aSiva, I.,$eauthor. =700 1\$aAnand Kumar, S.,$eauthor. =700 1\$aAmico, Sandro C.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180965.htm =LDR 02985nab a2200469 i 4500 =001 JTE20180728 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180728$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180728$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1186 =082 04$a621.9$223 =100 1\$aSivalingam, Vinothkumar,$eauthor. =245 10$aInvestigation of Cryogenically Treated Physical Vapor Deposition TiAlN/NbN-Coated Carbide Inserts in End Milling of Hard Titanium Alloy /$cVinothkumar Sivalingam, Jie Sun, Baskaran Selvam, Pengwei Zheng, Zhuoliang Zan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCryogenic-treated inserts (CTIs) are playing a vital role in the significant improvement of tool life and the enhancement of mechanical properties of the cutting tools during conventional machining process. This work addressed the upshot of cryogenic treatment of physical vapor deposition TiAlN/NbN-coated carbide insert on the machinability of a Ti-6Al-4V alloy workpiece. It is weighed in terms of surface roughness, chip morphology, and tool wear in the cutting tool insert. Surface roughness was measured by a noncontact type 3-D laser scan microscope system. The observed average surface roughness in CTI reduction is between 13 and 32 % over that of the untreated insert (UTI) machining condition. The multisurface chip characteristics of free surface and back surface were identified and broken down by scanning electron microscopy. The experimental results demonstrated that the favorable chips and the reduction in tool wear were better achieved under the CTI machining condition than under the UTI machining condition. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aManufacturing processes. =650 \0$aMachinery. =650 \0$aMetallurgy. =700 1\$aSun, Jie,$eauthor. =700 1\$aSelvam, Baskaran,$eauthor. =700 1\$aZheng, Pengwei,$eauthor. =700 1\$aZan, Zhuoliang,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180728.htm =LDR 03691nab a2200433 i 4500 =001 JTE20180626 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180626$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180626$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC996 =082 04$a551.5/246$223 =100 1\$aXu, Dongqing,$eauthor. =245 10$aInvestigation of the Coarse Aggregate Texture Property Using an Improved Laplacian Smoothing Algorithm /$cDongqing Xu, Dong Zhang, Xinyi Zhuang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSurface texture is one of the most important morphology properties of coarse aggregates. It has an important effect on the performances of asphalt mixtures, such as the stiffness modulus and high temperature stability. Accurate characterization of the coarse aggregate texture is important for the quality control of coarse aggregates and the design of asphalt mixtures. The two-dimensional (2-D) image analysis method has been used to study the texture property of coarse aggregates in the past two decades. Because of the spatial and mesoscopic properties of the surface texture of coarse aggregates, the traditional 2-D image analysis method is not accurate enough to characterize the texture. In this study, a three-dimensional (3-D) image analysis method (Laplacian smoothing algorithm) was employed to study the coarse aggregate texture property based on the high-precision 3-D image. A minor improvement was added into the Laplacian smoothing algorithm to determine the smoothing scale. Three parameters (deviation limit, iteration number, and smoothness level) are used in the improved Laplacian smoothing algorithm to control the final smoothing result. The 3-D images with the precision of 0.05 mm and 0.1 mm of two sizes of limestone aggregates and two sizes of basalt aggregates were used to study the effect of the three parameters on the smoothing results. The optimal combination of the three parameters was determined based on the parameter study. The results indicate that the deviation limit should be set to 3%, the iteration number should be set to 1, and the smoothness level should be set to 1. A preliminary discussion on the scanning precision was presented based on the 3-D aggregate images with the precision of 0.05, 0.1, 0.2, and 0.5 mm. The results indicate that the 3-D images with average point spacing greater than or equal to 0.2 mm cannot provide sufficient texture details for the evaluation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aSpline theory. =650 \0$aWeather forecasting. =700 1\$aZhang, Dong,$eauthor. =700 1\$aZhuang, Xinyi,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180626.htm =LDR 03241nab a2200421 i 4500 =001 JTE20180805 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180805$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180805$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.N35 =082 04$a620.115$223 =100 1\$aKashfi, Samira Sadat,$eauthor. =245 10$aLaboratory Investigation of the Composite of Slurry Seal Asphalt Reinforced by Hybrid Nanomaterials and Fiber /$cSamira Sadat Kashfi, Javad Tanzadeh, Fatemeh Ramzanniya Gilani. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSlurry seals are a hard wearing surface for pavement preservation. The main purpose of this study is to investigate the effects of nanomaterials and styrene butadiene rubber (SBR) latex on fatigue and rutting performance, wet cohesion properties, abrasive performance, and raveling resistance of the fiber-reinforced slurry seal. Firstly, the optimal slurry seal composition was determined under the effect of SBR polymer and synergistic nanomaterials. Results showed that simultaneous addition of nanolime and nanoclay significantly improves the fatigue life and rutting resistance of slurry seal mixtures. In addition, the simultaneous addition of nanomaterials reduces the amount of abrasion by about 63 % and significantly enhances the resistance of a slurry seal mixture. Moreover, the combination of nanomaterials, in particular, nanoclay, with 4 % modified asphalt binder, increases the raveling resistance and ultimately improves the friction resistance of the slurry seal. Finally, after comparing the performance of different mixtures, the slurry seal modified with polyester fiber with 8 % asphalt binder emulsion containing 6 % latex, 3 % nanoclay, and 3 % nanolime was determined as the optimum mixture. The analysis of variance showed that the nanomaterials have a significant effect on the fatigue and rutting properties, adhesion and cohesion resistance and abrasion performance of slurry seal at the confidence level of 95 %. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aNanostructured materials. =700 1\$aTanzadeh, Javad,$eauthor. =700 1\$aGilani, Fatemeh Ramzanniya,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180805.htm =LDR 03591nab a2200457 i 4500 =001 JTE20180645 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180645$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180645$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA447 =082 04$a621.8/672$223 =100 1\$aLi, Yue,$eauthor. =245 10$aLaboratory Measurement of Excavation Disturbance Effect Due to Trenchless Construction Using Distributed Fiber Optics Strain Sensing /$cYue Li, Hao Wang, Jing Cai, Ge Song. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aExcavation disturbance induced by trenchless construction may lead to underground movement and deformation, which can be a potential hazard to the safety of overlying pavement structure. However, the development of a fiber optic-distributed sensing approach in recent years has provide an effective way for continuous measurement of soil strain. In this study, the mechanism of the excavation disturbance effect that is due to trenchless construction was investigated based on laboratory experiments. The sensing fibers were embedded within the overburden layer above the excavation surface to measure the distributed soil strain using Brillouin optical time-domain analysis. The relationships between ground settlements and soil strains were analyzed. The partition theory of excavation disturbance zone was verified based on test results. The influence of excavation on mechanical responses of overlying model pavement, including bending deformation and soil pressure, was measured and discussed. Laboratory test results indicated that soil strains were nearly symmetrically distributed around the excavation area, which was compressive close to the centerline and then became tensile on both sides of the excavation area. The width of the excavation disturbance zone derived from the soil strain measurements was found close to the calculation results based on the partition theory. Because of the uneven distribution of the support force that was caused by foundation settlement, the model pavement showed notable bending deformation after excavation. Therefore, the combined effects of traffic loading and excavation disturbance should be considered in the safety evaluation of trenchless construction. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aPipe, Concrete$xDesign and construction. =650 \0$aPrecast concrete. =650 \0$aTrenchless construction. =700 1\$aWang, Hao,$eauthor. =700 1\$aCai, Jing,$eauthor. =700 1\$aSong, Ge,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180645.htm =LDR 03510nab a2200505 i 4500 =001 JTE20190883 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190883$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190883$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD281.P6 =082 04$a547.840455$223 =100 1\$aLiu, Jin,$eauthor. =245 10$aMechanical Properties Improvement of Polyvinyl Acetate Polymer-Treated Sand with Plant Fiber Reinforcement /$cJin Liu, Xiao Shi, Changqing Qi, Zhihao Chen, Fan Bu, Wei Qian, Canhui Jiang, Xiaowei Lan, Zezhuo Song. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSand as a building material is pretty common in engineering constructions such as slopes and foundation pits. The great instability is generally generated because of the lack of cohesion inside and such instability is more serious during rains or when subjected to excessive external loads. This paper is aimed to study a combination of polyvinyl acetate polymer and sisal fiber as reinforcement materials. The focus of this study is to determine the effects of polymer content, fiber content, and dry sand density on the improvement in mechanical behavior of reinforced poorly graded sand. A series of direct shear, unconfined compression, and tensile tests on the reinforced sand have been conducted. The results suggest that the reinforcement effect increases with dry sand density up to 1.55 g/cm 3 and then levels off. For fixed dry sand density, the strength of the improved sand enhances with the augment of polymer and plant fiber contents. At maximum contents, the reinforced sand can have 480 kPa of shear tensile strength, 1,276 kPa of unconfined compressive strength, and 240 kPa of tensile strength. The reinforcement mechanisms are revealed by Scanning Electron Microscope images. Polymer forms firm the polymer-soil matrices that enhance the fiber-sand interactions to mobilize tensile stresses. The combined use of polymer and fiber is preferred in engineering practices because of its zero negative impacts on the environment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aPolymerisation. =650 \0$aReinforcement materials. =700 1\$aShi, Xiao,$eauthor. =700 1\$aQi, Changqing,$eauthor. =700 1\$aChen, Zhihao,$eauthor. =700 1\$aBu, Fan,$eauthor. =700 1\$aQian, Wei,$eauthor. =700 1\$aJiang, Canhui,$eauthor. =700 1\$aLan, Xiaowei,$eauthor. =700 1\$aSong, Zezhuo,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190883.htm =LDR 03109nab a2200433 i 4500 =001 JTE20180429 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180429$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180429$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1191.5 =082 04$a660$223 =100 1\$aSamy, G. S.,$eauthor. =245 10$aObservations of Machining Performance during Turning AA6351-B4C Composite /$cG. S. Samy, S. Thirumalai Kumaran, M. Uthayakumar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study investigates the machining characteristics of stir-cast AA6351-boron carbide composite under dry condition. The influences of input parameters on output responses, such as temperature rise, cutting force, tool wear, and surface roughness, are investigated. The monolayer titanium nitride-coated solid carbide insert tool CNMG120412 (80° diamond shaped with a nose radius of 1.2 mm) has been used to perform the experiments. The temperature and cutting forces are measured by using a FLIR infrared thermal image camera and piezoelectric dynamometer. The reduction in temperature is noted at a low spindle speed (Vc), which is due to the discontinuous chip formation. The increase in feed rate ( f ) has reduced the coefficient of friction ( Μ ) as a result of a decrease in the friction angle. The lowest value of Μ , 0.5567, is obtained at a low Vc and a high f . The increase in temperature at a high Vc reduces the specific cutting pressure and results in a low thrust force. The tool wear is examined by using a scanning electron microscope to analyze the wear mechanisms. At a high Vc , an increase in temperature reduces mechanical load and protects the tool from abrasion wear; it results in good surface finish. A low surface roughness value of 1.08 μm is achieved at a high Vc and ensures the surface quality. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aMonolayer titanium nitride. =650 \0$apiezoelectric dynamometer. =700 1\$aKumaran, S. Thirumalai,$eauthor. =700 1\$aUthayakumar, M.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180429.htm =LDR 03760nab a2200493 i 4500 =001 JTE20190002 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190002$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190002$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ342 =082 04$a658.4013$223 =100 1\$aChinnuraj, Shanmugam,$eauthor. =245 10$aOptimization of Process Parameters of Epoxy Granite for Strength and Damping Characteristics Using TOPSIS Method /$cShanmugam Chinnuraj, Thyla Pudukarai Ramaswamy, Mohanram Pidugun Venkatachalam, Mahendrakumar Nataraj, Ramu Murugan, Mohanraj Selvakumar, Shanmugasundaram Dhandabani, K. N. ManojKumar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe main requirements for machine tool structures are higher damping, stiffness, and dimensional stability and low thermal expansion coefficient. Compared with cast iron (CI), stone-based polymer composite provides improved damping characteristics, because of which it is being considered as an alternate material for machine tool structures in recent research. In this work, process parameters of epoxy granite (EG) composite were optimized using the technique for order preference by similarity to ideal solution (TOPSIS) method to obtain optimum strength characteristics. The effect of process parameters, namely curing time (A), aggregate mass fraction (B), aggregate size mix (C), curing temperature (D), and stirring speed (E) on static and dynamic characteristics of EG composite were investigated. An analysis of variance test was performed to identify the significant process parameters with a confidence level of 95 %. The predicted process parameters are verified through confirmatory tests, which showed an improved preference value of 0.0948. To obtain optimum strength properties, the recommended optimum process parameters are found to be A=12 h, B=0.8, C=aggregate size mix 1, D=40°C, and E=90 r/min. Experimental modal analysis also revealed that the damping factor of EG composite with aggregate mass fraction B=0.8 is 10 times higher than that of CI. Morphological analysis of EG composite using a field emission scanning electron microscope showed that granite aggregates are uniformly distributed with better epoxy bonding characteristics. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aDecision support systems. =650 \0$aFuzzy systems. =700 1\$aRamaswamy, Thyla Pudukarai,$eauthor. =700 1\$aVenkatachalam, Mohanram Pidugun,$eauthor. =700 1\$aNataraj, Mahendrakumar,$eauthor. =700 1\$aMurugan, Ramu,$eauthor. =700 1\$aSelvakumar, Mohanraj,$eauthor. =700 1\$aDhandabani, Shanmugasundaram,$eauthor. =700 1\$aManojKumar, K. N.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190002.htm =LDR 02752nab a2200433 i 4500 =001 JTE20180955 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180955$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180955$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA706.5 =082 04$a624.1513$223 =100 1\$aMishra, Sunita,$eauthor. =245 10$aPhysio-Mechanical Characterization of Rocks /$cSunita Mishra, Anuradha Khetwal, Tanusree Chakraborty. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (23 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe present study aims to investigate the physical, petrological, and mechanical properties of ten different types of rocks in the Indian subcontinent, required for the design of structures built in rocks. A comparative assessment is done for the stress-strain response of all the rocks collected under three main categories, e.g., igneous, sedimentary, and metamorphic. The physical properties, e.g., densities and slake durability indices, are determined. The peterological tests are carried out by scanning electron microscope and the X-ray diffraction technique. Mechanical properties, e.g., hardness, uniaxial compressive strength, elastic modulus, and Poisson's ratio, of the 10 different types of rocks are obtained through static loading at a strain rate of 0.001/s. Lastly, various correlation equations are proposed relating the uniaxial compressive strength, density, elastic modulus, and hardness of the 10 rocks. And the rocks are classified based on the Deere-Miller rock mass classification system. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aRocks$xTesting. =650 \0$aSedimentary rocks. =700 1\$aKhetwal, Anuradha,$eauthor. =700 1\$aChakraborty, Tanusree,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180955.htm =LDR 03796nab a2200481 i 4500 =001 JTE20190040 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190040$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190040$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE153n. TE7 =082 04$a388$223 =100 1\$aWalubita, Lubinda F.,$eauthor. =245 10$aPortable WIM Systems: Comparison of Sensor Installation Methods for Site-Specific Traffic Data Measurements /$cLubinda F. Walubita, Enad Mahmoud, Luis Fuentes, Julius J. Komba, Eyoab Zegeye Teshale, Abu N. M. Faruk. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAs an alternative to costly permanent weigh-in-motion (WIM) stations that are mostly limited to major interstate highways, portable WIM systems are often used as a substitute or supplement to routinely collect site-specific traffic data (both volume and weight) for pavement design and analysis applications. By comparison, portable WIM systems are cost effective and much easier to install at any desired highway site/location. However, accuracy, reliability, and data quality have been some of the key challenges of portable WIM systems. As a means of addressing these challenges, this field pilot study was undertaken to comparatively evaluate two different sensor installation methods for routine traffic data measurements: the pocket tape and metal plate methods. The two methods were comparatively evaluated in terms of their practicality, simplicity of installation, cost effectiveness, resource/manpower needs, environmental sensitivity and endurance, consistency, data accuracy, and statistical reliability of the traffic data measurements. Along with a side-by-side field validation using permanent WIM data, the findings from the study indicated that the metal plate sensor installation method is superior to the pocket tape method, particularly in terms of data accuracy, data quality, statistical reliability, and endurance. Its traffic data accuracy rate was found to be 87∼91 % compared with 79 % for the pocket tape method, which exhibited a significant loss of sensitivity and data accuracy after 7 d of traffic measurements. Overall, the conclusions of this study provide technical merit and preference to the metal plate method over the pocket tape sensor installation method, particularly for traffic data measurements exceeding 7 d. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aTraffic monitoring. =650 \0$aBicycle traffic flow$xMeasurement. =650 \0$aTraffic flow$xMeasurement. =700 1\$aMahmoud, Enad,$eauthor. =700 1\$aFuentes, Luis,$eauthor. =700 1\$aKomba, Julius J.,$eauthor. =700 1\$aTeshale, Eyoab Zegeye,$eauthor. =700 1\$aFaruk, Abu N. M.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190040.htm =LDR 03167nab a2200445 i 4500 =001 JTE20180486 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180486$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180486$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669$223 =100 1\$aNahazanan, Haslinda,$eauthor. =245 10$aShear Behavior of Crushed Mudstone and Claystone under Macrostructural and Microstructural Approaches /$cHaslinda Nahazanan, Ili Syazwani Rosley, Zainuddin Md. Yusoff. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article discussed the shear behavior of crushed mudstone and claystone in Malaysia when subjected to short- and long-term immersion while staged compression-immersion-direct shear tests were performed. The crushed mudrocks were subjected to 5 stages of loading (50 kPa, 100 kPa, 150 kPa, 300 kPa, and 600 kPa) with and without immersion, whereby immersions were done at 100 kPa and 600 kPa vertical loads were referred to as long- and short-term immersion tests, respectively. A variable pressure scanning electron microscope (VPSEM) and X-ray diffraction (XRD) were employed for microstructural investigation so as to give a microstructural description of crushed mudrock failure upon shearing. It is found that short-term immersion had caused the crushed mudrocks to be less brittle while long-term immersion resulted in fully plastic straining behavior for both crushed mudrocks. XRD results revealed that claystone contained higher swelling minerals compared to mudstone, which explains the clod-form of claystone seen in VPSEM images. Based on both macrostructural and microstructural investigation, it is found that the crushed mudrocks are more susceptible to failure under short-term immersion, while long-term immersion caused the crushed mudrocks to achieve a stable state and be less sensitive to further moisture changes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aMetallurgy. =650 \0$aSedimentary rocks. =650 \0$aMudstone. =700 1\$aRosley, Ili Syazwani,$eauthor. =700 1\$aYusoff, Zainuddin Md.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180486.htm =LDR 02533nab a2200433 i 4500 =001 JTE20200391 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200391$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200391$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.N35 =082 04$a620.115$223 =100 1\$aZhang, Henglong,$eauthor. =245 10$aSynergetic Effect of Multi-Dimensional Nanomaterials on Aging Resistance of Asphalt /$cHenglong Zhang, Chongzheng Zhu, Haihui Duan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe effect of different nanomaterials on the aging resistance of asphalt was investigated. Three types of nanomaterials, organic expanded vermiculite (OEVMT), nano zinc oxide (ZnO), and multi-dimensional nanomaterials composed by OEVMT and ZnO, were compared. The results show that the single nanomaterial (OEVMT or ZnO) can only enhance one of the abilities to resist thermal-oxidative aging and ultraviolet aging, whereas the multi-dimensional nanomaterials can improve both types of aging resistance effectively. Moreover, compared with the single nanomaterials, the multi-dimensional nanomaterials under the same content show an excellent synergetic effect on thermal-oxidative antiaging ability and have the equivalent ultraviolet aging resistance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aCoatings$xThermal properties. =650 \0$aNanostructured materials. =700 1\$aZhu, Chongzheng,$eauthor. =700 1\$aDuan, Haihui,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200391.htm =LDR 03500nab a2200445 i 4500 =001 JTE20180660 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180660$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180660$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.8/4$223 =100 1\$aKhan, Qasim S.,$eauthor. =245 10$aTensile Testing of Carbon FRP (CFRP) and Glass FRP (GFRP) Bars: An Experimental Study /$cQasim S. Khan, M. Neaz Sheikh, Muhammad N. S. Hadi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe available ASTM recommends grout-filled steel tube anchors (STAs) for the tensile testing of 6.4- to 32-mm-diameter glass fiber-reinforced polymer (GFRP) bars and a 9.5-mm-diameter carbon FRP (CFRP) bar. The available ASTM provides minimum STA dimensions for tensile testing of the FRP bars. However, because of the large variations in the FRP bars, the exact STA dimensions for successfully testing the FRP bars in tension vary significantly and depend on the type and diameter of the FRP bar. In this experimental study, tensile testing of 9- and 15-mm-diameter CFRP bars and a 15.9-mm-diameter GFRP bar was successfully conducted using cement grout-filled STAs. For the 9-mm-diameter CFRP bar, a STA of 31.8-mm outer diameter (OD), 17.6-mm inner diameter (ID), and 460-mm anchorage length ( La ) was used. For the 15-mm-diameter CFRP bar, a STA of 46.3-mm OD, 27.1-mm ID, and 600 mm La was used. For the 15.9-mm-diameter GFRP bar, a STA of 46.3-mm OD, 27.1-mm ID, and 460-mm La was used. This study investigated the effect of anchorage length of STAs, number of sand coat layers, and grout age on the tensile stress-strain response of the FRP bars. The experimental results showed that increasing the anchorage length of STAs and the number of layers of sand coating improved the frictional resistance between the FRP bars and the surrounding cement grout, which resulted in rupturing of the FRP bars. The experimental results showed that FRP bars with grout-filled STAs tested at 3 days of casting failed by the rupturing of FRP bars, whereas FRP bars with grout filled STA tested at 28 days of casting slipped out from STAs during the tensile test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aPavements, Reinforced concrete$xDesign and construction. =650 \0$aReinforcing bars. =650 \0$aGlass fibers. =700 1\$aSheikh, M. Neaz,$eauthor. =700 1\$aHadi, Muhammad N. S.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180660.htm =LDR 03037nab a2200445 i 4500 =001 JTE20180630 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180630$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180630$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC16.N7 =082 04$a530$223 =100 1\$aZhu, Jun,$eauthor. =245 10$aTest and Evaluation of Using Thermoelectric Technology to Monitor the Wear of the Journal Bearing of a Diesel Engine /$cJun Zhu, Zhong-Qing Xie, Hong-liang Gao, Xi-sheng Zhan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe journal bearing is a key and vulnerable component of a large diesel engine. Once the journal bearing fails to work, it is very difficult repair. On-line monitoring of the wear of the journal bearing has always been one of the research hotspots. Firstly, the monitoring mechanism of the thermoelectric method is discussed in the article. Secondly, the structural characteristics of a 6DK20 marine medium speed diesel engine are analyzed. Thirdly, by using the thermoelectric sensor designed by the research and development team led by the author, the parameters of typical wear state with load conditions are measured. Finally, the directivity of thermoelectric signals is analyzed, and the variation law of the peak value of thermoelectric signals is researched corresponding to the ignition point of time of the diesel engine under typical wear states with load conditions. The results show that the thermoelectric signals reflect the wear and running state of journal bearings and have good directivity and transient feature. Therefore, it has great research value and application value to the evaluation of the wear and failure of journal bearings by thermoelectric technology. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aDirect Energy Conversion. =650 \0$aAdvanced Propulsion Systems. =700 1\$aXie, Zhong-Qing,$eauthor. =700 1\$aGao, Hong-liang,$eauthor. =700 1\$aZhan, Xi-sheng,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180630.htm =LDR 03394nab a2200457 i 4500 =001 JTE20180635 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180635$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180635$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.5 =082 04$a624.15136$223 =100 1\$aWei, Haibin,$eauthor. =245 10$aTesting and Evaluation on Dynamic Response of a New Modified Soil Subgrade under Freeze-Thaw Cycles /$cHaibin Wei, Leilei Han, Yangpeng Zhang, Ziqi Li, Shuanye Han. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aDynamic response analysis is an effective method of evaluating the strength, deformation, and stability of subgrade under repeated vehicle traffic loads. It is usually premised on the results of a field test, which not only requires a lot of manpower and money but also can be easily affected by extraneous factors. In this study, a laboratory test was conducted in order to examine the dynamic response of a new type subgrade: silty clay (SC) modified by fly ash and crumb rubber (RFS). A novel tester was adopted in order to simulate and impulse traffic loads with different vehicle speeds/weights on subgrade materials. In addition, the dynamic stress and acceleration responses of RFS and SC were analyzed under varying speeds and axle loads under 0-5 freeze-thaw (F-T) cycles. Thereafter, scanning electron microscope tests were conducted to bring about clarity regarding the effect on the internal structural changes of two test soils in order to elaborate on the reasons for these dynamic response changes. According to the findings of these tests, the dynamic stability of SC is better than the RFS before F-T cycles. However, the RFS provides better resistance to F-T dynamic stability as the F-T cycle goes on. In particular, the RFS is more suitable for subgrade filling in seasonally frozen regions. Against this backdrop, the current article proposes a convenient method to evaluate the dynamic response of subgrade in laboratory, besides providing a reference for the dynamic characteristics of RFS. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aSoils$xTesting. =650 \0$aPavements, Asphalt concrete$xTesting. =700 1\$aHan, Leilei,$eauthor. =700 1\$aZhang, Yangpeng,$eauthor. =700 1\$aLi, Ziqi,$eauthor. =700 1\$aHan, Shuanye,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180635.htm =LDR 02966nab a2200481 i 4500 =001 JTE20180272 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180272$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180272$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA403.6 =082 04$a620.11$223 =100 1\$aZhang, Bing,$eauthor. =245 10$aThe Adaptive Amplitude-Phase Control for Sinusoidal Fatigue Test of Automobile Engine Flywheel /$cBing Zhang, Muhammad Mujtaba, Pengfei Qian, Ziliang Jiang, Jiandong Li, Fangwei Xie, Cuntang Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aHigh-frequency and long-running hydraulic servo system sinusoidal tests are developed for automobile engine flywheels in this article. The frequency characteristic of the hydraulic system is revealed by the classical control method and the double inertia loop. The feedforward controller is introduced so as to compare it with the adaptive control. The modified amplitude-phase adaptive control (MAPAC) method is proposed to cope with the uncertainties in the hydraulic system to increase the precision of sinusoidal experiments without knowing the structure and parameters of the system. The amplitude error, phase delay, and the center position error of the sinusoidal signal are identified in the time domain, and the iterative equations are established for these three parameters. The simulation and experimental results show that higher tracking accuracy can be achieved with the sinusoidal signal than the feedforward controller by using the MAPAC controller. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aHydraulic servo system. =650 \0$aAmplitude-phase adaptive control. =700 1\$aMujtaba, Muhammad,$eauthor. =700 1\$aQian, Pengfei,$eauthor. =700 1\$aJiang, Ziliang,$eauthor. =700 1\$aLi, Jiandong,$eauthor. =700 1\$aXie, Fangwei,$eauthor. =700 1\$aWang, Cuntang,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180272.htm =LDR 03680nab a2200421 i 4500 =001 JTE20180289 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180289$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180289$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA169.3 =082 04$a620$223 =100 1\$aLi, Binghao,$eauthor. =245 10$aThe Early Hydration Characteristics of Cement-GGBS Pastes Based on Calorimetry and Electrical Resistivity Measurements /$cBinghao Li, Lianzhen Xiao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe hydration performance of cementitious pastes containing ground granulated blast furnace slag (GGBS) during the first 72 h was studied by the isothermal calorimeter and noncontact resistivity methods. The early electrical resistivity of the cement-GGBS pastes was higher than that of the plain cement paste because of less soluble ions in GGBS particles and higher tortuosity calculated based on the electrical resistivity. However, the cement-GGBS pastes have lower resistivity after the dissolving period, suggesting lower hydration activity of GGBS in 72 h. The hydration heat of the cement-GGBS pastes was always lower than that of the plain cement paste, and the order of the rate of hydration heat of the pastes is the same as that of the rate of the electrical resistivity; the plain specimen has the highest value, the specimens with GGBS have lower values, and the higher GGBS replacement has the lowest test results. GGBS activity in water, CH water, and cement water was investigated. The heat development of the GGBS-water mix shows the increase of 18.75 J/g from 1 to 72 h, which is much lower compared with the GGBS CH-water and GGBS cement-water mixes. The electrical resistivity results show only the dissolution process of GGBS in water. The GGBS in the CH-water solution, which was prepared with CH-to-GGBS ratios of 0.05 at a water-to-GGBS ratio of 0.5, shows obvious reaction activity; the increase value is 119.44 J/g in 72 h. The electrical resistivity shows a lower increase with time than that found with GGBS in the cement-water system. It is found that GGBS has no chemical activity in plain water and has a certain activity with CH. Cement-hydration-dominated electrical resistivity, heat development, and GGBS gave a little contribution during the hydration process. There was a good logarithmic correlation between the electrical resistivity and hydration heat during the deceleration period for the cement-GGBS specimens. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aSlag$xTesting. =650 \0$aConcrete$xTesting. =700 1\$aXiao, Lianzhen,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180289.htm =LDR 02497nab a2200421 i 4500 =001 JTE20200198 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200198$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200198$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT174.7 =082 04$a546$223 =100 1\$aZhao, Ruying,$eauthor. =245 10$aThe Effect of Graphene Nanoplatelets on Chloride Binding and Chloride Migration in Cement Paste /$cRuying Zhao, Wen Zhu, Shuo Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis paper aims to study the influence of graphene nanoplatelets (GNPs) on chloride binding and chloride migration in cement paste. GNPs were dispersed in cement paste in the form of a GNP solution with the help of gum Arabic powder as a dispersant. The microstructure of cement-based materials was investigated via field-emission scanning electron microscopy (FE-SEM). FE-SEM analysis indicated that GNPs can improve the compactness of the cement paste through its filling effect, bridging, and network effects. Adding 0.10 % GNP content improved the chloride binding by 32 % and reduced chloride migration by 45 %. The addition of GNPs can not only improve chloride binding within cement paste, it can also impede the in-migration of chloride from the outside. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aField-emission scanning electron microscopy. =700 1\$aZhu, Wen,$eauthor. =700 1\$aZhang, Shuo,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200198.htm =LDR 03037nab a2200421 i 4500 =001 JTE20170750 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20170750$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20170750$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK1087 =082 04$a621.381542$223 =100 1\$aSrimanickam, B.,$eauthor. =245 10$aThermal Performance of Single Glazing Flat Plate Photovoltaic Thermal Hybrid System with Various Air Channels /$cB. Srimanickam, A. Saranya. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (32 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe present study attempts to investigate the thermal performance of five types of mild steel air channels in the photovoltaic thermal hybrid system. This system has been designed, fabricated, and tested in the tropical climatic condition of Chennai, India. There are five kinds of air channels studied in this work, namely, reference air channel, single-fin channel, multifin channel, fin with T baffle channel, and fin with V baffle channel. These channels are studied and compared. The experiments were accomplished with two mass flow rates, m, ˙, , , , : 0.00565 and 0.00847 kg/s. The photovoltaic thermal hybrid system performance was enhanced by increased air velocity, enhanced heat transfer between the absorber surface and air, and physical geometry of the channel. This optimal performance has been attained in the present study, with strong agreement with previously published findings. The photovoltaic thermal hybrid system experimentally proved to enhance thermal and photovoltaic efficiencies with increasing air mass flow rate, and the maximum electrical efficiency was found to be 13.70 % at the mass flow rate of 0.00565 kg/s and 14.27 % at the mass flow rate of 0.00847 kg/s; similarly, the thermal efficiency was 14.12 % at m, ˙, , , , =0.00565 kg/s and 20.81 % at m, ˙, , , , =0.00847 kg/s. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aSolar energy. =650 \0$aHeat$xTransmission. =700 1\$aSaranya, A.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20170750.htm =LDR 03190nab a2200469 i 4500 =001 JTE20180305 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180305$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180305$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA486 =082 04$a660$223 =100 1\$aWang, Jinjin,$eauthor. =245 10$aComparative Studies on the Ablation/Erosion Mechanisms of Silicone Rubber Composites under Erosion of Different Particles by New Testing Method /$cJinjin Wang, Bailin Zha, Wei Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe performance of solid rocket ramjets is affected by the ablation resistance of silicone rubber composites in the secondary combustion chamber. To investigate the ablation mechanisms of silicone rubber composites in multiphase flow environments, a new ablation testing methodology, in which particles can be added to the flame, is developed in this investigation. Boron oxide (B 2 O 3 ) and alumina (Al 2 O 3 ) particles were used to simulate condensed-phase particles. The experimental results show that because of the high hardness and melting point of Al 2 O 3 , the mechanical destruction of the Al 2 O 3 particles was so intense that the surface of silicone rubber composite was completely destroyed, and the matrix was exposed to the surface. The surfaces of the B 2 O 3 particles melted and evaporated in the flame, forming a liquid layer, similar to condensed-phase particles in the secondary combustion chamber of solid ramjet. After the ablation of silicone rubber under the erosion action of B 2 O 3 particles, a char layer and pyrolysis layer were formed, similar to the scenario during the actual ablation of silicone rubber composites. The multiphase flow environment with B 2 O 3 particles can truly reflect the ablative environment experienced by silicone rubber composites. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aAblation testing methodology. =650 \0$aModel tests. =650 \0$aHypersonic characteristics. =650 \0$aTest methods. =650 \0$aLasers. =700 1\$aZha, Bailin,$eauthor. =700 1\$aZhang, Wei,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180305.htm =LDR 03662nab a2200445 i 4500 =001 JTE20180604 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180604$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180604$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLG51 =082 04$a624.068/4$223 =100 1\$aPan, Christopher S.,$eauthor. =245 10$aAn Approach to Characterize the Impact Absorption Performance of Construction Helmets in Top Impact /$cChristopher S. Pan, Bryan M. Wimer, Daniel E. Welcome, John Z. Wu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe helmets used by construction site workers are mainly designed for head protection when objects are dropped from heights. Construction helmets are also casually called "hard hats" in industries. Common construction helmets are mostly categorized as type 1 according to different standards. All type 1 helmets have to pass type 1 standard impact tests, which are top impact tests-the helmet is fixed and is impacted by a free falling impactor on the top crown of the helmet shell. The purpose of this study was to develop an approach that can determine the performance characterization of a helmet. A total of 31 drop impact tests using a representative type 1 helmet model were performed at drop heights from 0.30 to 2.23 m, which were estimated to result in impact speeds from 2.4 to 6.6 m/s. Based on our results, we identified a critical drop height that was used to evaluate the performance of helmets. The peak impact forces and peak accelerations varied nonproportionally with the drop height. When the drop height is less than the critical height, the peak force and peak acceleration increase gradually and slowly with increasing drop height. When the drop height is greater than the critical height, the peak force and peak acceleration increase steeply with even a slight increase in drop height. Based on the critical drop height, we proposed an approach to determine the safety margin of a helmet. The proposed approach would make it possible to determine the performance characteristics of a helmet and to estimate the safety margin afforded by the helmet, if the helmet first passes the existing standardized tests. The proposed test approach would provide supplementary information for consumers to make knowledgeable decisions when selecting construction helmets. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aConstruction industry$xSafety measures. =650 \0$aBuilding$xSafety measures. =700 1\$aWimer, Bryan M.,$eauthor. =700 1\$aWelcome, Daniel E.,$eauthor. =700 1\$aWu, John Z.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180604.htm =LDR 03133nab a2200469 i 4500 =001 JTE20200212 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200212$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200212$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP978 =082 04$a745.57/2$223 =100 1\$aMak, S. L.,$eauthor. =245 10$aAn Investigation and Optimization Study of Borax Content in the Slime Products /$cS. L. Mak, W. H. Chiu, W. F. Tang, C. H. Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe slime toys were invented by Mattel in 1976. Slime is a reversible cross-linking gel made from guar gum. The slime toys were further developed into many different products and became one of the most popular toys. Despite buying slime products with attractive packaging, some children love to make their own slime products. The Consumer Council of Hong Kong published a report in 2019 to alert the public about the safety problems because of the excess boron content in those slime products in 2019. Some reported cases of slime product players having adverse health symptoms, which made the government concerned about the safety of slime products. The objectives of the study were to investigate the concentration of boron compounds in the four selected slime toys from the market and suggest a safety ingredient formula to the users to make their own do-it-yourself slime toys. Because only the European Union has relevant safety regulations and standards to limit the concentration of boron compounds in the toys, amendment of the current children's products safety regulations and standards is required. By fulfilling the objectives, the consumers can make sure that their children who play with slime products can do so without the potential adverse health effects. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aGums and resins, Synthetic. =650 \0$aPlastics craft. =650 \0$aCreative activities and seat work. =650 \0$aBorax. =700 1\$aChiu, W. H.,$eauthor. =700 1\$aTang, W. F.,$eauthor. =700 1\$aLi, C. H.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200212.htm =LDR 03029nab a2200433 i 4500 =001 JTE20180798 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180798$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180798$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a624.1834$223 =100 1\$aHansen, Bradley S.,$eauthor. =245 10$aEvaluation of Cement Paste Cylinder Preparation Methods for Mechanical Property Measurements /$cBradley S. Hansen, Isaac L. Howard. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTesting cement paste (CP) cylinders for thermal, mechanical, or both properties has gained some recent traction, with thermal methods (e.g., the recently completed ASTM C1753) being more developed than mechanical property assessments. CP contains water, cementitious materials, and sometimes admixtures; no sand or aggregates. Currently there is no standard production method for CP cylinders. As such, the objectives of this article are to assess the variability of CP mechanical properties from multiple methods and then recommend a CP cylinder preparation method considering overall properties and variability. The recommended method prepares specimen tops in a similar manner to one common method for concrete cylinders (i.e., strike off the specimen top). The rationale for selecting this approach was this method produced essentially the same average compressive strength as existing approaches but with slightly less variability and no extra effort. The proposed method had compressive strength coefficients of variations of 17 % or less when specimens were tested within 0.5 hours of removal from moist curing. The proposed method is able to produce specimens with density and moisture content coefficients of variation of less than 1 %. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aConcrete. =650 \0$aConcrete$xExpansion and contraction. =650 \0$aConcrete$xEffect of temperature on. =700 1\$aHoward, Isaac L.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 3.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180798.htm =LDR 07457nab a2200421 i 4500 =001 JTE20219999 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20219999$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20219999$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD39.3.E46 =082 04$a542/.85$223 =100 1\$aMohanasundaram, Ranganathan,$eauthor. =245 10$aEditorial: Special Section on Human-Centered Artificial Intelligence with Big Data Applications /$cRanganathan Mohanasundaram. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (2 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn recent years, human-centered artificial intelligence (AI) has become the most promising research domain in both industrial and academic areas worldwide. AI is the next step on the journey from big data to full automation. Human needs are the motivation behind improvements in computing paradigms. In the aforementioned areas, system-generated information such as smart devices, sensors, agents, and meters-as well as human-generated information such as texts, photos, and videos-lead to a tremendous amount of data while new levels of security, performance, and reliability are required. This Special Section aims to highlight the unique areas of human-centered AI with big data applications and various innovations in multidiscipline areas, while also presenting technical evidence and its countermeasure. This Special Section aims to identify the emerging artificial intelligence with big data in all human-centered (HC) related areas. It consists of up-to-date, state-of-the-art research contributions with novel designs and developments of intelligent application, perception, and security methods in human-centered AI, to enhance the reliability and feasibility of HC in real-world applications. The first three papers by Zhang et al., Huang and Liu, and Qing et al. deal with performance and effect analysis of China's financial venture capital development, multimedia-assisted children's tennis skills, and agglomeration in the middle reach of the Yangtze River. Shree et al. propose a new fusion-based agricultural synthetic aperture radar (SAR) image despeckling by using anisotropic diffusion and discrete wavelet transform method. SAR images have applications in various fields. Speckle noise, which has the characteristic of multiplicative noise, degrades the image quality of SAR images, which causes information loss. This study proposes a speckle noise reduction algorithm while using the speckle reducing anisotropic diffusion filter, discrete wavelet transform to remove speckle noise. The papers by Ren and Cui, Zhang, and Zhang and Li concentrate on the use of multimedia technology in college English reading teaching, gymnastics teaching, and musical drama teaching. They show that multimedia technology has a positive influence on college education, as it promotes scientific, advanced, and vivid development of college physical education. However, there are still problems in the application of multimedia technology in college physical education; for example, the problem in the links between multimedia teaching and traditional teaching and in the great influence of courseware on teaching effects. So it is necessary to accelerate multimedia technology development, strengthen the application of multimedia technology in college education, achieve proper cooperation between traditional and multimedia teaching, and enrich multimedia courseware and its effect. Yao et al. review the general application of multimedia technology in teaching innovation. Li et al. propose a design and implementation of multimedia technology-assisted English vocabulary teaching courseware for industrial engineering majors. Zhang et al. deal with the development and experimental research of multimedia cai courseware for hurdle running. Jena et al. focus on the thermo-mechanical characterization of rice husk filled carbon-reinforced hybrid polymer composites. Rice husk (RH) is a natural sheath that forms around rice grains during their growth. As a type of natural fiber obtained from agro-industrial waste, RH can be used as filler in composites materials in various polymer matrices. Wu addresses the asymmetric impact of inflation in financial development. This study analyzes the asymmetric effects of financial development on economic growth using a model augmented with inflation and asymmetries to inform model specification. The appropriate policies that favor low inflation and reduced expansion of feasibly reformed financial institutions, capital accumulation, and increased resource mobilization should be instituted if real growth is to positively happen. Ouyang et al., Priyadharshini et al., Krithika and Subramani, Gomathi et al., and Thangavel et al. deal with industrial development, such as the study on damage tests based on structure and operating parameters of wire ropes used by conveyors in orchards; development of intelligent smart metering system through remote monitoring and control under robust conditions; neural network-based drive cycle analysis for parallel hybrid electric vehicle; design fabrication and performance analysis of intelligent mesoscale capacitive accelerometer for vibration measurement; and dynamic modeling and control analysis of industrial electro-mechanical servo positioning system using machine learning technique. Pratheep et al. focuses on the genetic algorithm-based robust controller for an inverted pendulum using model order reduction. This paper considered proportional-integral optimized with a genetic algorithm controller on the inverted pendulum for the control of the angle position. The obtained results show that the GA-based PID controller confirms the enhanced performance indexes by holding minimum settling time and peak overshoot on comparing with the conventional PID controller. Tao et al. propose the existence of k-people stable alliance in n-player cooperative games. This paper considers the existence of a stable k-cooperative alliance with a nonempty core in an n-person cooperative game on the premise that the Nash negotiation solution is the distribution criterion. Also, this article provides sufficient conditions for the benefits of all players in a k-man alliance to lie in its internal sub alliance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aChemistry$xdata processing. =650 \0$aArtificial intelligence. =650 \0$aTheoretical chemistry. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20219999.htm =LDR 03163nab a2200457 i 4500 =001 JTE20200171 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200171$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200171$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT55.45 =082 04$a658.5$223 =100 1\$aZhang, Xiao-wen,$eauthor. =245 10$aAnalysis of the Promotion Effect of China's Financial Venture Capital Development on Innovative Capital /$cXiao-wen Zhang, Yun-fei Du, Min Zeng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aVenture capital is a special form of capital supply. The key to the capital improvement of innovative enterprises lies in the organic integration of the two. Aiming at the shortcomings of the financial venture capital method in the promotion of innovative capital, this article first introduces generalized autoregressive conditional heteroskedasticity model to describe the volatility clustering of financial data and then analyzes the promotion analysis effect method (PEAM) method to overcome the estimation error constrained by a genetic algorithm. Parameter estimation of generalized autoregressive conditional heteroskedasticity (GARCH) model is helpful to reduce the model. The empirical analysis of the Shanghai Stock Exchange 50 Index shows that the introduction of the PEAM method can improve the estimation accuracy of financial venture capital. The capital injection of venture capital can effectively change the market allocation and alleviate the financing difficulties of enterprises; the development of the venture capital industry effectively promotes innovation and adds value, optimizes the capital market structure through capital promotion, perfects laws and regulations such as intellectual property protection, protects technological innovation, and promotes the optimization of investment structure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aEngineering economy. =650 \0$aEngineering$xManagement. =650 \0$aIndustrial engineering. =650 \0$aE-commerce. =700 1\$aDu, Yun-fei,$eauthor. =700 1\$aZeng, Min,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200171.htm =LDR 02952nab a2200445 i 4500 =001 JTE20200197 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200197$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200197$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGV443 =082 04$a796.07$223 =100 1\$aHuang, Jian,$eauthor. =245 10$aAn Empirical Study on the Effect of Multimedia-Assisted Children's Tennis Skills Teaching /$cJian Huang, Ruoqian Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn recent years, human beings have gradually entered the information age, science and technology have continued to develop, and multimedia-assisted teaching methods have become increasingly popular among teachers. In order to satisfy the children's interest, tennis is a relatively delicate and complex sport. To develop their majors, increase children's enthusiasm and participation and reach the teaching goals of tennis. This article combines the content characteristics of tennis professional technical courses, designs multimedia tennis courseware, and uses multimedia courseware to assist experimental courses in teaching experiments. Then compare the teaching results with the courses of regular teaching. The experimental results show that there are significant differences in sports interest and children's satisfaction in multimedia teaching-aided tennis teaching, but there is no significant difference in traditional teaching. The results show that multimedia courseware can better improve children's technical teaching effects and children's satisfaction. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aPhysical education for children$xCurricula. =650 \0$aPhysical education and training$xStudy and teaching$xCurricula. =650 \0$aPhysical fitness for children$xCurricula. =650 \0$aMovement education$xCurricula. =700 1\$aLiu, Ruoqian,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200197.htm =LDR 02560nab a2200457 i 4500 =001 JTE20200174 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200174$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200174$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5548.2 =082 04$a650.0285$223 =100 1\$aQing, Yan,$eauthor. =245 10$aSimulation Research on Innovation Ecosystem Performance of Urban Agglomeration in the Middle Reaches of the Yangtze River /$cYan Qing, Hou Renyong, Luo Jian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis paper uses the system dynamics method to construct a system dynamics model of three submodules: innovation direct interaction within the direct subject, innovation direct subject and innovation indirect subject interaction, and innovation direct subject and innovation environment interaction. By designing five types of scenario simulation analysis, the Anylogic software is used to simulate the innovation ecosystem of the middle reaches of the Yangtze River and to explore the key factors affecting the urban agglomeration innovation ecosystem. The favorable inspiration for the efficient management of the Yangtze River mid-city urban agglomeration innovation ecosystem is obtained. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aBusiness$xData processing. =650 \0$aEngineering$xData processing. =650 \0$aComputer networks. =650 \0$aInformation technology. =700 1\$aRenyong, Hou,$eauthor. =700 1\$aJian, Luo,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200174.htm =LDR 03248nab a2200469 i 4500 =001 JTE20200169 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200169$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200169$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS494.5.R4 =082 04$a630.2084$223 =100 1\$aShree, Raj,$eauthor. =245 10$aA New Fusion-Based Agricultural Synthetic Aperture Radar Image Despeckling by Using Anisotropic Diffusion and Discrete Wavelet Transform Methods /$cRaj Shree, Ashwani Kant Shukla, Ravi Prakash Pandey, Vivek Shukla. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn agricultural synthetic aperture radar (SAR), the characteristic depression is due to the speckle-noise, which is of a granular form and is multiplicative in nature, leading to common issues as the features of the images get blurred. Precise agricultural SAR images that are needed for despeckling the speckle-noise are obtained by employing despeckling methods. Preserving the fine details of the agricultural SAR images during the process of speckle-noise reduction is a very challenging task for the researcher. Most of the despeckling methods only smooth the edges but do not enhance the edges. The anisotropic diffusion, also known as Perona-Malik diffusion and two-dimensional discrete wavelet transform, is employed to eliminate the speckle-noise and preserve the fine details of the image. The efficiency and robustness of the proposed method are analyzed by its perceptible characteristics and by employing other analyzing parameters like peak-signal-to-noise ratio, structural similarity index measure, universal image quality index, and root mean square error. The robustness and execution time are determined and compared with typical filters and techniques. The proposed method is more robust and has a better ability to be used in realistic applications. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aAgriculture$xRemote sensing. =650 \0$aRemote sensing. =650 \0$aRemote sensing$vEncyclopedias. =650 \0$aEarth Science. =700 1\$aShukla, Ashwani Kant,$eauthor. =700 1\$aPandey, Ravi Prakash,$eauthor. =700 1\$aShukla, Vivek,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200169.htm =LDR 03126nab a2200445 i 4500 =001 JTE20200196 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200196$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200196$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT58.6 =082 04$a658.4/038011$223 =100 1\$aRen, Xiaojian,$eauthor. =245 10$aThe Development and Application of Multimedia Technology in College Gymnastics Teaching /$cXiaojian Ren, Jiangning Cui. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn recent years, information technology has developed at a rapid pace and is almost everywhere closely linked in people's work, life, and learning. Information technology has a certain role in improving people's lives, enhancing learning, and promoting the quality of work. Using literature methods, interview methods, and analytical inductive methods, etc, on the basis of reading a large number of professional theoretical books on gymnastics teaching, multimedia technology, and modern teaching and reform, the application of gymnastics teaching in colleges in China has been studied theoretically. This article discusses the college gymnastics teaching compared with other cultural studies with the characteristics and studies the feasibility of multimedia technology in college physical education and the supporting role of teaching in gymnastics and gymnastics multimedia courseware design and production. It is hoped that through the research carried out in this paper, the application of multimedia technology in college gymnastics teaching in China can be given theoretical guidance and reference that can play a role in solving and answering questions in the current multimedia application process. College gymnastics workers will apply multimedia technology more effectively and skillfully in the future. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aGymnastics$xStudy and teaching. =650 \0$aClassic antiquity. =650 \0$aEducation. =650 \0$aManagement information systems$vCongresses. =700 1\$aCui, Jiangning,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200196.htm =LDR 03098nab a2200433 i 4500 =001 JTE20200179 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200179$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200179$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aPE1404 =082 04$a808/.042/07$223 =100 1\$aZhang, Wanfang,$eauthor. =245 10$aMultimedia Teaching in Teaching of College English Reading /$cWanfang Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWith the advancement of society and the continuous development of information technology, the medium of multimedia has become an indispensable part of college English teaching. Because the traditional Web-based college English has a single teaching method, poor classroom effect, and low interest of students, this paper designs a multimedia teaching system based on a browser/server (B/S) network model and model view controller (MVC) design pattern. It is based on B/S network mode and MVC design mode and composed of a Web service layer, client layer, and database service layer. The system adopts a B/S network mode and MVC design pattern fusion mode to realize hierarchical control and different data categories and refinement and completion of the rational division of teaching resources, thus greatly improving the ability of data circulation in the teaching system. The system function design includes four parts: user registration and login, teacher teaching, student learning, and administrator management. The teacher teaching module completes the teacher's uploading and online answering function for college English reading materials. The student learning module enables students to obtain classroom content and courses. The design of the system has improved the students' interest in learning English and the classroom effect has also been significantly improved. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aLearning and scholarship. =650 \0$aTeachers. =650 \0$aCollege teaching$vCongresses. =650 \0$aEducation, Higher$vCongresses. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200179.htm =LDR 03594nab a2200445 i 4500 =001 JTE20200175 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200175$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200175$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aNX60 =082 04$a700$223 =100 1\$aZhang, Qing,$eauthor. =245 10$aFeasibility Analysis of Multimedia Technology Applied in Musical Drama Teaching Class-Taking the Teaching Practice of the Township Version of "Tang Xianzu" as an Example /$cQing Zhang, Xiaorong Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn today's fast-developing society, information technology is widely used in various teaching fields, which has a major impact on education and teaching in all aspects. In the classroom teaching of musical dramas, the application of multimedia technology has greatly broadened the teaching philosophy of musical drama teachers and constantly changed the teaching mode of musical drama teaching classrooms. It also made music teachers have to improve their multimedia technology to adapt to modern teaching facilities. Multi-channel surround sound is an inevitable trend in the development of audio-visual technology and a perfect embodiment of art and technology. Multi-channel surround system is applied to multimedia teaching, which brings students a stronger sense of space, positioning, and layering. The impact of audition can fully stimulate students' enthusiasm and interest in learning. Based on the mature multimedia teaching technology, this article studies the audio production processing technology related to it in detail. On this basis, the multi-channel surround sound of streaming media is also tracked and analyzed. The difference between the two determines the theoretical and technical gap between the two formats and elaborates on the procedures and steps for surround sound production. This article takes the teaching practice of the township version of "Tang Xianzu" as an example to design a multi-channel surround sound system. Multi-channel surround sound technology was introduced into the multimedia software production of the musical drama teaching class. A leap in the production level of multimedia software. It injects vitality into music quality education and broadens the application range of modern educational technology. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aArt. =650 \0$aArt$xHistory. =650 \0$aPerforming arts. =650 \0$aVisual communication. =700 1\$aLi, Xiaorong,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200175.htm =LDR 03119nab a2200481 i 4500 =001 JTE20200232 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200232$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200232$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA190 =082 04$a658.5/14$223 =100 1\$aYao, Yanxin,$eauthor. =245 10$aThe Application of Multimedia Technology in Teaching Innovation /$cYanxin Yao, Peng Wang, Xiaolin Xia, Xiaojun Li, Chao Song. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe rapid development of technology has driven the development of the information industry. The great development of computer network technology has promoted the continuous development of teaching art expression towards diversification and enrichment and provided a more adequate carrier of expression for teachers to communicate design. Multimedia technology, as an essential communication method and medium in modern teaching, plays an important role in the transmission and dissemination of information in the teaching process. In education, innovation is one of the aspects that need attention in the development of educational research. It is also the only way to meet the needs of the current era and industrial development. The development of multimedia technology gives current and technical characteristics and more powerful innovative skills. This article introduces more multimedia innovation ideas and better meets the needs of related professional personnel training. This article discusses and analyzes the position of multimedia technology between them in terms of innovative development of multimedia teaching. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aTechnological innovations$xManagement$vCongresses. =650 \0$aEngineering$xStudy and teaching$xTechnological innovations$vCongresses. =650 \0$aEngineering$xManagement$vCongresses. =650 \0$aMultimedia systems. =700 1\$aWang, Peng,$eauthor. =700 1\$aXia, Xiaolin,$eauthor. =700 1\$aLi, Xiaojun,$eauthor. =700 1\$aSong, Chao,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200232.htm =LDR 04083nab a2200481 i 4500 =001 JTE20200208 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200208$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200208$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT62 =082 04$a607.8/5$223 =100 1\$aLi, Yang,$eauthor. =245 10$aDesign and Implementation of Multimedia Technology Assisted English Vocabulary Teaching Courseware for Industrial Engineering Major /$cYang Li, Zheqian Su, Chengkun Li, Weiwei Li, Kunpeng Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWith the popularity of computers, multimedia teaching came into being. Facts have proved that multimedia teaching has many advantages (e.g., information diversification, integration of various technologies, interaction of processing processes, etc.). However, as everyone knows, industrial engineering students are non-English majors and belong to science and engineering. Students' English level lags behind English majors. In English learning, vocabulary memory is usually the biggest obstacle for students to learning English. Especially some synonyms, antonyms, pronunciations, and derived words are difficult to remember and easy to confuse. There are also many synonyms, whose breadth and depth are complex, and it is difficult for students to remember clearly. Therefore, this puts forward a new topic for industrial engineering English teachers, that is, how to make monotonous English vocabulary teaching interesting, vivid, and easy to remember while also improving students' English performance and English learning ability. From the perspective of multimedia teaching, this article aims to find a more convenient, efficient, and practical method of teaching English vocabulary for industrial engineering majors, and make English vocabulary teaching courseware related to industrial engineering. From a practical point of view, the use of English multimedia in industrial engineering is promising. Through the comparison of experimental data, the specific role of multimedia teaching in English vocabulary teaching is discussed. Before the experiment, the results of the experimental class and the control class are very different. The English learning progress and academic performance of the experimental class are much better than those of the control class. The average score for gender differences is 1.2 points. There are significant differences in test results after the experiment. The average score difference is 4.71 points. The concentration of the experimental class is also better. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aTechnology$xStudy and teaching $vCongresses. =650 \0$aComputer-assisted instruction$vCongresses. =650 \0$aEducational technology$vCongresses. =650 \0$aNew information and communication technologies in education$vCongress. =700 1\$aSu, Zheqian,$eauthor. =700 1\$aLi, Chengkun,$eauthor. =700 1\$aLi, Weiwei,$eauthor. =700 1\$aYang, Kunpeng,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200208.htm =LDR 03338nab a2200457 i 4500 =001 JTE20200191 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200191$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200191$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR837.C6 =082 04$a610/.7/8$223 =100 1\$aZhang, Dengfeng,$eauthor. =245 10$aDevelopment and Experimental Research of Multimedia CAI Courseware for Hurdle Running /$cDengfeng Zhang, Fanghui Li, Xinkai Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAs a very important achievement in education in the 21st century and the crystallization of human wisdom, computer-aided instruction (CAI) has become an important part of educational science and modern educational technology and also the direction of teaching reform in the future. It takes computer as a new medium and integrates image, sound, text, video, audio, animation, and other multimedia information through computer to make it possible. A large amount of information is needed to establish a reasonable connection so as to integrate the technology of an interactive teaching system. So far, although there have been many CAI courseware achievements, and they have far-reaching influence in various teaching fields, there are few CAI teaching and research achievements related to sports, especially in the hurdle race of track and field. Through experimental research, it is proved that multimedia-assisted hurdle teaching is superior to traditional teaching in understanding basic theories and concepts, mobilizing multisensory learning, and enhancing memory, which is more conducive to improving students' enthusiasm and initiative in learning and mastering theoretical knowledge and technical skills than traditional teaching. Therefore, the development of multimedia CAI courseware for hurdle race is of great significance, and it also provides some reference experience and mode for other sports teaching courseware. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aMedicine$xComputer-assisted instruction. =650 \0$aComputer-assisted instruction$xProgramming. =650 \0$aComputer-Assisted Instruction$vMethods. =650 \0$aHealth Occupations$xeducation. =700 1\$aLi, Fanghui,$eauthor. =700 1\$aZhang, Xinkai,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200191.htm =LDR 02957nab a2200457 i 4500 =001 JTE20200256 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200256$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200256$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P55 =082 04$a668.4/2$223 =100 1\$aJena, Dayanidhi,$eauthor. =245 10$aThermomechanical Characterization of Rice Husk-Filled Carbon-Reinforced Hybrid Polymer Composites /$cDayanidhi Jena, Alok Kumar Das, Ramesh Chandra Mohapatra. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aRice husk-filled polymer composites have important application in thermal insulation. But their low mechanical strength, such as tensile strength, flexural rigidity, shear strength, etc., makes their mechanical application limited. In this study, to increase the mechanical strength of rice husk-filled polymer composites, particulate carbon fiber is added by a hand lay-up process, and the result is called rice husk-filled carbon-reinforced hybrid polymer composites. In the first part of the study, the thermal conductivity of the composites at different percentages of rice husk with a fixed percentage of carbon (5 %) is analyzed by experimentation. It is observed that, up to 17 % of rice husk, the thermal insulating property increases and then decreases afterward. In the later part, the characterization of the mechanical properties of the developed composites at 17 % of rice husk with a fixed percentage of carbon (5 %) is done by conducting experiments, such as tensile tests, microhardness tests, and scanning electron microscopy analysis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aCarbon fiber-reinforced plastics. =650 \0$aReinforced plastics$xMaterials. =650 \0$aNanotubes. =650 \0$aPolymeric composites. =700 1\$aDas, Alok Kumar,$eauthor. =700 1\$aMohapatra, Ramesh Chandra,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200256.htm =LDR 02577nab a2200421 i 4500 =001 JTE20200216 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200216$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200216$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHG4028.V3 =082 04$a658.155$223 =100 1\$aWu, Jin-Shun,$eauthor. =245 10$aAsymmetric Impact of Inflation to Financial Development /$cJin-Shun Wu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aBecause of financial frictions and asymmetric information, inflation impacts financial development uncertainly. These findings are empirically tested within a factor-augmented dynamic panel threshold regression model. This study provides a comparative study on the threshold effects of inflation on financial development between advanced countries and underdeveloped countries. The findings of the study indicate evidence of the existence of a robust threshold of inflation in both sample countries, suggesting that low inflation is development enhancing for the sample of developing countries but impedes financial development for the advanced countries to a certain degree. However, inflation above the minimum level is a hinderance to financial development for all countries considered. The study therefore argues inflation suppressing policies should be the focus in monetary policy to develop the financial sector. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aEconomic value added. =650 \0$aValue analysis (Cost control) =650 \0$aEconomics. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200216.htm =LDR 03907nab a2200517 i 4500 =001 JTE20200166 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200166$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200166$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA492.W8 =082 04$a620.197$223 =100 1\$aOuyang, Yuping,$eauthor. =245 10$aStudy on Damage Tests Based on Structure and Operating Parameters of Wire Ropes Used by Conveyors in Orchards /$cYuping Ouyang, Han Sun, Shuilong Jiang, Tiansheng Hong, Zhiping Huang, Shengrong Shu, Dongbin Chen, Tianyu Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe regularity of wire rope breakage of new-type rail conveyors used in orchards is not clear yet. The breakage may be mainly associated with the diameter and material of pulleys, wire rope tension, and linear speed, as well as exposure to acid rain and sandy soil. This paper took wire rope structure and operating parameters as the research object, designed and built a simulation conveyor wire rope winding test platform based on programmable logic controller (PLC), and verified the feasibility of the system to automatically control wire rope tension, and then conducted the wire rope winding test. According to the tests, a wire rope will have earlier wire breakage and faster wear if it works at a higher speed or in greater tension-a wire rope reached the scrapping criterion after 2,000 cycles of working at the speed of 29.35 m/s or at the tension of 6,500 N. Sandy soil and acid rain are also great contributors to wire breakage, and finer sandy soil or greater acidity of acid will cause more severe wire breakage-a wire rope reached the scrapping criterion after 3,300 cycles of work if exposed to acid rain with pH value of 2.0. Pulley diameter also counts: the smaller the pulley diameter is, the less wear the pulley will cause; and pulley material also plays a part-Q235 steel pulley may cause greater wear than a nylon pulley. Wear and plastic deformation of outer wires lead to surface material loss of a wire rope, thereby resulting in crack or even fracture of single wires, greater tension of other unbroken wires, and accelerated wear of the whole wire rope to the scrap criterion. The study aims to provide a reference for optimizing the safety performance of conveyors in orchards, as well as for maintenance and care of wire ropes in other applications. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aWire rope$vCongresses. =650 \0$aWire rope. =650 \0$aElevators. =650 \0$aParallel robots$vCongresses. =700 1\$aSun, Han,$eauthor. =700 1\$aJiang, Shuilong,$eauthor. =700 1\$aHong, Tiansheng,$eauthor. =700 1\$aHuang, Zhiping,$eauthor. =700 1\$aShu, Shengrong,$eauthor. =700 1\$aChen, Dongbin,$eauthor. =700 1\$aWang, Tianyu,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200166.htm =LDR 03490nab a2200457 i 4500 =001 JTE20200218 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200218$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200218$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ153 =082 04$a621.8/16$223 =100 1\$aPriyadharshini, S. G.,$eauthor. =245 10$aDevelopment of Intelligent Smart Metering System through Remote Monitoring and Control under Robust Conditions /$cS. G. Priyadharshini, C. Subramani, J. Preetha Roselyn. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis paper discusses the development of intelligent smart metering infrastructure for smart buildings based on information and communication technologies. The system collects electrical parameters, like real power, reactive power, voltage, current, power factor, and energy consumption, and physical parameters, such as temperature, humidity, and occupancy of the building. The electrical data are collected using Raspberry Pi 3B along with Smart Pi module. The physical parameters are collected by using a wide range of sensors communicating with the data acquisition module wirelessly by Wi-Fi technology. The monitoring platform is developed both in the customer end for the energy user and remote end for monitoring and control by the system operator. The developed system also has a parallel mode of communication based on LoRa technology, which will come into the picture if the primary mode of communication fails, ensuring there is always a continuous transfer of data under natural disaster situations. In addition, the system has an occupancy detection-based Internet of Things control module through which the system operator can remotely control selected appliances in the customer side based on the occupancy of the building as well as during disaster situations. The developed system also paves the way for secured smart buildings by continuous tracking of the building physical parameters, like temperature, humidity, and occupancy of the building during emergency situations like floods, earthquakes, and terrorist attacks, by which relief operations can be provided. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aMachinery$xMonitoring. =650 \0$aVapor-plating$vCongresses. =650 \0$aSemiconductor doping. =650 \0$aSemiconductors$xHeat treatment. =700 1\$aSubramani, C.,$eauthor. =700 1\$aPreetha Roselyn, J.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200218.htm =LDR 02821nab a2200433 i 4500 =001 JTE20200233 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200233$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200233$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK5 =082 04$a621.3$223 =100 1\$aKrithika, V.,$eauthor. =245 10$aNeural Network Based Drive Cycle Analysis for Parallel Hybrid Electric Vehicle /$cV. Krithika, C. Subramani. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe progress of automobiles for transportation has been intimately associated with the progress of civilization. The main aim of this article is to develop a vehicle that can run on internal combustion engine (ICE) and electric motor efficiently and lower the fuel usage for a trip. The goal of this article is to analyze the driving speed of a vehicle and switch the energy sources based on the prediction given by a neural network. This ultimately reduces the fuel consumption when compared with a regular vehicle that is powered entirely by fuel. The neural network used in this paper is built using TensorFlow, which is considered one of fastest machine-learning libraries ever, which in turn helps in switching, thus leading to efficiency. The outcome of progress in the automobile sector in the present day is the accumulation of many years of pioneering research development. The usage of battery during low torque helps in reducing the heat dissipation in peak times; furthermore, the usage of ICE during high torque balances the economy of the vehicle. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aElectrical engineering$vCongresses. =650 \0$aComputer engineering$vCongresses. =650 \0$aMechatronics$vCongresses. =700 1\$aSubramani, C.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200233.htm =LDR 03205nab a2200469 i 4500 =001 JTE20200176 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200176$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200176$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA355 =082 04$a620.3$223 =100 1\$aGomathi, K.,$eauthor. =245 10$aDesign, Fabrication, and Performance Analysis of Intelligent Mesoscale Capacitive Accelerometer for Vibration Measurement /$cK. Gomathi, R. Sakthivel, S. Joseph John Marshal, V. G. Pratheep. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis paper portrays an accelerometer as a motion sensor used to measure acceleration, vibration, and tilt angles which plays a vital role in the constructional field, inertial measurements, automotive safety system, biomedical, and yet other safety applications. A small packaged accelerometer can be made larger in size by acquiring an external power source or battery. The designed micro-accelerometer is fabricated using clean room technology, which is not quite cost effective, and even the silicon base is replaced by steel because of steel's high yield strength and low cost to fabricate a mesoscale accelerometer. Design parameters are optimized by a Decision Tree Algorithm where the optimized dimensions are used to model the mesoscale accelerometer in INTELLISUITE 8.6 software. A Wire-cut discharger is used for the fabrication of mechanical elements of an accelerometer with a spring steel foil to reduce fabrication cost. Finally, the fabricated accelerometer with a mesoscale was made to undergo experimentation with a hammer drill and compared with simulation results to evaluate its performance in a harsh construction environment. 0.576 (Μm/g) of mechanical sensitivity and 0.629 (pF/g) of electrical sensitivity is achieved. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aVibration$xMathematical models. =650 \0$aNoise$xMathematical models. =650 \0$aAcoustical engineering. =650 \0$aStochastic analysis. =700 1\$aSakthivel, R.,$eauthor. =700 1\$aJoseph John Marshal, S.,$eauthor. =700 1\$aPratheep, V. G.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200176.htm =LDR 03809nab a2200457 i 4500 =001 JTE20200159 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200159$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200159$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ212 =082 04$a629.8$223 =100 1\$aThangavel, S.,$eauthor. =245 10$aDynamic Modeling and Control Analysis of Industrial Electromechanical Servo Positioning System Using Machine Learning Technique /$cS. Thangavel, C. Maheswari, E. B. Priyanka. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aServo electromechanical systems are used in industrial automation to attain high accuracy, reliability, linearity, and high aspect ratio. Such technology possesses the advantage of compact structure and easy control over electro-pneumatic and electro-hydraulic systems. The major drawback of this technology is the high friction/vibration and also the jerk of servo electromechanical drives that are caused by load variation and speed regulation. When the load is varied, the force acting on the ball screw leading along the axial direction is varied, resulting in the creation of vibrations that lead to fatigue and wear. The major cause for this nature is magnetic loading and unloading capability of electrical machines, selection of controller tuning values, and feedback mechanism. It is necessary to control the magnitude of vibration to get smooth control on the toolpath during load variation. To arrest the vibration, the position control of the servo motor is implemented. In this proposed work, the design requirement of the servo mechanism, such as the stability of the driving mechanism, is examined in detail with mathematical modeling of the servo system. Simulation of the servo mechanism performance according to design and operating parameters is performed based on the derived mathematical model. To analyze the performance of the position control, gain-phase margin controller is compared with conventional Ziegler Nichols and auto-tune PI controllers. Further, the machine learning algorithm of K-means clustering is executed by taking the motor current parameter because the motor current is proportional to the torque, which gets direct impact by the load variations. Further, the cluster assignment on the motor current attributes is undertaken to infer either that the load variation is gradual or that it gives sudden fluctuations during the position control on the trajectory path. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aAutomatic control$vCongresses. =650 \0$aMotion control devices$vCongresses. =650 \0$aAutomatic control. =650 \0$aMotion control devices. =700 1\$aMaheswari, C.,$eauthor. =700 1\$aPriyanka, E. B.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200159.htm =LDR 03279nab a2200469 i 4500 =001 JTE20200158 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200158$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200158$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ217.5 =082 04$a629.8/312$223 =100 1\$aPratheep, V. G.,$eauthor. =245 10$aGenetic Algorithm-Based Robust Controller for an Inverted Pendulum Using Model Order Reduction /$cV. G. Pratheep, E. B. Priyanka, S. Thangavel, K. Gomathi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aRobust stabilization is an important characterization to get improved in the control system to optimize the performance of the desired system. Most of the controllers available suffer from problems such as difficulty in the tuning process, sluggishness in response time, quick and global convergence, etc. This paper considered proportional-integral optimized with genetic algorithm (GA-PID)controller on inverted pendulum for the control of the angle position. A MATLAB script for a GA was developed to obtain optimum PID parameters that would keep the pendulum angle at equilibrium (i.e., returns the pendulum to the desired point as quickly as possible) by minimizing an objective function (integral time absolute error [ITAE]). Furthermore, obtained outcomes confirm the performance of holding on the upright position from the downward direction such that the angle of the pendulum is manipulated to control the inverted position in its erect position in a rapid manner. In the experimental analysis, the developed GA-based PID controller is compared with the conventional PID controller to evaluate the performance of the inverted pendulum. The obtained results show that the GA-based PID controller confirms the enhanced performance indexes by holding minimum settling time and peak overshoot on comparing with the conventional PID controller. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aIntelligent control systems$vCongresses. =650 \0$aAutomation$vCongresses. =650 \0$aArtificial intelligence. =650 \0$aInformation system. =700 1\$aPriyanka, E. B.,$eauthor. =700 1\$aThangavel, S.,$eauthor. =700 1\$aGomathi, K.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200158.htm =LDR 02797nab a2200481 i 4500 =001 JTE20200190 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200190$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200190$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA269 =082 04$a519.3$223 =100 1\$aTao, Zheng,$eauthor. =245 10$aExistence of k-People Stable Alliance in n-Player Cooperative Games /$cZheng Tao, Yuanwei Hu, Ziyi Pan, Junyi Zhao, Dongao Xing. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis paper considers the existence of a stable k -cooperative alliance with a nonempty core in an n -person cooperative game on the premise that the Nash negotiation solution is the distribution criterion. First, the situation of a two-person alliance is examined, and the concept of stable two-person alliance is given and further proves that there must be a stable two-person alliance in n -person cooperative games. Then, analyze the stable k -man alliance and give a sufficient condition for the existence of a stable k -person alliance. Further, an algorithm is designed to find a match equivalent to the existence of a stable k -league alliance. In addition, this article also provides sufficient conditions for the benefits of all players in a k -man alliance to lie in its internal suballiance. Finally, an example is given to verify the feasibility of the theory and method in this paper. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aGame theory. =650 \0$aMathematical models. =650 \0$aComputer games$xDesign. =650 \0$aComputer games$xProgramming. =700 1\$aHu, Yuanwei,$eauthor. =700 1\$aPan, Ziyi,$eauthor. =700 1\$aZhao, Junyi,$eauthor. =700 1\$aXing, Dongao,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200190.htm =LDR 03873nab a2200457 i 4500 =001 JTE20200400 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200400$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200400$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.84$223 =100 1\$aScott, Jody,$eauthor. =245 10$aAn Accelerated Clogging Method by Manual Application of Sediments for Permeable Interlocking Concrete Pavements /$cJody Scott, Tahmineh Sarabian, Robert Bowers, Jennifer Drake. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe primary function of permeable interlocking concrete pavements (PICP) is to allow water to rapidly infiltrate through the surface and percolate to underlying sublayers, soils, or underdrains. However, as pavements age, surface infiltration rates diminish as sediments and debris accumulate on the pavement surface, eventually leading to surface ponding and runoff if no maintenance is applied. These studies clog PICP surfaces to better understand clogging mechanisms under different sediment types and to evaluate maintenance technologies intended to restore surface permeability. Clogging studies use different materials and methods to clog PICP surfaces, which impedes comparisons and interpretations across projects. This paper presents a new methodology to (1) create a realistic synthetic clogging material and (2) rapidly clog a PICP surface for experiments. The method described herein can be easily repeated by others to test a broad range of research questions for PICP surfaces while producing comparable results for studies conducted at different scales (lab, meso, field) and locations or with different sediment mixes. The proposed method was used to clog six identical PICP meso-cells in the field. Five cells were clogged with graded street sweepings collected from local municipal waste yards, and a sixth cell was clogged with a mixture of street sweepings and soils collected on-site. Over five weeks, the PICP surface infiltration rates were reduced from postconstruction levels (>10,800 mm/h) to approximately 250 mm/h. Statistical spatial analysis indicates that the surfaces were clogged evenly, but repeating infiltration measurements at the same location was observed to influence the resulting surface infiltration data. The PICP surface clogged with mixed street sweepings and on-site soils required approximately 43 % less material than surfaces clogged with street sweepings only to reduce surface infiltration rates to 250 mm/h. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aConcrete blocks$xStandards. =650 \0$aPavements, Concrete$xStandards. =650 \0$aConcrete roads$xStandards. =700 1\$aSarabian, Tahmineh,$eauthor. =700 1\$aBowers, Robert,$eauthor. =700 1\$aDrake, Jennifer,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200400.htm =LDR 02965nab a2200457 i 4500 =001 JTE20190505 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190505$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190505$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS30.5 =082 04$a630.7$223 =100 1\$aSultan, M.,$eauthor. =245 10$aCellulose-Based Hydrogels as Smart, Green and Controllable Nitrogenous Fertilizers Releasing Agents /$cM. Sultan, A. A. Abdelhakim, M. Nassar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA smart, green, and controllable-release hydrogel based on cellulose was prepared to avoid the problem of soil fertilizer abuse. A field-emission scanning electron microscope (FE-SEM) demonstrated a wrinkled, rough, lamellar structure with long microtubes. The effect of the cross-linker concentration, epichlorohydrin (ECH), on the physical and mechanical properties in addition to swelling and urea-release kinetics was thoroughly studied. A relatively high swelling ratio, urea entrapment, and proper flexibility were obtained for an ECH concentration of 3.33 %. The swelling kinetics of hydrogel was found to be a second-order process. The maximum swelling value and the initial swelling rate were dependent on cross-linker concentration. The hydrogel exhibited a dehydration shrinkage in saline solution. A significantly high urea release of 6.61 % at 3.33 ECH concentrations was estimated. The urea-release mechanism matches well with the Fickian model. Accordingly, the prepared hydrogel is potential as a smart, green, and controllable-release fertilizer for applications in agriculture and horticulture. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aFertilizer industry. =650 \0$aTariff on fertilizers. =650 \0$aNitrogen fertilizers. =650 \0$aPlants$xEffect of nitrogen on. =700 1\$aAbdelhakim, A. A.,$eauthor. =700 1\$aNassar, M.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190505.htm =LDR 04123nab a2200481 i 4500 =001 JTE20190626 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190626$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190626$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.87 =082 04$a006.3/2$223 =100 1\$aTürk, Ömer,$eauthor. =245 10$aClassification of Epilepsy Types from Electroencephalogram Time Series Using Continuous Wavelet Transform Scalogram-Based Convolutional Neural Network /$cÖmer Türk, Veysi Akpolat, Sefer Varol, Mehmet Ufuk Aluçlu, Mehmet Siraç Özerdem. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aDuring the supervisory activities of the brain, the electrical activities of nerve cell clusters produce oscillations. These complex biopotential oscillations are called electroencephalogram (EEG) signals. Certain diseases, such as epilepsy, can be detected by measuring these signals. Epilepsy is a disease that manifests itself as seizures. These seizures manifest themselves in different characteristics. These different characteristics divide epilepsy seizure types into two main groups: generalized and partial epilepsy. This study aimed to classify different types of epilepsy from EEG signals. For this purpose, a scalogram-based, deep learning approach has been developed. The utilized classification process had the following main steps: the scalogram images were obtained by using the continuous wavelet transform (CWT) method. So, a one-dimension EEG time series was converted to a two-dimensional time-frequency data set in order to extract more features. Then, the increased dimension data set (CWT scalogram images) was applied to the convolutional neural network (CNN) as input patterns for classifying the images. The EEG signals were taken from Dicle University, Neurology Clinic of Medical School. This data consisted of four classes: healthy brain waves, generalized preseizure, generalized seizure, and partial epilepsy brain waves. With the proposed method, the average accuracy performance of three of the EEG records' classes (healthy, generalized preseizure, and generalized seizure), and that of all four classes of EEG records were 90.16 % (± 0.20) and 84.66 % (± 0.48). According to these results, regarding the specific accuracy ratings of the recordings, the healthy EEG records scored 91.29 %, generalized epileptic seizure records were at 96.50 %, partial seizure EEG records scored 89.63 %, and the preseizure EEG records had a 90.44 % rating. The results of the proposed method were compared to the results of both similar studies and conventional methods. As a result, the performance of the proposed method was found to be acceptable. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aNeural Networks, Computer. =650 \0$aNeural networks (Computer science) =650 \0$aAnatomy. =650 \0$aTime$xseries analysis. =700 1\$aAkpolat, Veysi,$eauthor. =700 1\$aVarol, Sefer,$eauthor. =700 1\$aAluçlu, Mehmet Ufuk,$eauthor. =700 1\$aÖzerdem, Mehmet Siraç,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190626.htm =LDR 03113nab a2200493 i 4500 =001 JTE20200123 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200123$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200123$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA410 =082 04$a620.11$223 =100 1\$aMharsi, Karim,$eauthor. =245 10$aCharacterization Shear Properties of PVC Foams Instrumented by Optical Fiber under Flexural Loading /$cKarim Mharsi, Xavier Chapeleau, Jamal Fajoui, Amira Sellami, Pascal Casari, Mohamed Kchaou. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe bending behavior of foam core sandwich composites has increasingly attracted attention and application in industries such as shipbuilding, aircraft, and wind turbine industries. The main objective of this research work is the assessment of shear strain in a foam core beam by means of optical fiber sensors during a bending test. Experimental studies were conducted on a polyvinyl chloride (PVC) foam beam in which three optical fibers were embedded in a longitudinal plane across the thickness of the foam core; straight optical fibers measure strains due to the tension/compression load, whereas the sinusoidal fibers catch strains due to the shear load. A finite element model was used to predict strain levels in order to validate and explain optical fiber sensor measurements from three- and four-point bending tests. The concordance of the shear properties identified by optical fiber sensor results and obtained by finite element simulation was evaluated to validate the newly developed technique of characterization. Results shows good agreement between the experimental and numerical responses. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aMaterials$xAnalysis. =650 \0$aMaterials$xTesting. =650 \0$aMetallocenes. =650 \0$aPolyolefins. =700 1\$aChapeleau, Xavier,$eauthor. =700 1\$aFajoui, Jamal,$eauthor. =700 1\$aSellami, Amira,$eauthor. =700 1\$aCasari, Pascal,$eauthor. =700 1\$aKchaou, Mohamed,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200123.htm =LDR 03436nab a2200457 i 4500 =001 JTE20180735 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180735$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180735$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP149 =082 04$a668.1$223 =100 1\$aPan, Jiabao,$eauthor. =245 10$aColloidal Physicochemical Properties and Variation Mechanisms of Lithium Complex Grease under Limited Operating Temperature /$cJiabao Pan, Shuai Cao, Jianping Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study aims to investigate the colloidal physicochemical properties and variation mechanisms of lithium complex grease after heating at a limited operating temperature (180°C). Experimental lubricating grease samples were prepared by static heating in the laboratory for different times to simulate the limited operating temperature. The variations in grease mass loss and consistence were studied. Rheological behavior tests were carried out to explore the structural strength and structural recovery properties of all grease samples by using a continuous shear and oscillatory shear rheometry model of rotational rheometer. The fibrous microstructure was investigated by field emission scanning electron microscope, and infrared spectra were recorded using a Fourier transform infrared spectrometer. A structural evolution model of grease colloidal dispersion system was established and used to elucidate the variation mechanism of grease colloidal physicochemical properties under limited operating temperature conditions. The colloidal property of lithium complex grease gradually changed with prolonged heating time. The consistence of grease increased with increasing heating time. The typical shear yield phenomenon became less obvious, and the structural recovery property evidently weakened obviously with prolonged heating time. The variation mechanism of grease colloidal physicochemical properties could be mainly attributed to the thickener oxidation of grease. Results provide experimental support for grease application and failure analysis under harsh conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aSurface active agents. =650 \0$asurface chemistry. =650 \0$aEnvironmental Chemistry. =650 \0$aColloids. =700 1\$aCao, Shuai,$eauthor. =700 1\$aWang, Jianping,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180735.htm =LDR 03409nab a2200493 i 4500 =001 JTE20180889 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180889$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180889$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN871.215 =082 04$a622/.230289$223 =100 1\$aWang, Shaofeng,$eauthor. =245 10$aContinuous Leak Location in Gas-Filled Steel Pipe Based on Optimum Wavelet Analysis of Leak AE Signal /$cShaofeng Wang, Lili Dong, Jianguo Wang, Hailing Wang, Guang Xu, Jun Hong. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study is investigates how to reconstruct the continuous leak acoustic emission (AE) signal to precisely locate the leak source on a gas-filled steel pipe based on cross-correlation location theory. Thus, in this article, the determination method for the optimum mother wavelet was proposed. The frequency distribution of the continuous leak AE event was firstly extracted through wavelet transform (WT) with optimum mother wavelet. In the considered frequency range, the WT coefficients were further used to reconstruct the raw continuous leak AE signal. The correlation-based location experiments were finally carried out to evaluate the performance of the proposed method. The results show that the location errors of the leak source were decreased by some 10 % compared with those achieved by only using the raw AE signals. Thus, improvement verifies the validity of choice of the optimum mother wavelet. Meanwhile, it is also founded that, whether the reconstructed signals or raw signals were used, the localization accuracy of the leak source using the speed of the T wave is greater than that using the speed of the L wave and theoretical acoustic speed under the same symmetry of the AE sensors with reference to the leak source. Therefore, defining the acoustic speed with the speed of the T wave was recommended to use on-site for detection of the continuous leak source on a gas-filled steel pipe. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aMachinery$xMonitoring. =650 \0$aMachines$xSurveillance$vCongresses. =650 \0$aGas wells. =650 \0$aOil fields. =700 1\$aDong, Lili,$eauthor. =700 1\$aWang, Jianguo,$eauthor. =700 1\$aWang, Hailing,$eauthor. =700 1\$aXu, Guang,$eauthor. =700 1\$aHong, Jun,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180889.htm =LDR 03111nab a2200445 i 4500 =001 JTE20190118 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190118$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190118$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.74 =082 04$a620.1/1223$223 =100 1\$aNascov, Victor,$eauthor. =245 10$aCorrosion Evaluated by Using Speckle Decorrelation with Potentiodynamic Test of the Corrosion Rate /$cVictor Nascov, Cornel Samoilă, Doru Ursuţiu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThere are corrosion experiments that require an investigated surface larger than the normal surface permitted by the apparatus specializing in such measurements. There are also corrosive environments in which the classic electrodes used are in danger of damage. Thus, in this article, a test in which the surface is investigated using speckle and the electrodes are all made from graphite, a material that is more resistant to chemical attacks, was imagined. The optical method used to investigate the surface alteration was speckle decorrelation, which has proved to be a sensitive indicator of corrosion. Because the decorrelation speed is obviously influenced by the corrosion rate, the main objective was to find out if there is a relationship between these two quantities in the frame of the speckle measurements. Using the electrochemical procedure of chronopotentiometry, it was found that the speckle decorrelation is sensitive not only to surface alteration due to corrosion but also to some reversible processes that occur in the electrolyte near the sample surface. In the first phase of the tests a solution of NaCl was used in order to have a reference environment known for the results obtained, followed in the next stage by more corrosive solutions that change the environment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aCorrosion and anti-corrosives. =650 \0$aCorrosion. =650 \0$aAnticorrosion. =700 1\$aSamoilă, Cornel,$eauthor. =700 1\$aUrsuţiu, Doru,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190118.htm =LDR 03985nab a2200433 i 4500 =001 JTE20180491 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180491$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180491$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD5 =082 04$a628$223 =100 1\$aRen, Haisheng,$eauthor. =245 10$aDesign and Performance Investigation of Drainage Ultra-Thin Wearing Course Based on Diatomite-Supported Epoxy-Modified Asphalt Mixture /$cHaisheng Ren, Weirong Huang, Donglai Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe high-performance epoxy resin-modified asphalt has been widely applied in the development of steel deck pavement and roads with heavy traffic. However, the poor compatibility between the epoxy resin and matrix asphalt has never been solved completely. In this study, epoxy resin was supported on diatomite with a large pore structure, so that epoxy resin was evenly dispersed into asphalt for improving the compatibility. The diatomite-supported epoxy-modified asphalt (DEA) binder was prepared and applied to the drainage ultra-thin wearing course mixture (DUWM). Six different DEA-DUWM were designed with a 2.36-mm sieve size, which was the key sieve size. The general asphalt content was calculated by the asphalt film thickness test. The optimal asphalt content was determined by the Cantabro test and the Schellenberg binder drainage test. The best curing time was determined by the Marshall test. Taking the Japanese epoxy resin-modified asphalt (TAF) as the comparison group, the high-temperature rutting test, low-temperature bending beam test, immersion Marshall test, freeze-thaw splitting test, immersion Cantabro test, water seepage test, surface friction coefficient test, and Manual sand laying test were carried out for DEA-DUWM and TAF-DUWM under the same gradations and test conditions. The results indicate that DEA-DUWM has excellent high-temperature rutting resistance; the maximum low-temperature bending strain is nearly 25 % less than that of TAF-DUWM, but the low-temperature cracking resistance can still meet the specification requirements of China. The addition of diatomite and the air void of the mixture have an effect on the low-temperature anticracking performance of DUWM, and DEA-DUWM has a remarkable high-temperature and low-temperature moisture resistance, drainage, and skid resistance. The air void of the mixture has a great influence on the freeze-thaw resistance of DUWM. The asphalt type has a marginal effect on the drainage and antiskid properties. It is suggested that the DUWM design's target air void content should not be less than 17 %, and it can be improved properly in an area with heavy rainfall. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aEnvironmental engineering$vCongresses. =650 \0$aEnvironmental engineering. =700 1\$aHuang, Weirong,$eauthor. =700 1\$aYang, Donglai,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180491.htm =LDR 03198nab a2200433 i 4500 =001 JTE20180824 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180824$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180824$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS621.5.S8 =082 04$a622/.3$223 =100 1\$aGiri, Jyoti Prakash,$eauthor. =245 10$aDevelopment and Evaluation of Some Bituminous Mixes Containing RCA /$cJyoti Prakash Giri, Mahabir Panda, Umesh Chandra Sahoo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aRecycling of waste in the paving construction industry is vital for sustainability. In view of fast depleting natural stone resources, waste material in the form of recycled concrete aggregate (RCA) has been utilized in bituminous paving mixes replacing conventional coarse aggregates. Keeping in mind the inherent porous characteristics of RCA, an attempt has been made in this study to develop bituminous mixes by first pretreating RCA with locally and easily available low-viscosity material, such as bituminous emulsion. Further, steps have been taken to use waste polyethylene collected from milk packaging (WPMP) as a modifier to improve the engineering properties of bituminous paving mixes prepared involving dry process. In this work, for the purposes of comparison, dense-graded bituminous macadam (DBM) mixes were prepared using pretreated RCA (PRCA), RCA, or natural aggregate (NA) as coarse aggregates with cement as filler, each one being also modified by waste polyethylene. These mixes thus developed have been evaluated in terms of various engineering properties. It was observed that PRCA and RCA mixes, in general, satisfy the requirements in terms of Marshall characteristics and moisture susceptibility. Further, from other tests considered for evaluation, the mixes containing PRCA and WPMP showed much more superior results compared with normal mixes prepared with conventional aggregates. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aMines and mineral resources$vCongresses. =650 \0$aLand restoration. =700 1\$aPanda, Mahabir,$eauthor. =700 1\$aSahoo, Umesh Chandra,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180824.htm =LDR 03078nab a2200421 i 4500 =001 JTE20180760 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180760$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180760$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA419 =082 04$a620.12$223 =100 1\$aTenorio, Carolina,$eauthor. =245 10$aDevelopment of a Thermo-Hydro-Mechanical Device for Wood Densification Adaptable to Universal Testing Machines and Its Evaluation in a Tropical Species /$cCarolina Tenorio, Roger Moya. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThere is considerable interest in the development of thermo-hydro-mechanical (THM) treatments to increase the density of low-density woods. However, the development of processes for improving the properties of low-density woods in regions with lower investments in investigations and development, such as tropical areas, is often limited by the equipment and infrastructure constraints. The aim of this work is to outline the development and construction of an inexpensive THM densification device (THM device) that controls the application of heat, load, and steam, by adapting an accessory to a 60-Mg universal testing machine (UTM). The THM device was evaluated using the Vochysia guatemalensis wood (tropical species). The inexpensive densification THM device uses steaming, temperature, and compression and can be adaptable to a 60-Mg-capacity UTM. It also allowed us to successfully conduct the densification process on 20 by 70 by 300 mm wood samples of a low-density tropical species. However, there were some drawbacks discovered: for example, the steam application, pressure, and temperatures were controlled independently, which was not convenient. It would be more convenient to concentrate them in a single control unit. Additionally, a high variation was observed in the compression and stabilization thickness. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aWood$xChemistry. =650 \0$aWood. =700 1\$aMoya, Roger,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180760.htm =LDR 03676nab a2200469 i 4500 =001 JTE20180742 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180742$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180742$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1.R43 =082 04$a624.1/76$223 =100 1\$aChen, Baochun,$eauthor. =245 10$aDisplacement-Based Simplified Calculation for Pile-Soil Interaction under Reciprocating Low-Cycle Pseudo-Static Loads /$cBaochun Chen, Xiaoye Luo, Fuyun Huang, Rui Dong, Junqing Xue. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA reciprocating low-cycle pseudo-static loading test on three reinforced concrete (RC) piles was performed in the Structural Laboratory of Fuzhou University to study their failure modes and seismic behaviors. The modified calculations of lateral deformation and soil pressure along the piles were further verified based on the test results. In this article, a displacement-based simplified calculation for pile-soil interaction of piles was proposed based on the shear equilibrium and test results, and then it was compared with the traditional m method and p-y curve method. The test results show that m method overestimated the bearing capacity of piles, leading to a lower safety factor for the piles. Therefore, it was not suitable to calculate the internal force and lateral displacement under large displacement. Moreover, the ductility of prestress high-strength concrete pipe piles or RC piles would be overestimated by the p-y curve method. Although the p-y curve method took into account the nonlinearity of soil, the calculated force-lateral displacement curve still showed a significant difference with the test results under large deformation. The test results further show that the modified calculation of lateral displacement and soil pressure can be preferably validated by test results, which indicates that the displacement law of laterally loaded pile can be accurately assessed. Furthermore, the proposed displacement-based simplified calculation showed a good agreement with the test values in terms of internal forces and force-lateral displacement curve. Therefore, it was recommended for analyzing the cyclic behavior of laterally loaded pile foundations considering soil-pile interaction in integral abutments jointless bridges (IAJBs). =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aWind$xpressure$xMeasurement. =650 \0$aWind. =650 \0$aTowers$xAerodynamics. =700 1\$aLuo, Xiaoye,$eauthor. =700 1\$aHuang, Fuyun,$eauthor. =700 1\$aDong, Rui,$eauthor. =700 1\$aXue, Junqing,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180742.htm =LDR 03148nab a2200445 i 4500 =001 JTE20190036 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190036$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190036$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD491 =082 04$a628.15$223 =100 1\$aWang, Baomin,$eauthor. =245 10$aEffect of Degree of Hydrolysis of Polyvinyl Alcohol on Adhesive Properties of Cement Mortar /$cBaomin Wang, Yunqing Xing. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPolyvinyl alcohol (PVA) is widely used in the building industry to improve the fresh and hardened properties of cement composites. In this article, the effect of partially and fully hydrolyzed PVA on physical and adhesive properties of fresh and hardened cement mortar was investigated. Results showed that both partially and fully hydrolyzed PVA could significantly improve the adhesive properties of cement mortar. The mode of rupture changed from mostly interfacial rupture without PVA in cement mortar to mixed-mode interfacial-cohesive rupture with 1.5 wt.% PVA. Partially hydrolyzed PVA-modified cement mortars had smaller bulk density and higher fluidity compared with fully hydrolyzed PVA. X-ray powder diffraction, thermal analysis, mercury intrusion porosimetry, and scanning electron microscopy were used to investigate cement hydration and microstructure of PVA-modified cement composites. As a result, fully hydrolyzed PVA was more conducive to promote cement hydration and had smaller impact on crystal structure and content of calcium hydroxide (Ca(OH) 2 ) compared with partially hydrolyzed PVA. Besides, the addition of both partially and fully hydrolyzed PVA affected the morphology and the oriented growth of Ca(OH) 2 in cement composites. Furthermore, PVA-modified mortar had finer pore size distribution and higher porosity than unmodified mortar. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aWater quality. =650 \0$aWater$xpipes$xCorrosion. =650 \0$aWater$xpipes$xLinings. =650 \0$aConcrete$xCorrosion. =700 1\$aXing, Yunqing,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190036.htm =LDR 03527nab a2200409 i 4500 =001 JTE20180940 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180940$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180940$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aSelvakumar, Kathiresan,$eauthor. =245 10$aEffect of Fiber Composition on the Physical, Mechanical, and Thermal Behavior of Jute and Human Hair-Reinforced Epoxy Composites /$cKathiresan Selvakumar, Meenakshisundaram Omkumar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPolymer composites reinforced with jute fiber have been widely used in window and door frames, biogas cylinders, furniture, suitcases, helmets, automobile and railway coach interiors, boats, etc. Human hair is a versatile material that has been identified as having significant potential for use as a reinforcement in composites because of its excellent material properties. This article deals with the reinforcement of jute and human hair in epoxy matrix-based composites. Composites fabricated with constant volume fractions but with five different fiber ratios of jute and human hair were studied. Analysis of physical, mechanical, and thermal properties was made on the fabricated Natural Fiber Reinforced Polymer Composites (NFRPCs). The results showed an increase in the mechanical properties with an increase in human hair content in the composite. The tensile, flexural, and double shear strength of the composite with 25 % human hair obtained was 23.45, 80.83, and 44.25 MPa, respectively, whereas 25 % jute fiber-reinforced composite shows 13.69, 61.63, and 28.25 MPa, respectively. The properties of jute fiber composites were increased when adding the human hair with jute fiber in the ratio of 18.75:6.25, 12.5:12.5, and 6.25:18.75 percentage of jute fiber and human hair, respectively. From moisture analysis of the composites, it was observed that increasing the human hair content with matrix caused a decrease in the absorptivity of the composite. From thermogravimetric analysis (TGA), composite with 25 % jute fiber showed the final degradation temperature at 480.12°C, whereas for 25 % human hair, composite obtained at 450.12°C. TGA showed a proportionate increase in thermal stability with increase in jute fiber content of the composites. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aFibrous composites. =700 1\$aOmkumar, Meenakshisundaram,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180940.htm =LDR 03942nab a2200481 i 4500 =001 JTE20190330 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190330$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190330$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN689.2 =082 04$a620.1/623$223 =100 1\$aJúnior, Marcus Vinícius Rezende,$eauthor. =245 10$aEffect of Specimen Cross Section and Notch Radius on the Hydrogen Embrittlement Susceptibility of Tempered and Quenched AISI 4140 Steel /$cMarcus Vinícius Rezende Júnior, Marcelo Torres Piza Paes, Waldek Wladimir Bose Filho, Rosenda Valdés Arencibia, Sinésio Domingues Franco. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (23 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTo investigate the effects of the cross section and notch radius of specimens on the susceptibility to hydrogen embrittlement of AISI 4140 steel at different hardness levels, the incremental step loading technique was used. Initially, the effect of the three factors on the fast force fracture strength values was investigated. The study was based on a full factorial design, 2×2×3, in which the cross section and notch radius factors were investigated on 2 levels and hardness on 3 levels. Tests were performed using two equipment setup configurations. In the first test, a 1-kN load cell was used for standard test specimens with nominal dimensions of 10×10×60 mm 3 , and in the second, a load cell of 20 kN was used for nonstandard test specimens with nominal dimensions of 30×30×200 mm 3 . The analysis of variance showed that the cross section factor caused statistically significant effects on the SFFS values (the stress related to PFFS ), and the hardness and the interaction between the hardness and cross section had statistically significant effects on the hydrogen embrittlement of AISI 4140 steel. When analysis of variance was performed separately for each cross section, it was observed that for specimens with cross sections of 10×10 mm 2 , the notch radius and the hardness factors caused statistically significant effects on the PFFS value, whereas for specimens with 30×30 mm 2 cross sections, none of the investigated factors had statistically significant effects because of the larger constraint effect at the notch tip. The incremental step loading technique needs fewer specimens to complete the PTH evaluation when applied using larger strain constraint (larger cross section, smaller notch root, and higher hardness). =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aMetals$xHydrogen embrittlement$vCongresses. =650 \0$aMetals$xStress corrosion$vCongresses. =650 \0$aMetals$xCracking$vCongresses. =650 \0$aMetals$xStress corrosion. =700 1\$aPaes, Marcelo Torres Piza,$eauthor. =700 1\$aFilho, Waldek Wladimir Bose,$eauthor. =700 1\$aArencibia, Rosenda Valdés,$eauthor. =700 1\$aFranco, Sinésio Domingues,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190330.htm =LDR 03077nab a2200457 i 4500 =001 JTE20200398 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200398$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200398$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP1180.P6 =082 04$a677.4743$223 =100 1\$aVasanth Kumar, D.,$eauthor. =245 10$aEffect of Stretching on the Air Permeability of Recycled Polyester/Virgin Cotton and Its Blended Socks /$cD. Vasanth Kumar, D. Raja, K. V. Kumar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSocks are considered to be one of the important accessories for humans in everyday life. Socks undergo irregular stretching in multiple directions during usage. The amount of stretching that occurs in socks is proportionate to the level of foot movement and the foot shape. The comfortability of socks lagely depends on the air permeability and thermal comfort properties. In general, the air permeability of the socks was measured in unstretched conditions. However, in real-time situations, the socks get stretched in multiple directions while being used. Stretch is one of the key factors that largely influences the air permeability of the socks. Few researchers have addressed this area; hence, the air permeability of the socks under various percentages of stretch is primarily focused on in this study. A novel automated fabric stretching attachment device was used to study the effect of stretching on the air permeability of recycled polyester/virgin cotton and its blended socks. The results were statistically investigated by two-way analysis of variance by using SAS 8.0. A statistical analysis proved that the effect of the stretching and blend ratio was statistically significant on the air permeability properties of socks. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aPolyesters. =650 \0$aMaterials science. =650 \0$aSustainable development. =650 \0$aTextile industry. =700 1\$aRaja, D.,$eauthor. =700 1\$aKumar, K. V.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200398.htm =LDR 02791nab a2200445 i 4500 =001 JTE20180851 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180851$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180851$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA703.5 =082 04$a624.1/51$223 =100 1\$aWei, Ying-Jie,$eauthor. =245 10$aEffects of Soil Conditioning on Tool Wear for Earth Pressure Balance Shield Tunneling in Sandy Gravel Based on Laboratory Test /$cYing-Jie Wei, Yu-You Yang, Tong Qiu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSoil conditioning plays an important role in reducing soil abrasivity and wear of cutting tools in earth pressure balance shield tunneling, leading to service life extension of cutting tools. In this article, an experimental study to assess the abrasivity of conditioned soil with different conditioners, namely foam and slurry, was carried out using a soil abrasion tester. The abrasive characteristics of the tested soil samples were quantitatively assessed through the measurement of weight loss of the steel cubes fixed on the propeller. Preliminary test results indicate that both foam and slurry can modify the sandy gravel to a suitable state according to slump test and decrease soil abrasivity significantly. The torque, which reflects the interaction between the propeller and tested materials, is used to provide insights into the soil-tool contact. Potential relationships between tool wear and tool position are also investigated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aGeotechnical engineering$vCongresses. =650 \0$aMeteorology & climatology. =650 \0$aEconomic geology. =700 1\$aYang, Yu-You,$eauthor. =700 1\$aQiu, Tong,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180851.htm =LDR 02285nab a2200421 i 4500 =001 JTE20190750 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190750$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190750$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA403.6 =082 04$a620.11$223 =100 1\$aHussain, Maria,$eauthor. =245 10$aEnergy-Minimizing Cubic H-Bézier Curve /$cMaria Hussain, Sana Zafar, Malik Zawwar Hussain. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (23 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn shape designing, a curve is required to pass smoothly through the given data set values. Minimum energy curves are usually known as smooth curves. The aim of this research article is to construct a G 1 -approximating curve with minimum energy. For this purpose, a cubic H-Bézier curve is considered for which the tangent directions are held to be unknowns. The optimal cubic H-Bézier curve is procured by minimizing the stretch energy, strain energy, and curvature variation energy by solving an optimization problem of two parameters relating to the magnitudes of endpoint tangent directions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aMaterials science. =700 1\$aZafar, Sana,$eauthor. =700 1\$aHussain, Malik Zawwar,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190750.htm =LDR 03468nab a2200457 i 4500 =001 JTE20190722 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190722$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190722$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aZ6004.C67 =082 04$a016.5515/784$223 =100 1\$aSantosh, R.,$eauthor. =245 10$aExperimental Evaluation of PVA as Novel Humidifier Material for Humidification-Dehumidification Applications /$cR. Santosh, G. Kumaresan, S. Monisha, G. Krishna Kumar, R. Velraj. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe humidification-dehumidification (HDH) desalination technique is a promising technology to harness fresh water, resulting in a decline of scarcities of remote and arid area water. The humidifier unit is one of the major functional elements in an HDH desalination system. The efficiency of any HDH desalination system predominantly depends on the individual humidification and dehumidification process potential. Therefore, improvement in the humidification (or) dehumidification process potential can substantially improve the system's overall performance. In this work, an attempt has been made to utilize polyvinyl alcohol (PVA) as novel humidifier material for the humidification process. The experimental study was carried out considering diverse inlet air velocities of 3, 2, and 1 m/s. Different cases with and without air preheating were experimented to evaluate the humidification potential of PVA material when utilized in an HDH desalination system powered by waste heat and ambient conditions. The results revealed that the rate of evaporation from PVA material was predominantly influenced by the ambient air temperature compared with other system parameters. Furthermore, comparatively, it was found that, with the use of PVA as humidifier material, average increases in relative humidity of about 19 and 10 % were achieved for higher air velocity of 3 m/s in the cases with and without air preheating, respectively. Thus, it was identified that PVA can be utilized as an effective humidifier material for efficient humidification processes in HDH desalination systems. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aFreezing process. =650 \0$aVinyl fibers. =700 1\$aKumaresan, G.,$eauthor. =700 1\$aMonisha, S.,$eauthor. =700 1\$aKumar, G. Krishna,$eauthor. =700 1\$aVelraj, R.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190722.htm =LDR 03266nab a2200421 i 4500 =001 JTE20200404 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200404$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200404$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.8$223 =100 1\$aXiong, Jun,$eauthor. =245 10$aExperiments for Enhancing Tailings Slurry Drainage and Geotechnical Performance Using Nonsegregation Flocculation and Geotextile /$cJun Xiong, Quan Jiang, Chao Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPumping tailings slurry into geotextile bags is a burgeoning method employed to build tailings dams with improved tailings management. Fine contents bring great challenges for tailings stability. In this article, nonsegregation flocculation was selected for fine tailings. Experiments were carried out in three campaigns: nonsegregation flocculation of tailings slurry to reduce fine content in supernatant (low turbidity); water drainage evaluation via filtration tests, plus the measurement of capillary suction time; and the study of geotechnical properties, including hydraulic conductivity and yield strength. From the results, it is demonstrated that the tailings slurry without flocculation showed apparent particle segregation and poor drainage performance compared to tailings with nonsegregation flocculation. The yield strength with nonsegregation tailings was enhanced by two times to initial values. Scanning electron microscopy image analysis was used to check the attachment status of solid particles on geotextile surfaces after being used for filtration tests. The mechanism of enhancing geotextile drainage revealed that increased permeability and reduced geotextile pore-plugging should account for the enhanced water drainage and tailings stability. A pattern of achieving optimal drainage strategy of geotextile bag was recommended for building a tailings dam, which is to use large-sized flocs plus geotextiles with large pore sizes (up to 0.6 mm). =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aPavements, Concrete$xDesign and construction$xEvaluation$vCongresses. =700 1\$aJiang, Quan,$eauthor. =700 1\$aZhang, Chao,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200404.htm =LDR 02955nab a2200433 i 4500 =001 JTE20190863 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190863$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190863$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.N35 =082 04$a620/.5$223 =100 1\$aVini, M. Heydari,$eauthor. =245 10$aFabrication of Bimetal Aluminum-5 % Alumina-Bromine Composites by Warm Accumulative Roll Bonding /$cM. Heydari Vini, S. Daneshmand. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this study, aluminum alloy 1050 and brass 70/30 are used to fabricate reinforced bimetal aluminum-5 % alumina (Al 2 O 3 )-bromine composites via a warm accumulative roll bonding (WARB) process. The aluminum and bromine strips were firstly welded together with the RB process up to 6 ARB cycles. In the WARB process, the rolled samples were preheated at 280°C for 7 min before each rolling cycle. The mechanical properties of the aluminum-Al 2 O 3 -bromine composite samples were evaluated in comparison to aluminum-5 % Al 2 O 3 and bromine-5 % Al 2 O 3 accumulative roll-bonded single-metal composite samples. It was shown that aluminum and brass deform in a similar way in the aluminum-Al 2 O 3 -bromine composites up two ARB cycles and then bromine layers began to neck. The average strength of the aluminum-Al 2 O 3 -bromine composites is higher than that of these two single-metal metal matrix composites. It was shown that the ductility and strength of the fabricated composite samples enhanced with the WARB cycles. Moreover, the fracture surfaces of bimetal composites have been studied by scanning electron microscopy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aNanotechnology$vCongresses. =650 \0$aDeformations (Mechanics)$vCongresses. =650 \0$aNanostructured materials$xPlastic properties$vCongresses. =700 1\$aDaneshmand, S.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190863.htm =LDR 02986nab a2200445 i 4500 =001 JTE20180948 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180948$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180948$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.1/18$223 =100 1\$aMahdavi, Hamidreza,$eauthor. =245 10$aFatigue Performance Analysis of GRE Composite Pipes by Conducting Tension-Tension Tests on the Rings Cut from the Pipe /$cHamidreza Mahdavi, Gholam Hossein Rahimi, Amin Farrokhabadi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe main purpose of this study is to analyze the fatigue behavior of an industrial (±55°) 9 filament-wound glass reinforced epoxy pipe. Fatigue tests are conducted in accordance with ASTM D2992, Standard Practice for Obtaining Hydrostatic or Pressure Design Basis for Fiberglass (Glass-Fiber-Reinforced Thermosetting-Resin) Pipe and Fittings , but instead of the entire pipe, rings cut from the pipe are used in the tests. This standard proposes a frequency of 0.42 Hz and stress ratio of R =0.05. Tension-tension fatigue tests are performed on the rings at different load levels from 60 to 90 % of the ultimate hoop strength of the pipe. After the tests, the maximum pressure and maximum hoop stress curves versus the number of cycles to fatigue failure are presented. A comprehensive discussion about the importance of substituting the ring test method with ASTM D2992 standard test methods to determine the long-term performance of the composite pipes in the future is presented. The microscopic fatigue failure mechanisms of the rings are also characterized and interpreted using a scanning electron microscope. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aComposite materials. =650 \0$aMaterials Science. =650 \0$aBuilding Materials. =700 1\$aRahimi, Gholam Hossein,$eauthor. =700 1\$aFarrokhabadi, Amin,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180948.htm =LDR 03272nab a2200421 i 4500 =001 JTE20200025 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200025$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200025$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK1005 =082 04$a621.3101516$223 =100 1\$aWu, Xing Zheng,$eauthor. =245 10$aGeometric Reliability Analysis of Composite Foundations Comprising Cement-Fly Ash-Gravel Piles at Site-Specific Scale /$cXing Zheng Wu, Jun-Xia Xin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aEvaluating the pressure-settlement response of a composite foundation at a specific site is important for supporting the safety of superstructures in the design process to determine the bearing performance of the foundation. The uncertainties in the power law regression parameters stem from a significant scattering of pressure-settlement curves when a series of static load tests are conducted for the composite foundations composed of cement-fly ash-gravel piles at a particular site. Thus, in this work, a probability density contour (PDC) of these regression parameters is constructed using a bivariate distribution, which offers great flexibility in fitting the marginal distributions and the dependency between the two regression parameters. Based on an intuitive evolutionary geometry of the PDCs in the original physical space of two dependent random variables, a reliability index is defined as a distance ratio of two PDCs, i.e., the dispersed PDC that just touches the limit state curve and the one standard deviation PDC. These bivariate PDCs are discretized with several segments that adapt to the different spreads of the asymmetric data. Reliability indices are calculated based on the geometric reliability analysis, which offers great transparency for engineers in evaluating the safety of the composite foundation at a site-specific level. By using this reliability technique, the effects of uncertain regression parameters are explicitly explored at six sites consisting of 280 static loading tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aElectric power systems$xMathematics. =650 \0$aGeometry. =700 1\$aXin, Jun-Xia,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200025.htm =LDR 03078nab a2200421 i 4500 =001 JTE20200037 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200037$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200037$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA683.2 =082 04$a693.852$223 =100 1\$aPachideh, Ghasem,$eauthor. =245 10$aImpact of Temperature Rise on the Seismic Performance of Concrete-Filled Double Skin Steel Columns with Prismatic Geometry /$cGhasem Pachideh, Majid Gholhaki, Amin Moshtagh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis paper studies the impact of temperature rise on the performance of Concrete-Filled Double Skin Tubular Steel Columns with prismatic geometry. In doing so, several columns whose interior cores were square, diamond, and circularly shaped and whose exterior cores were prismatic with a square cross-sectional area that increases with the slope of 2.1 degrees from top to the bottom, were constructed and exposed to the temperatures of 25°C, 250°C, 500°C, and 700°C. Afterward, all column specimens were subjected to cyclic loads adopted from the Applied Technology Council (ATC)-24 loading protocol, which proceeded until the specimens failed to further carry loads. The results indicate that although the failure modes of the columns with an interior core of a square or diamond shape are similar to each other, the columns whose interior cores were circularly shaped experienced more intensive damages compared to the others. The base of the columns was fractured diagonally with a degree of 45 by the temperature of 500°C, but at 700°C, the damages have occurred horizontally at the height of 10 cm from the column base. Moreover, the initial stiffness and ductility ratio of the columns with a diamond-shaped interior core was approximately two times greater than the other columns. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aReinforced concrete construction. =700 1\$aGholhaki, Majid,$eauthor. =700 1\$aMoshtagh, Amin,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200037.htm =LDR 03459nab a2200433 i 4500 =001 JTE20180870 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180870$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180870$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA706 =082 04$a624.1/5132$223 =100 1\$aCao, Xue-Shan,$eauthor. =245 10$aInvestigation of Disintegration Behaviors of Clay-Bearing Rocks by a New Methodology /$cXue-Shan Cao, Xi-Yang Lai, E. Lisu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aDisintegration behaviors of clay-bearing rocks are special engineering problems. Samples are isolated and unconstrained in previous disintegrating-durability tests, unlike clay-bearing rocks under the natural controlled condition in the field. Then, a methodology of disintegration testing regarding natural controlled conditions was evaluated to study the disintegration behaviors of clay-bearing rocks. The study results indicated that the fissure area ratio ( F AR ) increases rapidly before the seventh wetting-drying cycle and then begins a stable trend. The fragment size distribution characteristics show that the proportion of small fragments gradually increases and that the proportion of large fragments gradually decreases with the increase in the number of wetting-drying cycles. Clay-bearing rock fragments larger than 2 mm disappear after seven wetting-drying cycles. The change characteristics of the disintegration resistance of the disintegrating clay-bearing rock are that, regardless of the critical fragment size diameter ( D cr ) of complete disintegration, the slake durability index ( I (D) ) and disintegration ratio ( D R ) are reduced. The disintegration degree of aggregate fragments is further reflected by the D R , which corresponds with the F AR . A trend of the maximum shear stress related to the number of wetting-drying cycles has two stages: the first significant and then insignificant decrease. The critical number of wetting-drying cycles is seven, after which point the disintegrating clay-bearing rock fragments with a size coarser than 2 mm disappeared. The results indicate the highly positive correlation between strength and the D R of the disintegrating clay-bearing rock. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aRock mechanics. =650 \0$aUltrasonic testing. =700 1\$aLai, Xi-Yang,$eauthor. =700 1\$aLisu, E.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180870.htm =LDR 03654nab a2200457 i 4500 =001 JTE20180964 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180964$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180964$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP1180.B55 =082 04$a620.192323$223 =100 1\$aIstif, Ilyas,$eauthor. =245 10$aInvestigation of Tensile, Viscoelastic, and Viscoplastic Behavior of Polylactic Acid Manufactured by Fused Deposition Modeling /$cIlyas Istif, Kamil Feratoglu, Ozgen Umit Colak, Alperen Acar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aUniaxial tensile and uniaxial loading-unloading experiments are performed to characterize the mechanical properties of polylactic acid (PLA) manufactured by fused deposition modeling (FDM). To investigate viscoelastic and viscoplastic properties of PLA manufactured with FDM, uniaxial loading-unloading tensile tests are conducted at different strain rates. In addition, the influences of layer orientation on the mechanical properties of PLA specimens manufactured by FDM are investigated. The specimens are manufactured with a vertical and horizontal orientation. The influence of strain rate on ductility is also investigated. Decreasing the strain rate leads to an increase in strain at break. This increase in ductility is interpreted as a result of the effect on secondary bonds. Viscoplastic deformation followed by fracture is seen at lower strain rate tests. As stress and stiffness increases, ductility decreases. More ductility is seen at the horizontally oriented specimens than the vertically oriented specimens. On the other hand, the influences of layer orientation on the mechanical properties of PLA specimens are also investigated. It could be said that the tensile behavior is strain rate and manufacturing orientation dependent. As expected, the higher strain rate values yield to more brittle behavior. More brittle behavior is also reported at vertically oriented specimens. To compare with FDM specimens, injection-molded specimens are produced, and more brittle behavior is observed. Uniaxial loading and unloading tensile tests are also performed for the same specimens. It is observed that elastic recovery increases with increasing strain rate. Results showed that printing orientation does not have a major effect on elastic recovery. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aPolymers. =650 \0$aBiodegradable plastics. =650 \0$aLactic acid. =700 1\$aFeratoglu, Kamil,$eauthor. =700 1\$aColak, Ozgen Umit,$eauthor. =700 1\$aAcar, Alperen,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180964.htm =LDR 03581nab a2200469 i 4500 =001 JTE20190267 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190267$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190267$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA7 =082 04$a624.15$223 =100 1\$aLuo, Xiaoye,$eauthor. =245 10$aModified Calculations of Lateral Displacement and Soil Pressure of Pile Considering Pile-Soil Interaction under Cyclic Loads /$cXiaoye Luo, Fuyun Huang, Yizhou Zhuang, Suiwen Wu, Haimin Qian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA reciprocating low-cycle pseudostatic loading test on four prestress high-strength concrete (PHC) pipe piles was performed to study their failure modes and seismic behaviors. The distributions of lateral deformation and soil pressure along the piles as well as their analysis methods were studied. The test results show that with an increase in the embedded depth of pile, the soil pressure around the piles initially increased up to the maximum and then decreased or even reversed slightly at a certain depth. The pressure at shallower soil increased rapidly, up to nearly the ultimate passive earth pressure, while the pressure at the deeper soil increased relatively slowly. The results further indicate that the strain transformation method and m method were only appropriate for calculating the lateral displacements of piles under linear and small deformation but not suitable to calculate lateral displacement of piles under large deformation. Moreover, although the p-y curve method took into account the nonlinearity of soil, the calculated lateral displacement and soil pressure of pile still showed a significant difference with the test results, especially under large deformation. Furthermore, modified calculations of lateral displacement and soil pressure of pile were proposed based on regression analysis on the test results and existing p-y curve methods, respectively, and calculated results showed a good agreement with the test results in terms of lateral displacements and soil pressures. Therefore, they were recommended for analyzing the soil-pile interaction for pile foundations in integral abutments jointless bridges (IAJBs). =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aPiling (Civil engineering) =650 \0$aSoil mechanics. =650 \0$aFoundations. =700 1\$aHuang, Fuyun,$eauthor. =700 1\$aZhuang, Yizhou,$eauthor. =700 1\$aWu, Suiwen,$eauthor. =700 1\$aQian, Haimin,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190267.htm =LDR 03143nab a2200421 i 4500 =001 JTE20200326 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200326$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200326$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH1491 =082 04$a666.8$223 =100 1\$aBica, Bruno Oliveira,$eauthor. =245 10$aPhotocatalytic Concrete Blocks Nanomodified with Zinc Oxide for Paving: Mechanical Performance and Microstructural Characteristics /$cBruno Oliveira Bica, João Victor Staub De Melo, Philippe Jean Paul Gleize. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (25 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aConcrete block pavement is considered an ideal substrate for the application of photocatalyst materials. In the paving area, titanium dioxide (TiO 2 ) has been the most widely used semiconductor because of its properties. However, zinc oxide (ZnO) has been recently used as an alternative material to TiO 2 in heterogeneous photocatalysis, being applied mainly for the treatment of liquid effluents. In this perspective, the aim of this study was to evaluate the capacity of concrete blocks nanomodified with ZnO in the degradation of nitrogen oxides (NOx) as well as the impact of the nanomaterial on the mechanical properties and microstructural characteristics of concretes. For this purpose, concretes were produced with ZnO incorporation of 3 %, 6 %, and 9 %, being submitted to photocatalytic tests, simple compressive strength, flexural strength, and dynamic Young's modulus, as well as mercury intrusion porosimetry tests and image evaluations using scanning electron microscopy. Together, evaluation of the influence of nano-ZnO on cement paste hydration reactions was carried out. It could be concluded that the addition of ZnO to concrete provides photooxidative capacity to the material; however, it impairs the mechanical performance and the development of the cementitious matrix microstructure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aConcrete blocks. =700 1\$aDe Melo, João Victor Staub,$eauthor. =700 1\$aGleize, Philippe Jean Paul,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200326.htm =LDR 03126nab a2200445 i 4500 =001 JTE20180612 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180612$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180612$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE601 =082 04$a622.3382$223 =100 1\$aFu, Haiqing,$eauthor. =245 10$aPore Pressure Increase and Evaluation in Saturated Sand Based on In Situ Liquefaction Tests /$cHaiqing Fu, Jinyuan Yuan, Xiaoming Yuan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThrough self-developed testing technology, in situ liquefaction tests were conducted to investigate pore pressure responses of saturated sand in the field, and a new incremental model is proposed to predict pore pressure increase in saturated sand liquefaction. The pore pressure generation of saturated sand in the field is slower than that shown through the dynamic triaxial test. In situ testing results herein indicate that the effect of number-of-cycle is different from the results obtained from the dynamic triaxial test. The variation of pore pressure rise in the in situ tests initially increases then decreases with the increasing number of loading cycles rather than a monotonic decrease mode. Different from existing models, the new pore pressure model is directly expressed with in situ parameters, such as acceleration, buried depth, etc., which are commonly applied to describe soil characteristics in the field. The advantages of the proposed formula by in situ tests are that it avoids uncertain stress evaluation during establishment and application of the new model and can greatly reduce artificial errors. Comparisons between predicted and measured results indicate the reliability of the new model. The proposed model can conveniently evaluate the pore pressure increase of saturated sand in a free horizontal field. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aGeology, Structural. =650 \0$aRock mechanics. =650 \0$aRock pressure. =700 1\$aYuan, Jinyuan,$eauthor. =700 1\$aYuan, Xiaoming,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180612.htm =LDR 03385nab a2200469 i 4500 =001 JTE20190255 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190255$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190255$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC189.5.A1 =082 04$a620.1064$223 =100 1\$aYashawantha, K. M.,$eauthor. =245 10$aRheological Behavior and Thermal Conductivity of Graphite-Ethylene Glycol Nanofluid /$cK. M. Yashawantha, Afzal Asif, G. Ravindra Babu, M. K. Ramis. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (22 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe rheological behavior and thermal conductivity of graphite-ethylene glycol (EG) nanofluid is investigated in this research work. The nanofluid is prepared by two-step method using polyvinylpyrrolidone as surfactant. Volume concentration (vol. %) of 0.2, 0.8, and 2 % graphite-EG nanofluid are prepared by ultrasonicating for 5 h. Initially, the effect of temperature variation from 25°C to 60°C (with a difference of every 2.5°C) on the viscosity of prepared nanofluid for different volume concentrations is studied at a fixed shear rate of 25 s -1 . The effect of shear rate from 0.1 to 100 s -1 on the viscosity of nanofluid is tested at a fixed temperature of 25°C. The nanoparticle size considered for analysis of viscosity is <50 nm. Viscoelastic behavior of the nanofluid with respect to change in amplitude and frequency is investigated for 0.2 vol. %. The viscosity analysis is carried out considering graphite nanoparticles of size <50 nm. Later, the thermal conductivity of prepared nanofluid is investigated at a constant temperature (25°C) for nanoparticle sizes of <50 and <100 nm. Finally, from this complete investigation it is concluded that the viscosity of nanofluid increased slightly from 17 to 19 cP with an increase in volume concentration but decreased by 58 % with an increase in temperature. The thermal conductivity for 2 vol. % nanofluid with nanoparticle size <50 nm is found to increase by 16.3 % compared with nanoparticle size <100 nm. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aRheology. =650 \0$aElectrorheological fluids. =650 \0$aMaterials$xElectric properties. =650 \0$aMagnetic suspension. =700 1\$aAsif, Afzal,$eauthor. =700 1\$aRavindra Babu, G.,$eauthor. =700 1\$aRamis, M. K.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190255.htm =LDR 03458nab a2200469 i 4500 =001 JTE20180778 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180778$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180778$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC688 =082 04$a621.36/6$223 =100 1\$aChen, Zheng,$eauthor. =245 10$aThe Effects of Combined Retarders on the Properties of Desulfurized Gypsum /$cZheng Chen, Ruonan Liu, Guoxin Li, Peiwen Hao, Jian Su, Junfen Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAs a relatively fast-setting building material, desulfurized gypsum is difficult to use. Citric acid, sodium gluconate, and sodium tripolyphosphate were used to design and prepare a desulfurized gypsum paste containing single or combined retarders. The effects of the retarder type and content on the setting inhibition and mechanical properties of desulfurized gypsum were evaluated. The experimental results showed that all three retarders had different degrees of retardation on desulfurized gypsum; among them, citric acid had the best retarding effect. When the citric acid content was 0.10 %, the initial and final setting times were 25 and 31 min, respectively. However, the mechanical properties of desulfurized gypsum could be decreased by more than 60 %. Compared with single-doped retarders, combined retarders had obvious advantages. They not only significantly lengthened the setting time and hardening time two-fold or even more but also the compressive strength of desulfurized gypsum with combined retarder was 50 % higher than that with single retarder under the same retarding effect as a single retarder. The hydration heat curve provided insight into the setting inhibition of desulfurized gypsum by retarders. Scanning electron microscopy images showed the change in the crystal morphology of desulfurized gypsum-hydrated crystals with the addition of retarders. The addition of a retarder lengthened the induction period of desulfurized gypsum and changed the morphology of desulfurized gypsum-hydrated crystal, thus extending the setting time and reducing the strength. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aPolarization (Light) =650 \0$aLasers. =700 1\$aLiu, Ruonan,$eauthor. =700 1\$aLi, Guoxin,$eauthor. =700 1\$aHao, Peiwen,$eauthor. =700 1\$aSu, Jian,$eauthor. =700 1\$aYang, Junfen,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180778.htm =LDR 03611nab a2200445 i 4500 =001 JTE20190209 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2019\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190209$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190209$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.78 =082 04$a620.43$223 =100 1\$aFedele, Rosario,$eauthor. =245 10$aThe Prediction of Road Cracks through Acoustic Signature: Extended Finite Element Modeling and Experiments /$cRosario Fedele, Filippo Giammaria Praticò, Gianfranco Pellicano. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2019. =300 \\$a1 online resource (22 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTraffic produces vibrations and noise that affect the livability and structural integrity of the built environment. Despite the fact that many studies focused on traffic-induced vibrations and noise, there is a lack of studies linking the vibrations propagating into the road pavement and the related acoustic response (or acoustic signature) as a means to assess the structural health status. Indeed, monitoring this response can lead to an estimation of the road layer structural condition and an identification of cracks that occurred because of the traffic. Consequently, the objectives of this study are to (i) model the involved phenomena through a Finite Element Method (FEM) analysis; (ii) compare data and simulations; and (iii) set up an Extended Finite Element Model (EXFEM) that is able to forecast the change of the road acoustic signature over time because of the presence of occurred cracks. Loads and sound-related phenomena (generation, transmission, interaction with cracks) were simulated through an EXFEM software. In addition, in order to estimate the effectiveness of the study, the aforementioned simulations were compared with real data gathered from a Dense Graded Friction Course road pavement in different and controlled structural conditions through a specially designed, microphone-based electronic system. Even if further studies are needed to better fix the measurement chain and better carry out the FEM analyses, preliminary results show that the EXFEM model is able to reproduce, with good approximation, the measured signals and that this model can be used to forecast the effects of different types of cracks on the propagation of vibration into road pavements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aGranular materials$xMathematical models$vCongresses. =650 \0$aDiscrete element method. =650 \0$aParticles$xMathematical models. =700 1\$aPraticò, Filippo Giammaria,$eauthor. =700 1\$aPellicano, Gianfranco,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190209.htm =LDR 03167nab a2200457 i 4500 =001 JTE20200364 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200364$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200364$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aBF433.M4 =082 04$a153.94$223 =100 1\$aZhou, Kaiyang,$eauthor. =245 10$aTheoretical Calculation and Test of Mechanical Properties of Mobile Flood Protection Wall /$cKaiyang Zhou, Dong Lei, Jintao He, Pei Zhang, Pengxiang Bai, Feipeng Zhu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWith global climate change, a growing number of countries and regions will have large flood disasters. Therefore, an effective and environmental protection waterproof system is essential. The mobile flood protection wall not only has the flood control capacity comparable to the traditional flood control system but also has a better landscape effect that can meet the needs of residents. However, the mobile flood protection wall presently lacks the basis of practical application and theoretical calculation. Therefore, this paper provides a theoretical calculation method for strains and stresses on a mobile flood protection wall and carries out a real test to verify the reliability of the theoretical calculation. A test pool was built to obtain the data of the strain of the mobile flood protection experiments and reflections on the risk wall during the impoundment process by strain gauge and data acquisition instrument. Through the theoretical calculation method provided in this paper, the actual test conditions are calculated, and the results obtained in the test are mutually validated. The test validates that the mobile flood protection wall is reliable in practical engineering, and the proposed calculation method can be applied to the mobile flood protection wall. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aWiesen Test of Mechanical Aptitude. =700 1\$aLei, Dong,$eauthor. =700 1\$aHe, Jintao,$eauthor. =700 1\$aZhang, Pei,$eauthor. =700 1\$aBai, Pengxiang,$eauthor. =700 1\$aZhu, Feipeng,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200364.htm =LDR 02943nab a2200445 i 4500 =001 JTE20200229 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200229$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200229$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQP1 =082 04$a612.05$223 =100 1\$aHeidelberg, Anne Blair,$eauthor. =245 10$aThree-Dimensional Reconstruction and Morphological Characterization of Aggregates Using Imaging and Spherical Harmonics /$cAnne Blair Heidelberg, Michele Lanotte, M. Emin Kutay. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aShape, angularity, and surface texture are essential aggregate characteristics that have a significant impact on the long-term performance of pavement materials. Current specifications include test methods that are manual, time-consuming, and subjective. Engineers have been trying to develop digital image analysis techniques to make aggregate characterization faster and more indicative of field performance. However, these methodologies are costly, and the results cannot be compared due to differing definitions of shape, angularity, and texture. This paper presents a methodology to measure three-dimensional aggregate morphological indices using a smartphone camera, free computer programs, and spherical harmonic modeling. Results indicated that spherical harmonics and a smartphone camera alone could determine aggregate shape and flakiness indices based on a single spherical harmonic coefficient. Being able to separate aggregates based on their morphology (e.g., flaky aggregates from non-flaky aggregates) could aid in creating new standards for aggregates used in transportation materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aRats$xPhysiology. =650 \0$aNeurotransmitters. =650 \0$aNorepinephrine. =700 1\$aLanotte, Michele,$eauthor. =700 1\$aKutay, M. Emin,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200229.htm =LDR 03876nab a2200457 i 4500 =001 JTE20200134 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200134$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200134$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR859.7.A78 =082 04$a610.28$223 =100 1\$aAbbes, Wiem,$eauthor. =245 10$aFuzzy Ontology for Automatic Skin Lesion Classification /$cWiem Abbes, Dorra Sellami, Stella Marc-Zwecker, Cecilia Zanni-Merk. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aMedical diagnosis of cancer is becoming more complex in recent years, with doctors focusing on making both earlier and accurate diagnoses to save patients' lives. Such goals are more challenging for melanoma, which is the deadliest of skin cancers. Recently, melanoma incidence has increased significantly because of climate change. Fortunately, early detection leads to a 5-year survival rate of 98 %. Computer-aided diagnosis systems can offer a more objective analysis tool, taking into consideration the expert's knowledge. Ontology offers an efficient framework for reducing the gap between low-level information and expert analysis. A dermatologist's recommendation is often based on the ABCD rule, involving four characteristics of a lesion, which are asymmetry, border, color, and differential structures. A score, associated to a qualitative description of the lesion, allows lesions to be categorized into three classes: melanoma, benign, or recommended follow-up. Early research on automatic diagnosis doesn't take into consideration either the qualitative aspect of expert description or the ambiguity of information itself. In this paper, we propose a fuzzy ontology-based melanoma diagnosis system. A fuzzy classifier is proposed to cope with the qualitative description of experts. Then, a fuzzy inference system is proposed to generate the decision. Experimental validation is undertaken on both optical and dermoscopic images from public datasets DermQuest, Dermatology Information System, and International Skin Imaging Collaboration (ISIC). For optical images, we get a sensitivity of 91 %, a specificity of 88 %, and an accuracy of 90 %, whereas for dermoscopic images, we obtain a sensitivity of 92 % and 91 %, a specificity of 91 % and 93 %, and an accuracy of 91 % and 92 % for ISIC 2016 and ISIC 2017, respectively. A comparative study with existing approaches shows that these performances ensure higher accuracy rates and the best compromise between sensitivity and specificity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aFuzzy systems in medicine. =650 \0$aFuzzy Logic. =650 \0$aDiagnostic imaging$xData processing. =700 1\$aSellami, Dorra,$eauthor. =700 1\$aMarc-Zwecker, Stella,$eauthor. =700 1\$aZanni-Merk, Cecilia,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200134.htm =LDR 03667nab a2200457 i 4500 =001 JTE20190570 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190570$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190570$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA706 .G473 2013 =082 04$a624.151$223 =100 1\$aTan, Yunzhi,$eauthor. =245 10$aHydromechanical Performance of Heat-Treated Bentonite /$cYunzhi Tan, Hui Li, Peirong Wang, De'an Sun, Wenjing Sun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAs a buffer material in nuclear waste disposal repository, bentonite experiences long-term persistent heating because of thermal energy released from the sealed nuclear waste canisters. There is no conclusive evidence on how high temperature affects the self-sealing capacity of bentonites. To investigate this effect, bentonite was heated in a muffle furnace at a constant temperature (105°C) for different time periods. The free swelling ratio, swelling pressure, permeability, and specific surface area are used to characterize the physical and mechanical properties of the heated samples. Results revealed that with the increase in the heating time, the free swelling ratio and swelling pressure decrease significantly. The X-ray diffraction pattern of the bentonite sample heated for 90 days reveals a shift from 6° to 9° for the angle corresponding to the (001) diffraction peak of montmorillonite, and with the increase in the heating time, the spacing distance decreases from 1.5 to 0.94 nm. Meanwhile, siliceous oxide is formed during heating, resulting in a cluster of bentonite particles. Results obtained from the infrared spectroscopy and thermogravimetric analysis revealed that the water adsorbed on the intralayer and interlayer surfaces is completely evaporated when the temperature approaches 200°C, but only part of the ionic-bonded water vaporizes, while the structural water remains unchanged. Furthermore, during evaporation, sodium and magnesium ions disappear. Scanning electron microscopy images revealed that bentonite particles are aggregated, rather than uniformly dispersed, which confirms the aforementioned inference. In addition, results obtained from the particle size distribution tests of heated bentonite revealed the same conclusion about its microstructure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aRock mechanics$xMathematical models$vCongresses. =650 \0$aSoil mechanics$xMathematical models. =700 1\$aLi, Hui,$eauthor. =700 1\$aWang, Peirong,$eauthor. =700 1\$aSun, De'an,$eauthor. =700 1\$aSun, Wenjing,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190570.htm =LDR 02943nab a2200421 i 4500 =001 JTE20190731 =003 IN-ChSCO =005 20210722061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 210722s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190731$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190731$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD193 =082 04$a577/.14$223 =100 1\$aPersson, Johan,$eauthor. =245 10$aThe Contact Stress Distribution in a Double Tapered Bolt Joint /$cJohan Persson, Per A. Gradin, Staffan K. Nyström. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe mechanical problem that occurs when a thin elastic layer (e.g., a part of a composite panel) is inserted between two tapered elastic parts and bolted together is studied. The problem considered is of relevance for situations when it is of value to get a rough estimate of the contact pressure in the elastic layer and, by extension, the contact friction. The intermediate elastic layer (i.e., panel) is assumed to behave like a Winkler foundation, and engineering beam theory is assumed to describe the behavior of the tapered outer parts. The coupling between the transverse stresses in the panel and the longitudinal stress due to an applied external tensile load in the plane of the panel is ignored. By using the influence functions for the tapered parts, one obtains an integral equation involving the compression of the panel as the only unknown function. The integral equation is solved numerically by standard procedures. An experiment was also performed in a way that differs slightly from what is covered by the more general theoretical model. This is due to practical reasons connected to the experiment. It was found that the theoretical model gave results in fair agreement with the experimental results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed July 22, 2021. =650 \0$aSoil Science & Conservation. =700 1\$aGradin, Per A.,$eauthor. =700 1\$aNyström, Staffan K.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 4.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190731.htm =LDR 03356nab a2200421 i 4500 =001 JTE20180277 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180277$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180277$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aSB201.B35 =082 04$a635.9642$223 =100 1\$aReasor, Eric H.,$eauthor. =245 12$aA New Method to Measure Bermudagrass (Cynodon spp.) Golf Course Putting Green Ball Roll Uniformity /$cEric H. Reasor, James T. Brosnan, Micah S. Woods. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe golf industry has a 70 billion economic impact in the United States, and a vital aspect of the sport is golf course putting green performance. The goal of putting green management is to provide a surface on which a golf ball is rolled uniformly while maintaining acceptable yearlong turfgrass quality. Several devices have been developed to quantify golf ball roll dynamics on putting greens; however, there are limited methods to measure putting green ball roll uniformity. The objective of this research was to assess putting green ball roll uniformity by measuring the dispersion of golf balls released from a modified Perfect Putter device. The Perfect Putter is a lightweight and portable ramped device that was modified to include a fixed hinge to minimize human error associated with golf ball release and a wider base for increased stability. Our method for quantifying ball roll uniformity was as follows: 20 golf balls were released from the device and marked individually. Dispersion length was quantified by measuring the maximum linear distance between two marks parallel to the roll line, whereas dispersion width was quantified by measuring the maximum linear distance between two marks perpendicular to the roll line. These two values were multiplied together to calculate the area of golf ball dispersion. This method measured a range of dispersion areas among geographic locations, turfgrass cultivars, and turfgrass canopy heights. This rapid test of putting surface ball roll uniformity has potential to aid bermudagrass turfgrass managers in maximizing putting green playability. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aTurf management. =700 1\$aBrosnan, James T.,$eauthor. =700 1\$aWoods, Micah S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180277.htm =LDR 03220nab a2200457 i 4500 =001 JTE20180476 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180476$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180476$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aSB199 =082 04$a633.202$223 =100 1\$aZhu, Jianping,$eauthor. =245 10$aAcceptance Sampling Scheme with Warranty for Life Testing Using Bayesian Inference Methods /$cJianping Zhu, Junge Sun, Hua Xin, Chenlu Zheng, Tzong-Ru Tsai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWe propose an empirical Bayesian (EB) procedure with a rebate warranty policy to search for optimal sampling plans for three-parameter Burr-type XII distribution (3pBXIID) under truncated life testing. The proposed method requires fewer assumptions than its competitors to search for optimal sampling plans when the lifetimes of products follow a 3pBXIID. The Newton-Raphson method using the quasi-Newton (QN) algorithm, the evolution algorithm method using the particle swarm optimization (PSO) algorithm and genetic algorithm (GA) are used in the proposed EB procedure to search for reliable estimates of the parameters in the Bayesian model, and the obtained estimates are denoted as QN-EB, PSO-EB, and GA-EB, respectively. The performance of the QN-EB, PSO-EB, and GA-EB estimates were evaluated by performing Monte Carlo simulations. The simulation results show that the PSO-EB method outperforms the GA-EB and QN-EB methods in obtaining reliable estimates of the parameters in terms of bias and mean squared error. A grid-searching algorithm with the plug-in parameters of PSO-EB estimates to search for the optimal EB sampling plans is presented. Two examples pertaining to the lifetime of an oil-well pump in a sucker-rod oil pumping system and the first failure time of a small electric cart are used to illustrate the application of the proposed EB method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aDeformations (Mechanics) =650 \0$aAgronomy. =700 1\$aSun, Junge,$eauthor. =700 1\$aXin, Hua,$eauthor. =700 1\$aZheng, Chenlu,$eauthor. =700 1\$aTsai, Tzong-Ru,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180476.htm =LDR 03203nab a2200457 i 4500 =001 JTE20180530 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180530$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180530$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P55 =082 04$a624.1892$223 =100 1\$aBastani, Amirreza,$eauthor. =245 10$aDetermination of Mechanical Properties of FRP Materials Using the DIC Method /$cAmirreza Bastani, Soham Mitra, Karla Gorospe, Sreekanta Das. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe mechanical properties of fiber reinforced polymer (FRP) materials have been of great interest in recent years as the applications of these materials in civil engineering and other industries have expanded. However, the utilization of FRP products, especially for new materials, has been limited because of a lack of complete knowledge about their properties. The primary objective of this study is to determine the various mechanical properties of five commonly used FRP materials. The study found that carbon FRP and high-strength glass FRP would be the best suitable materials for rehabilitation of structural elements when an increase in strength and stiffness is the primary objective. However, basalt FRP and E-glass FRP would be a far better choice for rehabilitation when ductility is the primary objective. The other objective of this study was to evaluate the application of a new digital technology, known as digital image correlation (DIC) technique, for the determination of mechanical properties of FRP materials. In this study, the strain data obtained from the DIC method were validated with strain data obtained from conventional methods (strain gage). It was found that DIC is a reliable and accurate noncontact testing method that can be successfully used for determining mechanical properties of various FRP materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aFiber-reinforced plastics. =650 \0$aPolymeric composites. =650 \0$aStructural design. =700 1\$aMitra, Soham,$eauthor. =700 1\$aGorospe, Karla,$eauthor. =700 1\$aDas, Sreekanta,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180530.htm =LDR 02594nab a2200433 i 4500 =001 JTE20180710 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180710$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180710$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHG6024.A3 =082 04$a330.015195$223 =100 1\$aJamal, Farrukh,$eauthor. =245 10$aOdd Burr III G-Negative Binomial Family with Application /$cFarrukh Jamal, Hassan S. Bakouch, M. Arslan Nasir. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this article, we propose a general family of distributions called odd Burr III G-negative binomial. Several properties of the family are reported, including quantile function, mixture representation of its density, cumulative distribution functions, moments, incomplete moments, moment generating function, mean deviations, deviations, stochastic ordering, entropies, and parameter estimation via maximum likelihood (ML) method. A simulation study is carried out to check the asymptotic behavior of the ML estimates. The flexibility of the governing members of this family is shown by the use of data modeling such that the corresponding density functions may be symmetric, right-skewed, or left-skewed and their hazard rate functions can be increasing, decreasing, bathtub, upside-down bathtub, or constant. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aDerivative securities$xMathematical models. =650 \0$aEconomics, Mathematical. =700 1\$aBakouch, Hassan S.,$eauthor. =700 1\$aArslan Nasir, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180710.htm =LDR 02810nab a2200409 i 4500 =001 JTE20180775 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180775$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180775$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.162$223 =100 1\$aWang, Xin,$eauthor. =245 10$aExperimental Study on the Effect of Hardness on the Erosion Resistance of Coatings and Rubber for Hydropower Applications /$cXin Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPolymeric coatings are used to protect concrete hydropower structures from damage by particle-laden, fast-moving water. In this research, a new experimental method is proposed to simulate this tribosystem. Test materials are submerged in an agitated vessel containing basalt particles and abraded for a fixed time. This paper describes the use of this test to screen polyurea coatings of various types of hardness. The use of such test on rubbers is also described. Results present that the wear process of the polyurea is stable and the wear loss is linear with the erosion time. When the hardness of the polyurea or seal rubber increases, the erosion resistance indicates a downward trend and the surface becomes smooth from rough. A polyurea hardness of Shore D30 and a seal rubber hardness of Shore A70 produce the best slurry erosion resistance. The erosion resistance of the polyurea is much better than that of the high-performance concrete. If the wear thickness is regarded as the evaluation indicator, then the erosion resistance of the polyurea of Shore D30 is approximately 60 times more than that of the high-performance concrete. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aCavitation. =650 \0$aMetals$xErosion. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180775.htm =LDR 03286nab a2200481 i 4500 =001 JTE20180795 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180795$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180795$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA174 =082 04$a670$223 =100 1\$aRui, Guo,$eauthor. =245 10$aReliability Evaluation of Piston Pump Based on Comprehensive Evaluation Index /$cGuo Rui, Zhao Zhiqian, Zhou Jinsheng, Zhao Jingyi, Yang Zhe, Gao Dianrong. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAfter focusing on the randomness of the degradation process of the piston pump, the randomness lead to the proposal of a method based on the comprehensive evaluation index to select the characteristic parameters of different levels and characteristics. It was aimed to characterize the process of degradation. Initially the sensitive characteristics of the piston pump degradation were screened out, followed by the short-time test with a small sample for reliability assessment performed on the piston pump valve plate. The local characteristic-scale decomposition was employed to decompose the vibrational signal. Features characterizing the degradation of the valve plate were selected on the basis of the comprehensive evaluation index. Further application of the Principal Component Analysis algorithm was used to transform the degraded feature data to reduce dimension and extract the feature quantities. Then these feature quantities were substituted into the Weibull proportional reliability model. It aimed to calculate the reliability of the piston pump under different degradation states. The bizarre results showed that the combination of real-time effective features and reliability models not only fully reflect the operating state of the piston pump but also effectively evaluate the reliability of the piston pump. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aComputer-aided design$vCongresses. =650 \0$aComputer-aided design. =650 \0$aEngineering design$vCongresses. =700 1\$aZhiqian, Zhao,$eauthor. =700 1\$aJinsheng, Zhou,$eauthor. =700 1\$aJingyi, Zhao,$eauthor. =700 1\$aZhe, Yang,$eauthor. =700 1\$aDianrong, Gao,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180795.htm =LDR 02794nab a2200445 i 4500 =001 JTE20180827 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180827$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180827$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC183 =082 04$a541.33$223 =100 1\$aDeepak Joel Johnson, R.,$eauthor. =245 10$aEffect of Moisture on the Resistance of Sansevieria Cylindrica-Reinforced Vinyl Ester Composites /$cR. Deepak Joel Johnson, V. Arumugaprabu, V. Manikandan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe research is intended to determine the absorption behavior of a newly fabricated, sansevieria cylindrica-reinforced vinyl ester composite (SCVEC) under a different immersion medium. For this purpose, seawater, distilled water, and groundwater was taken. The samples of untreated and sodium hydroxide (NaOH)-treated SCVEC with varying fiber content and fiber length was subjected to water absorption studies. The diffusion coefficient, permeability coefficient, and sorption coefficient were determined to study the kinetics of water molecules penetrating the SCVEC. The results show that SCVEC can resist seawater effectively compared to other medium. This is because of the salt molecule, which disables the secure transport of water molecules into the composite. NaOH-treated composites showed better results compared to the untreated composites irrespective of immersion medium. Scanning electron microscopic studies reveal the water absorption mechanism of SCVEC materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aAdhesion. =650 \0$aAdhesives. =650 \0$aStainless steel. =700 1\$aArumugaprabu, V.,$eauthor. =700 1\$aManikandan, V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20180827.htm =LDR 02967nab a2200445 i 4500 =001 JTE20190142 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190142$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190142$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.Z65 =082 04$a620.18935$223 =100 1\$aZuo, Shuangying,$eauthor. =245 10$aStudy on Anisotropic Mechanical Properties and Failure Modes of Layered Rock Using Uniaxial Compression Test /$cShuangying Zuo, Donglei Zhao, Jing Zhang, Shiwan Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTo reveal the failure mechanisms and strength anisotropy of layered rock, uniaxial compression tests were conducted on dolomite samples with seven different bedding dip angles, and the compressive strength and the Young's modulus with dip angle β were analyzed. Meanwhile, five failure modes (rock tensile cracking, rock shearing failure, bedding cracking, bedding sliding failure, and rock bending) were observed from laboratory phenomena, and the corresponding anisotropy constitutive model was further developed based on the transversely isotropic model and the plastic mechanics flow rules. Finally, the self-defined anisotropic constitutive model was coded in FLAC3D to carry out a numerical simulation of uniaxial compression. Results showed that the numerical simulation agreed well with experimental tests results, which proved that the assumption of a transversely isotropic model was reasonable. Furthermore, the proposed model could be applied to evaluate the stability of rock slopes with different bedding dip angles, and the bedding dip angle played an important role on failure modes and the stability of slope. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aAnisotropy. =650 \0$aZirconium alloys$xTesting. =700 1\$aZhao, Donglei,$eauthor. =700 1\$aZhang, Jing,$eauthor. =700 1\$aChen, Shiwan,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190142.htm =LDR 03007nab a2200445 i 4500 =001 JTE20190241 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190241$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190241$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aSD11 =082 04$a630$223 =100 1\$aLaleicke, Paul Frederik,$eauthor. =245 10$aEvaluation of Low-Cost Moisture Meters for Wood /$cPaul Frederik Laleicke, David C. Tilotta, Phil H. Mitchell, Matthew Byington. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWood moisture meters are needed for a variety of purposes, including home inspections, assessment of water damage, evaluation of firewood, do-it-yourself (DIY) projects, and many more. With an increasing number of flood events, moisture-induced damage to the built environment will become more common. Monitoring of moisture in wood is one of the most important factors in damage assessment and control and thus, aid and guidance for the selection process of a meter is needed. Resistance and dielectric meters are commonly used to estimate the moisture content of wood products. They have become inexpensive and widely available to the public. This study tested the precision and accuracy of eight low-cost handheld moisture meters and compared them to three industrial-grade moisture meters. A general observation of this study is that moisture meters below 0 generally perform well. Differences in accuracy were found among meters. It was observed that meters come with different features, such as a custom density selector and visual elements to enhance the metering experience. These features were not taken into account for the evaluation, since they are difficult to objectively judge. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aMoisture$xMeasurement$xInstruments. =650 \0$aWood. =700 1\$aTilotta, David C.,$eauthor. =700 1\$aMitchell, Phil H.,$eauthor. =700 1\$aByington, Matthew,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190241.htm =LDR 03471nab a2200469 i 4500 =001 JTE20190539 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190539$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190539$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD549 =082 04$a620.1$223 =100 1\$aWang, Shuying,$eauthor. =245 10$aPermeability Characteristics of Poorly Graded Sand Conditioned with Foam in Different Conditioning States /$cShuying Wang, Qinxin Hu, Haibo Wang, Markus Thewes, Louis Ge, Junsheng Yang, Pengfei Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aInvestigating the permeability characteristics of sand-foam mixtures in different conditioning states is important not only in earth pressure balance (EPB) shield tunneling and standstill but also for posttunneling soil handling. Slump and permeability tests were carried out on poorly graded sand that was conditioned with different foam injection ratios (FIRs) and water contents. According to the slump values and the apparent states of the conditioned sand in the slump tests, the sand conditioning was classified into five cases: insufficient, suitable without any water or foam bleeding, suitable but with water bleeding, excessive with likely foam bleeding, and excessive with water bleeding. With suitable conditioning, the permeability in the conditioned sand generally exhibited three consecutive stages during the tests: the stable stage, fast growth stage and slow growth stage. An increasing FIR and water content enhanced the antipermeability effect (the ability of preventing water from flowing in porous medium), but a considerable increase in water content (≥10 %) weakened the antipermeability effect. Finally, a simplified model was proposed to explain the rheology. The foam significantly reduced the total energy required for the sand particles to flow. In addition, the permeability characteristics of the conditioned sand found in the tests were explained. The low initial permeability coefficient and its duration depended on the ability of the water to penetrate the plugging structures formed by the foam. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aFoamed materials. =700 1\$aHu, Qinxin,$eauthor. =700 1\$aWang, Haibo,$eauthor. =700 1\$aThewes, Markus,$eauthor. =700 1\$aGe, Louis,$eauthor. =700 1\$aYang, Junsheng,$eauthor. =700 1\$aLiu, Pengfei,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190539.htm =LDR 02835nab a2200445 i 4500 =001 JTE20190550 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190550$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190550$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA681 =082 04$a693.544$223 =100 1\$aGong, Jianqing,$eauthor. =245 10$aFoam Concrete Pore Structure Effect on Drying Shrinkage and Frost Resistance /$cJianqing Gong, Wenjie Zhang, Zihao Zhou. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aFoam concrete has two major shortcomings resulting primarily from pore structure: high drying shrinkage and weak frost resistance. This article reports on a study of how various water-cement ratios affect high drying shrinkage and weak frost resistance. Stereomicroscopy, acoustic wave, and nitrogen adsorption methods measured macroporous and microscopic pore structures to analyze drying shrinkage and frost resistance mechanisms. Drying shrinkage was shown to gradually increase as water-cement ratios increased from 0.4 to 0.7. This can be attributed to increased water loss via capillary holes and greater capillary tension. Frost resistance maximized at a water-cement ratio of 0.5. As the water-to-cement ratio increased from 0.4 to 0.5, accessible pores with an average size of 10-50 nm increased. The volume of harmful 50-200-nm pores and pores larger than 200 nm increased. When water-cement ratios increased from 0.5 to 0.7, the number of 0-200-Μm pores decreased sharply, whereas pores larger than 400 Μm increased dramatically. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aCoal mines and mining. =650 \0$aConcrete construction. =650 \0$aFoamed materials. =700 1\$aZhang, Wenjie,$eauthor. =700 1\$aZhou, Zihao,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190550.htm =LDR 03316nab a2200457 i 4500 =001 JTE20190629 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190629$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190629$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.N35 =082 04$a620.192$223 =100 1\$aAmeli, Alireza,$eauthor. =245 10$aPerformance Evaluation of SMA Mixtures Modified by Nanoclay /$cAlireza Ameli, Navid Norouzi, Farhang Jalali, Mohammad Khabooshani, Rezvan Babagoli, Farzin Poorheydari Mamaghani. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (25 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aFatigue cracking and permanent deformation are two major distresses that occur in asphalt pavements. Several studies in that past have indicated that utilization of nanomaterials, especially nanoclays, has a significant influence on enhancing the performance of pavement. Therefore, the aim of the current paper is to evaluate the influence of montmorillonite nanoclay on intermediate and high-temperature performance of an original binder and mixture modified by styrene-butadiene-styrene (SBS). Different percentages of nanoclay were added to the original binder (1, 2, 3 and 4 % by the weight of the binder). The fatigue and rutting behavior of binders were evaluated through linear amplitude sweep and multiple stress creep recovery (MSCR) tests. To investigate the performance of mixtures, several mixture tests were implemented, such as static and dynamic creep, wheel track, and four-point beam fatigue tests. The results of the MSCR test revealed that the addition of nanoclay and polymer improves the rutting resistance of the binder, and among modified binders, binder modified with 4 % nanoclay and 5 % SBS has the lowest Jnr and highest percent recovery value. Based on the mixture performance tests results, by the addition of nanoclay, the fatigue and rutting resistance of mixtures increased up to 3 %, and by the addition of more nanoclay, a decreasing trend was observed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aPolymeric composites. =700 1\$aNorouzi, Navid,$eauthor. =700 1\$aJalali, Farhang,$eauthor. =700 1\$aKhabooshani, Mohammad,$eauthor. =700 1\$aBabagoli, Rezvan,$eauthor. =700 1\$aMamaghani, Farzin Poorheydari,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190629.htm =LDR 03582nab a2200433 i 4500 =001 JTE20190637 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190637$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190637$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1075 =082 04$a531.1134$223 =100 1\$aChimich, Dennis D.,$eauthor. =245 10$aVariability of Friction Measurements Using Three Common Walkway Tribometers /$cDennis D. Chimich, Benjamin S. Elkin, Gunter P. Siegmund. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWalkway tribometers are used to assess the slip resistance of flooring surfaces. To yield valid measurements, the ASTM F2508-16e1, Standard Practice for Validation, Calibration, and Certification of Walkway Tribometers Using Reference Surfaces , standard practice requires an annual calibration to show a tribometer's test results fall within the 95th percentile confidence intervals (CI) of its supplier's validation test results on 4 reference surfaces. Many users, however, report difficulty meeting this requirement. Here we examine the variability within and between multiple calibrations to evaluate the current calibration procedure and assess whether field measurements of a surface can be directly compared to calibration test results. We performed multiple calibrations with three common walkway tribometers on one set of reference surfaces. We then simulated field tests on each reference surface and compared these results to the calibration test results. Overall, all three tribometers ranked and differentiated the reference surfaces in all calibrations; however, none of the calibrations fell within the supplier's CIs for all four surfaces. The between-calibrations variance ranged from 15 % to 90 % of the total variance in the data set, and only 25 % of the "field" test results fell within the 95th percentile CI of our calibration values. Our findings show that the current ASTM F2508 calibration requirement does not adequately account for measurement variability. Moreover, our findings indicate that field measurements should not be compared directly to calibration measurements without factoring in measurement uncertainty. Overall, our results show the need for an improved calibration procedure and more research to establish a valid method for estimating slip risk on field surfaces. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aDynamics. =650 \0$aFriction. =700 1\$aElkin, Benjamin S.,$eauthor. =700 1\$aSiegmund, Gunter P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190637.htm =LDR 03306nab a2200445 i 4500 =001 JTE20190671 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190671$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190671$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1 =082 04$a620.89$223 =100 1\$aQiao, Shifan,$eauthor. =245 12$aA Field Study of Dynamic Compaction in the Construction of a Stone-Filled Embankment /$cShifan Qiao, Ping Xu, Tong Qiu, Xiao Sun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aRoad embankments in the mountainous terrains are typically constructed using locally available stones through dynamic compaction (DC) because of the relatively low cost; however, the filling quality of large stones is difficult to control with limited research and field performance data available. This article presents the results of a field study for estimating the construction parameters including effective improvement depth, number of tampering points, and lateral influence distance for a DC of a stone-filled embankment. The pilot field-testing program consisted of roller compaction and DC. The field test data included tamping settlement and surface uplift after each hammer drop. Static and dynamic soil pressures were measured, and the former was used to correlate with compacted fill density. The field data show a strong correlation between the static soil pressure increment and compacted fill density. Based on this correlation, it was found that (1) in order for each DC point to achieve the target compacted fill density, it was necessary for tampering to be done a total of eight times; (2) the effective improvement depth was approximately 5 m; and (3) the lateral influence distance was approximately 2.5 m and, hence, a horizonal interval of 5 m was determined for the layout of tampering points in the field construction. The good in-service performance of the completed embankment and paved road suggests that the pilot field-testing program was a success in determining the construction parameters. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aSoil stabilization. =650 \0$aVibratory compacting. =700 1\$aXu, Ping,$eauthor. =700 1\$aQiu, Tong,$eauthor. =700 1\$aSun, Xiao,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190671.htm =LDR 03632nab a2200505 i 4500 =001 JTE20190674 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190674$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190674$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT385 =082 04$a006.693$223 =100 1\$aBesbes, Feten,$eauthor. =245 12$aA Novel 3-D-CAD for Breast and Lesion Segmentation of Axial Breast DCE-MRI /$cFeten Besbes, Norhène Gargouri, Alima Damak, Wiem Feki, Dorra Sellami, Héla Fourati, Zineb Mnif, Hatem Besbes. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe present paper proposes a fully automated three-dimensional (3-D) system for breast and lesion segmentation of Dynamic Contrast Enhanced MRI (DCE-MRI). Such a system as the Computer-Aided Diagnostic system (CAD) can be used to support radiologists by marking suspicious areas. The proposed 3-D-CAD system includes three modules. The first one concerns breast area segmentation based on image content analysis, the Moore-Neighbor tracing algorithm, and the Dijkstra algorithm. The second one concerns the automation of locating and selecting lesions that starts by preprocessing the already segmented breast regions; then, a K-means algorithm allows extraction of regions including suspicious tissues. The third one is the superimposition of all detected lesions from selected slices to create a 3-D view of the lesion. The 3-D reconstruction is based on the Marching Cube algorithm. The validation of breast area segmentation reveals the robustness of the proposed process versus different breast densities, complex forms, and challenging cases. The segmentation of the breast part from 120 slices with the proposed method is achieved in 20.57±5.2 s, which is faster than existing methods. In addition to calculated metrics as Dice similarity coefficient (DSC) and rates of true positives, the module of lesion extraction is validated by experimented radiologists. The proposed workflow of this module shows competitive results compared to the existing methods of automated lesion segmentation and a total ability for eliminating the extra regions to lesions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aComputer-aided design. =650 \0$aEngineering. =650 \0$aThree-dimensional display systems. =700 1\$aGargouri, Norhène,$eauthor. =700 1\$aDamak, Alima,$eauthor. =700 1\$aFeki, Wiem,$eauthor. =700 1\$aSellami, Dorra,$eauthor. =700 1\$aFourati, Héla,$eauthor. =700 1\$aMnif, Zineb,$eauthor. =700 1\$aBesbes, Hatem,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190674.htm =LDR 03121nab a2200445 i 4500 =001 JTE20190694 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190694$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190694$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a666.893$223 =100 1\$aEl-Khayatt, A. M.,$eauthor. =245 10$aImprovement of Shielding Properties of Cement Paste by Slag Addition from Local Steel Industry /$cA. M. El-Khayatt, M. A. Al-Rajhi, A. T. Hassan, Hajo Idriss. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe effect of iron slag powder (ISP) obtained from the local steel industry as an effective addition to improve the radiation shielding ability of cement paste was evaluated. Ten cement pastes with different ISP-to-cement ratios, up to 90 % by mass of cement, were prepared. In addition, the compressive strength of the cement paste as a function of slag content was investigated. The γ-ray attenuation measurements were performed by a NaI (Tl) detector at 59.54, 511, 662, 1,173.2 and 1,332.5 keV. The computation of γ-ray attenuation parameters was obtained by the WinXCom program. Both measured and calculated shielding results are in good agreement. The results demonstrate that the addition of slag significantly alters the cement paste density, γ-ray attenuation coefficient, effective atomic number ( Zeff ), effective electron density ( Neff ), and kerma coefficients ( k ). Moreover, the neutron shielding of cement paste has been evaluated in terms of the macroscopic removal cross section of the fast neutron (ΣR). In conclusion, it is argued that the incorporation of slag results in a significant improvement in γ-ray shielding ability. In addition, the results showed that the best ISP addition proportion that leads to the best shielding properties is about 60 % (by mass of cement). =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aConcrete. =650 \0$aPortland cement. =700 1\$aAl-Rajhi, M. A.,$eauthor. =700 1\$aHassan, A. T.,$eauthor. =700 1\$aIdriss, Hajo,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190694.htm =LDR 03097nab a2200433 i 4500 =001 JTE20190727 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190727$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190727$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1071 =082 04$a621.822$223 =100 1\$aBhardwaj, V.,$eauthor. =245 10$aExperimental Evaluation of Ball Bearing Performance Using Nanoflake-Blended Greases /$cV. Bhardwaj, R. K. Pandey, V. K. Agarwal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (22 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aBall bearings encounter grease being pushed aside from the concentrated contact of their rolling elements and races due to the continuous motion of balls. This yields lubricant starvation at the contacts inside the bearings. In this situation, the tribological and vibration performances of ball bearings deteriorate. Therefore, improving the performance behaviors of ball bearings despite starvation is a vital research task. Thus, the objective of this paper was set to explore improving the performance behaviors of a ball bearing employing nanoflake (molybdenum disulfide (MoS 2 ), tungsten disulfide, and hexagonal boron nitride)-blended greases. This paper reports the comparisons of frictional torque, temperature rise, and vibrations of test bearings lubricated with fresh and nanoflake-blended greases. The surfaces of races were examined after the experiments using scanning electron microscopy (SEM) and energy-dispersive X-ray spectroscopy (EDX). The surface topographies of races and balls were captured using a 3-D profilometer for comparison. The blended greases yielded significant reductions of 17-33, 16-23, and 8-64 % in frictional torque, temperature rise, and vibration, respectively. Surface analyses of races also revealed better tribofilm formation in the presence of MoS 2 in grease compared with the other cases. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aBearings (Machinery) =650 \0$aBall-bearings. =700 1\$aPandey, R. K.,$eauthor. =700 1\$aAgarwal, V. K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190727.htm =LDR 03363nab a2200433 i 4500 =001 JTE20190728 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190728$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190728$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.P6 =082 04$a624.1821$223 =100 1\$aKolasangiani, K.,$eauthor. =245 10$aRatcheting Examination of 1045 Notched Steel Plates under Low-High and High-Low Sequences /$cK. Kolasangiani, M. Shariati, A. Varvani-Farahani. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe present study examines the ratcheting response of 1045 notched steel plates undergoing uniaxial step-loading cycles. Loading steps were applied with different Low-High and High-Low sequences. Ratcheting tests were conducted on notched samples, and average local strains were measured with the use of strain gauges mounted in the vicinity of notch roots. Measured ratcheting strains near notch roots were found as high as 10 times those of tests conducted on unnotched samples. The magnitude of applied cyclic load as well as notch diameter influenced local ratcheting strain at the vicinity of the notch root. The lower nominal load level over the first step in the Low-High sequence substantially promoted ratcheting magnitude over subsequent loading steps with higher load magnitudes. In the High-Low loading sequence, the previous load step with higher magnitude retarded the local accumulated plastic strain of the subsequent step with a lower load level. The plastic zone at the notch root was affected over the loading steps. Microhardness tests were conducted at several positions within a small area of 1.5 by 4 mm near the notch root to map the plastic zone and its progress after each loading step. Microhardness data collected at the notch region verified an enlarged plastic zone over the Low-High loading sequence, while the plastic zone for the High-Low loading sequence was estimated about 50 % smaller in size. Cracking at the notch root and fracture surface taken within the plastic zone were examined through optical and scanning electron microscopies. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aPlates (Engineering) =650 \0$aPlates, Iron and steel. =700 1\$aShariati, M.,$eauthor. =700 1\$aVarvani-Farahani, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190728.htm =LDR 02947nab a2200421 i 4500 =001 JTE20190737 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190737$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190737$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.112$223 =100 1\$aPereira, Paulo,$eauthor. =245 10$aExperimental Study of the Acoustoelastic Effect on Woven Carbon/Epoxy Composites /$cPaulo Pereira, Dario Almeida Jané, Antônio Carlos Ancelotti. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe acoustoelastic effect relates the variation of the velocity of a wave propagating in an elastic body with the variation of stress in the same body. Using the acoustoelastic effect, the state of stress of a mechanical component can be evaluated nondestructively by measuring variations of ultrasonic wave velocity. In practical terms, the relation between wave velocity and stress is determined by a constant commonly referred to as acoustoelastic constant. The aim of this work is to experimentally determine the acoustoelastic constant of a woven carbon/epoxy laminate. In tensile tests, predetermined load values were applied to the samples at the same time the time-of-flight (TOF) variation of the ultrasonic wave traveling in the sample was measured. In the experiments, the ultrasonic wave traveled along one of the main fiber directions of the sample and the load was applied in the same direction. The value of the acoustoelastic constant obtained for the laminate was -0.37 ns/MPa with standard deviation of 0.07 ns/MPa. Knowing the acoustoelastic constant of a material, it allows evaluation of the state of stress of the material in question using ultrasonic waves. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aCarbon composites. =700 1\$aJané, Dario Almeida,$eauthor. =700 1\$aAncelotti, Antônio Carlos,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190737.htm =LDR 03874nab a2200445 i 4500 =001 JTE20190765 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190765$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190765$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a620.13692$223 =100 1\$aMontanari, Luca,$eauthor. =245 10$aInfluence of Loading Pressure and Sample Preparation on Ionic Concentration and Resistivity of Pore Solution Expressed from Concrete Samples /$cLuca Montanari, Jussara Tanesi, Haejin Kim, Ahmad Ardani. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (24 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPore solution expression is an established method to obtain samples of the liquid phase from cementitious systems. This experimental method applies pressure to a cementitious sample, forcing its liquid phase out of the pores. By collecting and studying the liquid phase in cementitious systems, it is possible to obtain information on its ionic concentrations. The ionic concentrations can be used for modeling calibrations and to estimate the resistivity of the pore solution. When the bulk resistivity of concrete is normalized by the pore solution resistivity, it is possible to determine the formation factor. The formation factor is related to the transport properties of the concrete and, as such, it can be used to estimate the rates of transport of ionic species within a concrete structure. The formation factor is currently being included in AASHTO PP84, Standard Practice for Developing Performance Engineered Concrete Pavement Mixtures , as an indicator of transport properties for quality control operations. Pore solution expression is included as one of the available procedures of AASHTO PP84-19 to determine the pore solution electrical resistivity. Previous studies on paste and mortar samples have demonstrated that increased loading pressure during the pore solution expression might impact the final ionic concentrations of the expressed solution. This study aims to verify if the pore solutions of concrete specimens are also influenced by the selected loading pressure and whether the potential consequent change in the measured ionic concentrations of the solution also has an impact on its resistivity. No appreciable trend in increased solubility was observed for the range of applied normal pressures between 600 and 985 MPa. Cyclic loading regimes increased the variability of alkali solubility. Sample preparation, in some cases, influenced the water content of the sample and induced unwanted alteration on the ionic concentrations of the mixtures under study. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aConcrete bridges. =650 \0$aConcrete$xPermeability$xTesting. =700 1\$aTanesi, Jussara,$eauthor. =700 1\$aKim, Haejin,$eauthor. =700 1\$aArdani, Ahmad,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190765.htm =LDR 02918nab a2200433 i 4500 =001 JTE20190766 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190766$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190766$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.E4 =082 04$a668.423$223 =100 1\$aGaaliche, Nesrine,$eauthor. =245 10$aEffect of Defect Size and Load on the Performance of Thermoplastic Bearings /$cNesrine Gaaliche, Subramanian Chithambaram, Raouf Fathallah. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (23 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe dynamic performance of thermoplastic bearing with respect to defect size, location, applied load, and speed was investigated in this article. A fatigue test rig was developed in house to test the thermoplastic bearing. The vibration signals are measured continuously using a piezoelectric accelerometer to investigate the influence of the size and location of the defects of both polypropylene (PP) and polyoxymethylene (POM) bearings. Vibration signatures of metallic bearings are investigated and compared with thermoplastic bearings. Test results reveal that POM bearings exhibit less vibration amplitude compared to that of PP and metal. Peak vibration amplitudes of shaft harmonics and Fast Fourier Transform increase with respect to the load levels and are more pronounced in inner race defects compared to outer race defects and are found to increase with the increase in defect size. A statistical indicator kurtosis shows the sensitivity to bearing damage by analyzing the vibration signals of the thermoplastic ball bearing. Thermoplastic bearing failure under high loads reveals wear and smearing as the important failure modes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aPolymers. =650 \0$aThermoplastics. =700 1\$aChithambaram, Subramanian,$eauthor. =700 1\$aFathallah, Raouf,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190766.htm =LDR 02847nab a2200445 i 4500 =001 JTE20190778 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190778$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190778$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP1180.P68 =082 04$a668.4234$223 =100 1\$aEidan, Javad,$eauthor. =245 10$aEffect of Polypropylene Short Fibers on Energy Absorption Capacity and Durability of Concrete /$cJavad Eidan, Iraj Rasoolan, Davood Poorveis, Abbas Rezaeian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article presents an experiment-based study on the effect of low contents (1-2 kg/m 3 ) of polypropylene short fibers of 6 and 12-mm length on energy absorption capacity and durability of concrete. The area under the stress-strain curve up to strain at maximum load and the water permeability obtained from stress-strain curves and the water penetration test, respectively, were considered to represent energy absorption capacity and durability of concrete, respectively. The results revealed that the addition of both 6 and 12-mm fibers enhances the behavior of concrete significantly. The mixes containing 2 kg/m 3 polypropylene fibers showed the best performance. It was also concluded that 6-mm fibers have a better effect on energy absorption (an increase of 69 %) over 12-mm fibers, which showed a better effect on water permeability (a decrease of 53 %). Scanning electron microscope analysis was used to determine the failure mode of fibers and also verify well distribution of fibers in concrete. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aPolypropylene. =650 \0$aReinforced plastics. =700 1\$aRasoolan, Iraj,$eauthor. =700 1\$aPoorveis, Davood,$eauthor. =700 1\$aRezaeian, Abbas,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190778.htm =LDR 02884nab a2200409 i 4500 =001 JTE20190782 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190782$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190782$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA444 =082 04$a690$223 =100 1\$aJuhász, Károly Péter,$eauthor. =245 12$aA Proposed Evaluation Method for Three-Point Beam Tests of Fiber-Reinforced Concrete /$cKároly Péter Juhász. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe characteristic values of the material parameters used for structural design are usually determined from the mean and standard deviation of the material test results, and the design values are calculated from the characteristic values using the appropriate safety factor. However, if the standard deviation of the test data is high, the characteristic value is expected to be significantly lower than the mean value. In the case of fiber-reinforced concrete (FRC), the coefficient of variation is usually high, which can be attributed to the relatively small size of the specimen and the random location of the fibers. To overcome this limitation, this paper proposes a method that takes into account the number and location of the fibers when estimating the postcrack performance for a cracked cross section in a three-point notched bending beam tests. Test results of steel- and macrosynthetic FRC were evaluated using both the RILEM recommendations and the proposed method and are finally compared. Although the proposed method is more complex and the evaluation requires more effort than the existing method, it provides more repeatable material parameters, which exhibited a higher characteristic result. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aBuilding materials. =650 \0$aReinforced concrete. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190782.htm =LDR 03281nab a2200457 i 4500 =001 JTE20190792 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190792$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190792$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7871.85 =082 04$a537.6221$223 =100 1\$aXu, Wei,$eauthor. =245 10$aOptimization of Pig Positioning Method Based on Uniaxial Magnetoresistive Sensor /$cWei Xu, Minghui Wei, Dandan Zhao, Peng Zhang, Zhongxiang Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aUniaxial magnetoresistive sensors based on the HMC1001 can realize acquisition, processing, and display of magnetic signals, with measurement error controlled to within 1 %, basically satisfying application requirements for positioning of the pig labeled with magnets. Given that the HMC1001 sensor has only one sensitive axis, to ensure real-time detection of the maximum magnetic fluctuation when the pig passes, according to the one-dimensional coordinate classical positioning method for uniaxial magnetic sensors, the horizontal east-west direction pipeline is first modeled, and the magnetic fluctuations in the horizontal and vertical directions are calculated. The results show that fluctuations in the vertical direction were slightly larger than those in the horizontal. For other angles between horizontal and vertical, the angle variable is introduced, and the comparison reveals that the magnetic fluctuation curve smoothly transitions from horizontal to vertical. The optimal detection attitude of the pipeline in any direction is then simulated by using the same method, revealing that the vertical magnetic value is the largest. Finally, related equivalent experiments are conducted, and the experimental curves are basically consistent with the simulations. Therefore, it can be concluded that the HMC1001 sensor should be installed perpendicular to the pipeline for optimal detection when positioning the pig. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aMaterials science. =650 \0$aPhysical measurements. =700 1\$aWei, Minghui,$eauthor. =700 1\$aZhao, Dandan,$eauthor. =700 1\$aZhang, Peng,$eauthor. =700 1\$aLiu, Zhongxiang,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190792.htm =LDR 03361nab a2200481 i 4500 =001 JTE20190800 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190800$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190800$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA410 =082 04$a620.11$223 =100 1\$aAn, Guoqing,$eauthor. =245 10$aDegradation State Identification Method for Piezoelectric Ceramic of Ultrasonic Motor Based on Segmented Fractal Dimension and Sparse Representation /$cGuoqing An, Rui Li, Kaiyao Song, Huiqin Sun, Zhihong Xue, Zheng Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCrack on piezoelectric ceramic is the main reason leading to the degradation of ultrasonic motors. Monitor electrode voltage generated by the positive piezoelectric effect is usually used to monitor the vibration of stator. However, the complexity of monitor electrode voltage signal changes slightly until failure state because of the bonding layer between piezoelectric ceramic and metal elastomer, and it brings difficulties for the degradation state identification. In order to improve the accuracy rate, a method based on segmented fractal dimension and sparse representation was presented in this article. Firstly, segmented fractal dimension was proposed to extract the complexity information of local signal, and the ones of standard samples were taken as the atoms to construct a dictionary. Then, sparse representation of the test sample was calculated according to the constructed dictionary, and the specific steps for the solution were also detailed. Lastly, the test sample's deviation vectors corresponding to different degradation states were obtained, and the modulus of the vectors were employed to identify the degradation state. The experimental results show that this method is feasible and effective for the degradation state identification of piezoelectric ceramic. It is meaningful for the condition-based maintenance of ultrasonic motors. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aManufacturing industries. =650 \0$aMechanics, Applied. =650 \0$aPiezoelectric ceramics. =700 1\$aLi, Rui,$eauthor. =700 1\$aSong, Kaiyao,$eauthor. =700 1\$aSun, Huiqin,$eauthor. =700 1\$aXue, Zhihong,$eauthor. =700 1\$aLi, Zheng,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190800.htm =LDR 02917nab a2200421 i 4500 =001 JTE20190815 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190815$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190815$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC692 =082 04$a616.12$223 =100 1\$aLafi, Sana,$eauthor. =245 13$aAn Efficient Method for Macrophage Cells Detection in Atherosclerotic Plaques /$cSana Lafi, Ali Khalfallah, Med Salim Bouhlel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAtherosclerosis is a chronic inflammatory disease primarily caused by lipid and bad cholesterol deposits in the arterial wall. These accumulations lead to the formation of monocyte cells, whose multiplication in the arterial wall and transformation to macrophages initiate the cholesterol plaque-formation process. The massive accumulation of cholesterol in these macrophages promote the plaques progression. Because of its ranking as the major cause of cardiovascular deaths, an early detection of such a disease is imposed. In this context, a novel algorithm is advanced, whereby, atherosclerotic lesions imaged by fluorescence microscopy can be effectively detected. The newly designed method involves an image preprocessing step, a segmentation step, along with a merging step combining the entirety of obtained segments. The reached results are further refined for the purpose of reducing over and under segmentation as well as eliminating the misclassified and unconnected pixels. Once achieved, the final segmentation associated quality is evaluated. Actually, the attained experimental results prove the efficiency of our proposed method in terms of precision, recall, and f-score. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aAtherosclerosis$xEtiology. =700 1\$aKhalfallah, Ali,$eauthor. =700 1\$aBouhlel, Med Salim,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190815.htm =LDR 02817nab a2200409 i 4500 =001 JTE20190833 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190833$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190833$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1077 =082 04$a621.89$223 =100 1\$aLi, Xiangqian,$eauthor. =245 10$aExperimental Study of Sealing Performance Test Methods and Sealing Mechanism of Shield Tail Sealing Grease /$cXiangqian Li, Yuyou Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThroughout this research, five different types of sealing grease samples were collected from the construction sites of shield tunnels and tested with the current sealing test methods. For the purpose of assessing the sealing performance more accurately, a new test method was proposed based on the test results. Through this test method, the maximum diameter of pores (MDPs) that can be blocked by sealing grease was considered as the indicator of sealing performance. Furthermore, it was found that sealing grease basically seals the micropores by forming a sealing layer. If the sizes of the micropores exceeded the MDP, the sealing grease was observed to be leaking until the seal barrier was penetrated by pressure. The MDP is not affected by pressure or time. Through the microscopic images, it was observed that the thickness of the sealing layer increased with the sizes of the micropores. The new test method was used to test the samples of prepared sealing grease with varied fiber contents and it was found that sealing performance improved with increase in fiber content while simultaneously filtration decreased. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aLubrication and lubricants. =700 1\$aYang, Yuyou,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190833.htm =LDR 03519nab a2200445 i 4500 =001 JTE20190856 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190856$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190856$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8$223 =100 1\$aLi, Jin,$eauthor. =245 10$aCharacterizing Compatibility of Crumb Rubber Modified Asphalt by Customized Drainage Method /$cJin Li, Jiayu Wang, Feipeng Xiao, Serji N. Amirkhanian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe poor compatibility between crumb rubber (CR) and asphalt matrix always brought difficulties to the engineering application of CR modified (CRM) asphalt. The compatibility in CRM asphalt was universally characterized by storage stability test at a macroscale. Actually, the term "compatibility" was introduced to describe the "level of interaction" between the asphalt and polymers in polymer modified asphalt. Therefore, in this study, the compatibility in CRM asphalt (i.e., the level of asphalt-rubber interaction) was newly characterized by removing the CR particles in the CRM binder through a customized drainage process and quantifying the difference between drained asphalt and base asphalt. In practical terms, the changes in the rheological properties and chemical composition of binder relative to base asphalt were measured by dynamic shear rheometer and gel permeation chromatography, respectively. Based on this novel characterization, it was found that smaller CR particles tended to possess greater compatibility with asphalt, and the asphalt with a higher percentage of light fractions was expected to be more compatible with CR particles. On the other hand, the result of the conventional hot tube test found the storage stability mainly depended on the size and content of CR particles. Furthermore, a strong statistical correlation between the novel characterizations (i.e., changes in rheology and chemistry of binder) and the common characterization (i.e., storage stability) was found, and its essential cause was discussed. Therefore, this novel characterization could provide another reliable and simple way to evaluate the compatibility in CRM asphalt. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aAsphalt-rubber$xTesting. =650 \0$aPavements, Asphalt$xTesting. =700 1\$aWang, Jiayu,$eauthor. =700 1\$aXiao, Feipeng,$eauthor. =700 1\$aAmirkhanian, Serji N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190856.htm =LDR 02960nab a2200433 i 4500 =001 JTE20190876 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190876$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190876$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7882.M4 =082 04$a621.38928$223 =100 1\$aPaulter Jr., Nicholas G.,$eauthor. =245 10$aTest Objects for the Accurate and Reproducible Evaluation of the Threat Detection Performance of Walk-Through Metal Detectors /$cNicholas G. Paulter Jr., John A. Ely, Dwight Barry. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWalk-through metal detectors (WTMDs) are the mainstay for screening people for the presence of metal threat or contraband objects at security checkpoints. Although nonmetallic threats are a concern, most threats encountered in practice are metal or comprise metal components. To ensure that a WTMD will detect a given threat requires testing for that threat. However, the variety of geometries and construction of metal threats that a WTMD is expected to detect is immense, ranging from handguns to disposable razor blades and items constructed of ferromagnetic metals, nonferromagnetic metals, or both. It is unrealistic to test for all of these potential threat items. Instead, the WTMD is tested using test objects that represent classes of threats. These representative test objects must be designed so that the operator of the WTMD has confidence that the WTMD will detect the actual threat objects. The purpose of this paper is to examine the usefulness of currently used WTMD test objects to accurately and reproducibly provide an indication of WTMD detection performance and suggest new designs as appropriate. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aLaw enforcement$xEquipment and supplies. =650 \0$aMetal detectors. =700 1\$aEly, John A.,$eauthor. =700 1\$aBarry, Dwight,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190876.htm =LDR 03255nab a2200469 i 4500 =001 JTE20190877 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190877$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190877$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.135$223 =100 1\$aGao, Shuling,$eauthor. =245 10$aFatigue Fracture Investigation of Engineered Cementitious Composites /$cShuling Gao, Lin Qi, Wenchang Wang, Guanhua Hu, Hongfei Shi, Abdullah Alhaj. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe fracture failure and crack propagation of engineered cementitious composites (ECC) are analyzed based on extended finite element method (XFEM) simulation and experiment. Three-point bending notched beam under static and fatigue load is employed in this research. As a result, the peak loads in the experiment were consistent with simulation results, while the simulated crack mouth opening displacement (CMOD) values corresponding to the peak loads were generally smaller than the experimental results. In addition, it was observed that a single crack's propagation occurred along the initial notch in numerical simulation rather than multiple cracks' propagation. Though the cycle times of fatigue load were short in the simulation of fatigue fracture under low-stress level and high cycle frequency, the loading cycle frequency had a negligible influence on simulation. However, the higher the stress level was, the greater the effect of the loading cycle frequency on the simulation results. A higher loading frequency will reduce the model's load carrying capacity. The results showed that the XFEM can simulate the crack propagation behavior and get the strain hardening vertical load-CMOD curve of ECC to a certain extent. XFEM provides a convenient way to solve complex practical engineering problems of ECC with the strain hardening property. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aCement composites. =650 \0$aFibrous composites. =700 1\$aQi, Lin,$eauthor. =700 1\$aWang, Wenchang,$eauthor. =700 1\$aHu, Guanhua,$eauthor. =700 1\$aShi, Hongfei,$eauthor. =700 1\$aAlhaj, Abdullah,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190877.htm =LDR 03238nab a2200457 i 4500 =001 JTE20190881 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190881$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190881$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT45 =082 04$a622.334$223 =100 1\$aZhao, Hongbao,$eauthor. =245 10$aRegional Characteristics of Deformation and Failure of Coal and Rock under Local Loading /$cHongbao Zhao, Tao Wang, Jinyu Li, Yihong Liu, Boyi Su. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe deformation regional characteristics and fractal characteristics of crack propagation in raw coal and briquette coal under local loading were studied. The results show that the stress-strain curves of the two samples under local loading have typical stage characteristics, the deformation of the raw coal samples in the compaction stage is greater than that of the briquette coal samples, and the peak strength of the two samples increases linearly with the increase of the loading area. With the increase of loading time, the strain of the nonloading zone shows a slow growth stage and a strain stable stage. The farther away from the loading area, the smaller the strain and the strain rate are. Under local loading, the relation of the fractal dimension of the raw coal surface and strain can be described as a cubic function, while the relation can be expressed by a quadratic function for the briquette sample, and the relation of the fractal dimension and loading area of the raw coal and briquette both can be described as a quadratic function. Under uniaxial compression, the briquette coal mainly undergoes tensile failure, and the raw coal mainly undergoes x -type shear failure. Under local loading, the raw coal and briquette coal microcracks started propagation from the easy fracture zone, and the main control crack is located in the interface between the loading zone and the nonloading zone. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aCoal mines and mining. =650 \0$aCoal. =700 1\$aWang, Tao,$eauthor. =700 1\$aLi, Jinyu,$eauthor. =700 1\$aLiu, Yihong,$eauthor. =700 1\$aSu, Boyi,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190881.htm =LDR 02888nab a2200421 i 4500 =001 JTE20190887 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190887$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190887$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN967 =082 04$a553.516$223 =100 1\$aYao, Huayan,$eauthor. =245 10$aStudy on the Influence of Different Aqueous Solutions on the Mechanical Properties and Microstructure of Limestone /$cHuayan Yao, Denghui Ma, Jun Xiong. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aUniaxial and triaxial compression tests were carried out on limestone samples immersed in distilled water and pH=2 solution for 80 days to investigate the influences of aqueous solutions on the mechanical properties of limestone. Scanning electron microscopy and image recognition techniques were employed to analyze the morphology of limestone before and after immersion in aqueous solutions. The test results show that the peak stress and elastic modulus of the limestone specimens were reduced while the Poisson's ratios were increased after 80 days of soaking. A series of chemical reactions take place between water and rock samples during the process of soaking. Energy-dispersive spectrometer analysis results showed that the content of calcium in the surface of the sample decreases after soaking, while the contents of aluminum, magnesium, and silicon are increased. From the image analysis results, it is demonstrated that the number and area of microscopic pores of the sample after immersion increased. The physical-chemical actions between the aqueous solutions and the samples lead to the deterioration of the mechanical properties of the rock. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aLimestone. =700 1\$aMa, Denghui,$eauthor. =700 1\$aXiong, Jun,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190887.htm =LDR 03086nab a2200421 i 4500 =001 JTE20190903 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190903$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190903$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK1087 =082 04$a621.31244$223 =100 1\$aVinoth, K.,$eauthor. =245 10$aPV Module Integrated Dual Boost Three-Port dc-dc Converter-Fed T-Type Multilevel Inverter for Shunt Active Power Filters /$cK. Vinoth, M. Ramesh Babu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe emerging number of nonlinear loads has given elevated interest in developing shunt active power filters (SHAPF) to eliminate the grid issues resulting from the current distortions. This paper proposes an improved photovoltaic (PV) module integrated dual boost high step-up three-port isolated direct current (dc)-dc converter to deliver high output voltage for the low-voltage input. A three-phase three-level (3P3L) T-type inverter is operated as a SHAPF to eliminate the current harmonics. The T-type 3P3L multilevel inverter (MLI) incorporated with the proposed system reduces the number of switches and gate driver circuits compared with widely used MLI. The proposed system generates the compensation current to eliminate the current harmonics in the three-phase distribution network by means of the SHAPF dc-link voltage control. A dc-space vector control scheme is incorporated to generate the firing pulses for the MLI. A comparative evaluation of the latest MLIs reveals that the proposed topology requires a lower quantity of dc sources and power semiconductor switches. In order to validate the operation of the proposed topology, the simulation and experimental consequences of a 3P3L PV-integrated dual boost three-port (DBTP) dc-dc converter-fed T-type MLI-based SHAPF controlled by the DBTP dc-dc converter are presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aPhotovoltaic power systems. =650 \0$aSolar energy. =700 1\$aRamesh Babu, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190903.htm =LDR 02980nab a2200445 i 4500 =001 JTE20190910 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190910$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190910$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE223 =082 04$a625.733028$223 =100 1\$aWu, Kai,$eauthor. =245 10$aDiscrete Element Modeling of Vibration Compaction Effect of the Vibratory Roller in Roundtrips on Gravels /$cKai Wu, Weichen Sun, Songyu Liu, Haibo Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis paper aims to study the vibration compaction mechanism of the vibratory roller on gravels using a two-dimensional discrete element method. The roadbed model was established by gravel particles with irregular shapes, which was closer to reality. The performance parameters of the vibratory roller, such as operating frequency and rolling velocity, were investigated to explore their influences on the operating efficiency of the vibratory roller in roundtrips. The frequencies of 15 Hz and 17 Hz were proved to be the optimal frequency and resonance frequency in the current simulations, respectively. The vibratory roller could achieve a better vibration compaction effect with less power consumption at the optimal frequency. In addition, the number of roundtrips and power consumption should be considered in the selection of the optimal rolling velocity. The movement direction and the contact force distribution of gravels were illustrated by the displacement field, velocity field, as well as the contact force chains. Our results provide a better understanding of the mechanical behavior of gravel particles and their interactions with the vibratory roller. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aConstruction industry. =650 \0$aRoad rollers. =700 1\$aSun, Weichen,$eauthor. =700 1\$aLiu, Songyu,$eauthor. =700 1\$aHuang, Haibo,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190910.htm =LDR 02970nab a2200457 i 4500 =001 JTE20190924 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190924$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190924$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.38 =082 04$a620.1126$223 =100 1\$aBall, D. L.,$eauthor. =245 10$aAnalytical and Experimental Investigation of Elastic-Plastic Strain Distributions at 2-D Notches /$cD. L. Ball, M. Martinez, A. Baldassarre, D. M. Dubowski, S. S. Carlson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aBoth elastic and elastic-plastic stress-strain response were studied for a series of part-circular and V-shaped notches in flat specimens. Both the peak strain at the notch root and the strain distribution along the notch bisector were studied. These quantities were determined analytically using detailed finite element analysis (FEA), and it was shown that significant differences can arise between detailed FEA results and two of the commonly used approximations for the peak notch strain response: Neuber's rule and Glinka's equivalent strain energy density theorem. These differences can become significant for notches with low acuity. The strain response for these configurations was also studied experimentally using two measurement techniques: optical fibers and surface differential displacement mapping. Agreement was shown between computed response strains and measured strains for some of the eight notch configurations and two aerospace alloys studied, while for others, experimental difficulties prevented agreement. These difficulties are described in detail. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aResidents (Medicine) =650 \0$aMaterials$xFatigue. =700 1\$aMartinez, M.,$eauthor. =700 1\$aBaldassarre, A.,$eauthor. =700 1\$aDubowski, D. M.,$eauthor. =700 1\$aCarlson, S. S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190924.htm =LDR 03525nab a2200421 i 4500 =001 JTE20190944 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190944$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190944$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1077 =082 04$a500$223 =100 1\$aHenderson, Kenneth O.,$eauthor. =245 10$aAutomatically Assessing Low-Temperature Low-Shear Viscometric Response of Engine Lubricants with Decreasing Temperature /$cKenneth O. Henderson, Joseph T. Mastropierro. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSuccessful low-temperature operation of engines depends on the lubricant being able to flow to the oil pump. ASTM D5133, Standard Test Method for Low Temperature, Low Shear Rate, Viscosity/Temperature Dependence of Lubricating Oils Using a Temperature-Scanning Technique , is one of two tests the industry uses to assess whether the engine's oil pump will be able to lift the lubricant from the sump at low temperatures. This test method requires several distinct steps to accomplish the required thermal conditioning. Accomplishing these steps in a consistent manner is necessary to minimize the variation in test results. Currently, ASTM D5133 has a repeatability of 16 % and a reproducibility of 29 %. This study demonstrates that automating the thermal conditioning steps yields better precision. Based on the samples tested, the automated procedure reduced the variability in test results by approximately 50 %. The data obtained show that the automated method provides a clearer distinction between lubricants whose flow properties were above the specification limit while having little impact on those at or below the specification limits. As a part of this study, the impact of small changes in shear rate was evaluated using the automatic procedure. Poor flow of lubricants at low temperatures can be due to the presence of wax crystals. ASTM D5133 uses a cylindrical rotor with a narrow gap between it and the stator, thus limiting crystal size. A portion of this study evaluates the impact of replacing the cylindrical rotor with a vane rotor. These measurements indicated that a vane rotor yields a stronger response for those samples with a test value greater than the specification limit but not those at or less than the limit. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aChemistry, Inorganic. =650 \0$aLubrication and lubricants. =700 1\$aMastropierro, Joseph T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20190944.htm =LDR 03172nab a2200433 i 4500 =001 JTE20200005 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200005$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200005$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK1010 =082 04$a621.3743$223 =100 1\$aJamuna, P.,$eauthor. =245 10$aPerformance Validation of PV System Incorporated ZSI-Dynamic Voltage Restorer for Long-Lasting Power Quality Improvement /$cP. Jamuna, G. Ramani, K. P. Suresh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA power distribution system's main challenge is to provide consistent, reliable electricity to fulfill high demand. The incorporation of renewable energy sources into the utility grid system can be accomplished. However, renewable sources are intermittent in nature, and the loads work dynamically and cause imbalances to the system voltage within an immediate time frame. Intermittent renewable sources affect the voltage of the power grid system. Photovoltaic (PV) power generation with Z-source inverter (ZSI)-based dynamic voltage restorer (DVR) is used to avoid negative effects on the voltage. For step-up low direct current (dc) voltage to require alternating current voltage for the compensation of the voltage disturbance, ZSI with an energy storage impedance network is used. dc-dc converters connect the PV cell and the battery storage to the impedance source network. This article also incorporates an improved second-order generalized integrator (I-SOGI) control system for the generation of reference voltage signals. The I-SOGI control reference voltage generation approach greatly improves system performance and decreases the harmonic voltage. The voltage-related problems in the system connected to the utility grid are mitigated with DVR. In different load and source conditions, the PV generation with DVR performance is verified by the experimental prototype. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aElectric power failures. =650 \0$aVoltage regulators. =700 1\$aRamani, G.,$eauthor. =700 1\$aSuresh, K. P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200005.htm =LDR 02810nab a2200421 i 4500 =001 JTE20200020 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200020$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200020$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN695 =082 04$a671.37$223 =100 1\$aErcetin, Ali,$eauthor. =245 10$aInvestigation of Mechanical Properties of Mg5Sn-xZn Alloys Produced through New Method in Powder Metallurgy /$cAli Ercetin, Özgür Özgün, Kubilay Aslantas. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this study, the effect of zinc addition on the microstructure and mechanical properties of magnesium five-tin (Mg5Sn) alloys was investigated. The powder metallurgy (P/M) method was used for the production of Mg5Sn-xZn (x=0, 1, 2, 3, 4, and 5 weight percent) alloy after magnesium powders were coated with paraffin. The paraffin coating method was used for the first time in this study in order to prevent the contact of magnesium with oxygen. The experimental results showed that coating magnesium powders with paraffin prevents contact with oxygen. Therefore, Mg5Sn-xZn alloys were produced by P/M technique successfully. The intermetallic phases in the hot-pressed Mg5Sn-xZn alloys were magnesium-two-tin (Mg 2 Sn) and magnesium-zinc (MgZn) phases. These phases were uniformly distributed at the grain boundaries. Mechanical properties increased with increasing zinc ratios because of the grain refiner effect of zinc. It is concluded that the MgZn phase was obtained only from the Mg5Sn5Zn alloy, which has the highest mechanical properties. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aPowder metallurgy. =700 1\$aÖzgün, Özgür,$eauthor. =700 1\$aAslantas, Kubilay,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200020.htm =LDR 03034nab a2200433 i 4500 =001 JTE20200031 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200031$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200031$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC448 =082 04$a621.3692$223 =100 1\$aMenefy, Luke,$eauthor. =245 10$aBehavior of Fiber and Nonfiber Reactive Powder Concrete in an Aggressive Environment /$cLuke Menefy, Maurice Guerrieri, Sam Fragomeni. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aDurability studies have been carried out on the performance of reactive powder concrete (RPC) when exposed to a three-month (accelerated) exposure to varying sulfuric acid concentrations. The compressive strength and weight loss of the specimens were the key parameters investigated. Specimens consisted of nonfiber reactive powder concrete (NF-RPC), fiber-reinforced reactive powder concrete (FR-RPC), and a control high-strength concrete (HSC). Concentrations of sulfuric acid (H 2 SO 4 ) of 1, 3, and 10 % were utilized as the attack solutions in this investigation. RPCs suffered the highest compressive strength and weight loss after 12 weeks when exposed to 1, 3, and 10 % H 2 SO 4 solutions. It is postulated that the high levels of binding constituents within the RPC are extremely reactive with H 2 SO 4 . Results from the HSC specimens showed that a reduced cement content and coarse aggregate inclusion reduced the level of sulfuric acid attack. The presence of fibers within the RPC samples appears to provide benefits in relation to decreased weight loss, but this was not observed for higher concentrations of H 2 SO 4 . This study has shown that the durability of RPC in environments subject to high concentrations of sulfuric acid is generally not recommended. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aFiber optics. =650 \0$aOptical fibers. =700 1\$aGuerrieri, Maurice,$eauthor. =700 1\$aFragomeni, Sam,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200031.htm =LDR 03204nab a2200433 i 4500 =001 JTE20200032 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200032$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200032$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRE451 =082 04$a617.742$223 =100 1\$aVenkata Sivareddy, D.,$eauthor. =245 10$aTool-Work Contact Ratio and Parametric Influence in Ultrasonic Vibration-Assisted Turning of Ti6Al4V Alloy /$cD. Venkata Sivareddy, P. Vamsi Krishna, A. Venu Gopal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe performance of the machining process depends on the time of contact of the cutting tool with the workpiece. In this work, the effect of vibrating and cutting parameters on tool-work contact ratio (TWCR) in ultrasonic vibration-assisted turning (UVAT) is evaluated. Machining performance is measured in terms of average cutting force, cutting temperature, and average surface roughness. Full factorial experiments are conducted on a Ti6Al4V alloy to evaluate the performance of the UVAT process in terms of TWCR. The performance of the UVAT process is analyzed and compared with the conventional turning process at various conditions, such as intensity of ultrasonic power (80, 90, and 100 %), cutting speed (10, 30, and 50 m/min), feed rate (0.055, 0.103, and 0.161 mm/rev), and depth of cut (0.1, 0.3, and 0.5 mm). The cutting force, cutting temperature, and surface roughness are decreased with the increase in percentage intensity of ultrasonic power. The effectiveness of UVAT process is greater at higher levels of vibrating parameters and lower levels of cutting parameters in the selected range. Finally, it is concluded that the maximum benefit from the UVAT process is obtained at TWCR of 0.136 and its effect is dominant at lower levels of cutting conditions. However, the effect of thermal loading is dominant at higher levels of cutting conditions in the selected range. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aCataract$xSurgery. =650 \0$aUltrasonics in ophthalmology. =700 1\$aVamsi Krishna, P.,$eauthor. =700 1\$aVenu Gopal, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200032.htm =LDR 03820nab a2200445 i 4500 =001 JTE20200052 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200052$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200052$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.840287$223 =100 1\$aVaddy, Poornachandra,$eauthor. =245 10$aMulti-scale In Situ Investigation of Infiltration Parameter in Pervious Concrete Pavements /$cPoornachandra Vaddy, Avishreshth Singh, Prasanna Venkatesh Sampath, Krishna Prapoorna Biligiri. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aEmbedded infiltration rings have been historically used to estimate the infiltration properties of pervious concrete (PC) pavements. However, no methodical study has evaluated the effect of the size of embedded rings on the infiltration characteristics of these special pavement systems. The objective of this research was to assess the infiltration rate of PC using a multi-scale, in situ approach through embedding rings of various sizes in pavement slabs. Essentially, this investigation attempted to identify the most appropriate size of the embedded ring that can estimate infiltration rates of PC slabs in a reliable manner. To meet the proposed objective, a multi-scale in situ experimental program was designed, in which five infiltration rings of inner diameter ranging from 100 to 580 mm were embedded into three PC slabs of dimensions 3×2.5×0.15 m. A surface infiltration test was also conducted on PC slabs and was found to vary from 0.36 to 1.87 cm/s. The embedded infiltration rate (EIR) was estimated using a falling head permeability test by ponding water above the pavement surface and measuring the time taken to drain. EIRs decreased from 1.36 to 0.27 cm/s with increasing ring diameter from 100 to 580 mm. Field tests also indicated that infiltration rates for smaller ring diameters (180 mm and lower) had higher uncertainty, which was attributed to the inability of achieving optimum compaction efforts inside of smaller rings. Based on the findings, the optimum size for estimating the infiltration rate of PC was found to be 270 mm. It is noteworthy that this diameter is in the range suggested by ASTM C1701, Standard Test Method for Infiltration Rate of In Place Pervious Concrete , i.e., 300 mm. This research helped identify the practicable specimen size that could be utilized by researchers and practitioners to estimate the most reliable field infiltration rates through PC. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aPavements$xPerformance. =650 \0$aPavements, Concrete$xTesting. =700 1\$aSingh, Avishreshth,$eauthor. =700 1\$aSampath, Prasanna Venkatesh,$eauthor. =700 1\$aBiligiri, Krishna Prapoorna,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200052.htm =LDR 03113nab a2200469 i 4500 =001 JTE20200061 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200061$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200061$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aLD791.9.M4 =082 04$a620$223 =100 1\$aArunkumar, T.,$eauthor. =245 10$aEffect of Plural Spray Coating Process Parameters on Bonding Strength of Polyurea with Steel and Aluminum for Liquid Storage Applications /$cT. Arunkumar, G. Anand, P. Venkatachalam, M. Anish, J. Jayaprabakar, J. B. Sajin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe intention of surface coating is to improve the lifespan of the hazardous liquid storage tank to avoid the catastrophic failure by corrosion or leakage. Water or oxygen present inside the storage tanks tends to permeate through the substrate because of the poor adhesive properties, leading to corrosion, leakage, etc. Recently, polyurea (PU) has been widely used as a surface coating to protect the material under various harsh loads and climatic conditions. However, ultimate variation in the efficiency of PU coating is with respect to various coating process parameters. Herein, the plural spray coating process parameters, namely mixing ratio, temperature, coating pressure, and stand-off distance on the bonding strength of PU coating with steel and aluminium, were optimized. Furthermore, with the help of the Taguchi method, the optimum process parameters and their corresponding levels were identified, and it was found that each response has a different best process parameter. To circumvent this, Grey relational analysis (GRA) was carried out, and it has improved the overall efficiency of both the substrates by nearly 10 %. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aPolymer$ximpregnated mortar. =650 \0$aWater quality. =700 1\$aAnand, G.,$eauthor. =700 1\$aVenkatachalam, P.,$eauthor. =700 1\$aAnish, M.,$eauthor. =700 1\$aJayaprabakar, J.,$eauthor. =700 1\$aSajin, J. B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200061.htm =LDR 03168nab a2200421 i 4500 =001 JTE20200078 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200078$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200078$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP482 =082 04$a621.59$223 =100 1\$aYumak, Nihal,$eauthor. =245 10$aCryogenic and Aging Treatment Effects on the Mechanical Properties of Ti-15V-3Al-3Cr-3Sn Titanium Alloy /$cNihal Yumak, Kubilay Aslantaş, Ahmet Çetkin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this study, single and duplex aging treatment was applied to the metastable beta titanium alloy of titanium-15 vanadium-3 aluminum-3 chromium-3 tin with cryogenic treatment. The single-step aging treatment was applied for 20 h at 450°C and 10 h at 550°C. The cryogenic treatment was carried out at -196°C for 24 h, followed by single-step or duplex aging treatment. The results obtained show that the cryogenic treatment causes the formation of martensitic alpha phases. Following the cryogenic treatment, martensitic alpha phases were observed in the sample, which was subjected to aging treatment at 450°C for 20 h, whereas these phases disappeared completely in the sample treated at 550°C for 10 h. Preaging treatment applied after cryogenic treatment prevented the formation of precipitate-free zones by providing a finer and uniform distribution of α phases. Cryogenic treatment followed by preaging treatment at 250°C for 24 h led to the formation of dense metastable prephases. This resulted in a 10% increase in tensile strength, 4% elongation, and 5% hardness compared to preaging at 300°C for 10 h after cryogenic treatment. The optimum mechanical properties in single-step sample groups were obtained in samples aged 20 h at 450°C. In duplex-aged samples, optimum mechanical properties were obtained in cryogenic treatment followed by 250°C/10 h+450°C/20 h duplex aging treatment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aLow temperature engineering. =700 1\$aAslantaş, Kubilay,$eauthor. =700 1\$aÇetkin, Ahmet,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200078.htm =LDR 03550nab a2200433 i 4500 =001 JTE20200106 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200106$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200106$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.85$223 =100 1\$aElkashef, Mohamed,$eauthor. =245 10$aAssessing the Use of Blending Charts to Estimate the Allowable Reclaimed Asphalt Pavement (RAP) Binder Content for Mixes Containing RAP from Different Sources /$cMohamed Elkashef, Shawn S. Hung, John T. Harvey, David Jones. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aBlending charts are used by many agencies to design mixes with high-content reclaimed asphalt pavement (RAP). They are typically used with mixes containing more than 25 % RAP to determine the performance grade of the virgin binder or to obtain the maximum allowable RAP content. The aging condition of the RAP binders extracted from RAP can vary greatly based on years of service, climatic conditions, and traffic loading. The current specifications do not consider the stiffness of the RAP in determining the cutoff RAP percentage above which blending charts should be used. According to the current specifications, mixes containing less than 15 % RAP do not require a change to their virgin binder grade regardless of the RAP source. In this paper, extracted and recovered RAP binder from two sources representing different climatic conditions is blended with two virgin binders at different proportions. The rheological properties of the virgin and RAP binders and the resulting binder blends were compared using master curves and Black diagrams, and changes in the rheological parameters such as the crossover frequency and rheological index were noted. The blending chart procedure was used to determine the maximum allowable RAP binder ratio (RAPBR) for different mixes. The results show that the 25 % limit, currently specified, appears appropriate for the not very stiff RAP binder having a performance grade of PG94-4. However, for the stiff RAP binder (PG106+2), blending charts should be used for blends containing more than 18-20 % RAPBR. It was also shown that a change to the virgin binder is required for blends with as low as 6 % RAPBR, when the stiff RAP binder was used. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aPavements, Asphalt. =700 1\$aHung, Shawn S.,$eauthor. =700 1\$aHarvey, John T.,$eauthor. =700 1\$aJones, David,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200106.htm =LDR 02856nab a2200433 i 4500 =001 JTE20200224 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200224$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200224$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP326.U6 =082 04$a333.82150973$223 =100 1\$aRiley, John T.,$eauthor. =245 10$aDecomposition Moisture-The Hidden Reactive Constituent in Coal /$cJohn T. Riley, Mason Marsh, Adam Darling. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWhen coals are heated to temperatures of 200°C-250°C, moisture from the decomposition of organic materials, such as humic acids, is driven off. This moisture is decomposition moisture. Very little information is known about decomposition moisture, and there are no known examples of the quantification of this type of moisture in coal. The amount of decomposition moisture in coal is assumed to be relatively small. Recent studies involving the rapid drying of coal have shown that moisture that evolves around 200°C plays a significant role in the determination of the volatile matter yields of most ranks of coal. It is assumed that this moisture is decomposition moisture. A series of experiments were performed to study this moisture, including how to identify and quantify it. Analytical techniques including thermogravimetric analysis, derivative thermogravimetry, and carbon and hydrogen analysis were employed in the study. All these techniques were needed to quantify the decomposition moisture evolved from various ranks of coal. The decomposition moisture in the coals studied ranged from 0.03 to 2.07 %. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aCoal$xGovernment policy. =650 \0$aCoal. =700 1\$aMarsh, Mason,$eauthor. =700 1\$aDarling, Adam,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200224.htm =LDR 03331nab a2200469 i 4500 =001 JTE20200249 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200249$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200249$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS555 =082 04$a673.72282$223 =100 1\$aEl Hadi Attia, Mohammed,$eauthor. =245 10$aPerformance Evaluation of Modified Solar Still Using Aluminum Foil Sheet as Absorber Cover - A Comparative Study /$cMohammed El Hadi Attia, Zied Driss, Abd Elnaby Kabeel, Mohamed Abdelgaied, A. Muthu Manokar, Ravishankar Sathyamurthy, Ahmed Kadhim Hussein. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSolar desalination is one of the sustainable solutions to produce freshwater from brackish water. Unavailability of drinking water is a major socioeconomic problem in southeastern Algeria that affects a large population. In the face of the problem, local researchers are adopting solar distillation, which appears to be a suitable and inexpensive solution. Improving the productivity of a solar greenhouse still represents the subject of several studies around the world looking for ways to increase the yield of a solar still. The idea behind this paper is to use the aluminum foil sheet as the absorber cover to improve the productivity of a solar still. To obtain the influence of utilizing the aluminum foil sheet as the absorber cover on a yield of a solar still, the conventional still with the black absorber surface and modified solar still with the aluminum foil sheet as the absorber cover were compared at the same climate conditions. The experimental investigation was performed on different days. Experimental work shows that this technique has a negative effect on the productivity of the distiller, which is reduced by 1.5 to 2.5 times compared to the black absorber distiller. Therefore, it is not recommended to use an aluminum cover in regular solar distillation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aAluminum foil. =700 1\$aDriss, Zied,$eauthor. =700 1\$aKabeel, Abd Elnaby,$eauthor. =700 1\$aAbdelgaied, Mohamed,$eauthor. =700 1\$aManokar, A. Muthu,$eauthor. =700 1\$aSathyamurthy, Ravishankar,$eauthor. =700 1\$aHussein, Ahmed Kadhim,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200249.htm =LDR 03797nab a2200457 i 4500 =001 JTE20200276 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200276$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200276$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC173.4.P65 =082 04$a530.413$223 =100 1\$aBo, Wu,$eauthor. =245 10$aProperties and Characterization of Temperature-Responsive Asphalt by Using Thermochromic Powder /$cWu Bo, Jinzhou Liu, Weizhi Peng, Wenchuan Peng, Bin Yu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAsphalt pavement absorbs solar energy efficiently during the summer and loses heat rapidly during the winter because of its black color, which leads to rutting and cracking distresses. The thermochromic powders were used in this study to reverse the process with its ability to dynamically change color (albedo in essence) subject to temperature variations. Three types of thermochromic powders (the red, blue, and black ones) were applied to base asphalt at the contents of 3, 6, and 10 % to prepare the thermochromic asphalt. The gel permeation chromatography, Fourier transform infrared spectroscopy, physical, rheological, and thermodynamic properties of base and thermochromic asphalt binders were investigated via laboratory tests. The temperature-regulating function of thermochromic asphalt binders was examined in the field. Throughout the study, it is revealed that with the addition of thermochromic powders, the penetration and creep rate of asphalt binder decreased, whereas the softening point, viscosity, rutting parameter, and stiffness increased. When the powder content is 3 %, the intermolecular force within asphalt is enhanced; therefore, the consistency of asphalt is improved while the flow ability is weakened. While the content continues to raise, the thermochromic powder is prone to produce particle agglomeration. Thermochromic asphalt has a much higher specific heat capacity and latent heat than base asphalt, reflecting the principle to regulate temperature. Temperature reduction of 4°C∼5°C was observed for thermochromic asphalt binders compared with base asphalt in the field test. Considering the performance balance and economics, the content of thermochromic powders was recommended to be 5∼6 %. After adding thermochromic powders, the surface temperature of asphalt pavement can be effectively reduced during the summer and the road temperature during the winter will remain adequate to prevent cracking or icing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aPolymers. =650 \0$aThermochromism. =700 1\$aLiu, Jinzhou,$eauthor. =700 1\$aPeng, Weizhi,$eauthor. =700 1\$aPeng, Wenchuan,$eauthor. =700 1\$aYu, Bin,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200276.htm =LDR 03315nab a2200433 i 4500 =001 JTE20200290 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200290$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200290$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.N35 =082 04$a620.115$223 =100 1\$aEtemadi, Ehsan,$eauthor. =245 10$aFabrication and Mechanical Properties of Aluminum/Zinc Lamellar Composite Reinforced with Alumina Nanoparticles /$cEhsan Etemadi, Mostafa Alishahi, Seyed Mehdi Hosseini. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this study, microstructural and mechanical properties of aluminum/zinc (Al/Zn) lamellar composite reinforced with alumina nanoparticles (Al/Zn/Al 2 O 3 ) were compared with Al/Zn lamellar composite. For this purpose, different Al/Zn/Al 2 O 3 samples were fabricated by applying 1, 3, and 5 accumulative press bonding (APB) cycles on the AA1050 aluminum alloy and pure commercial zinc plates together with 1.5 wt. % alumina nanoparticles at ambient temperature. Microstructural and mechanical properties of the samples were evaluated by optical microscopy, scanning electron microscopy (SEM), uniaxial tensile test, and Vickers microhardness test. The results showed that the alumina nanoparticles agglomerated in the microstructure of the Al/Zn/Al 2 O 3 sample after the first APB cycle, and some porosities were also observed at the interfaces of the layers. However, employing five APB cycles resulted in the uniform distribution of alumina nanoparticles with strong bonding strength to metallic matrix. Additionally, the tensile strength and Vickers microhardness of the Al/Zn and Al/Zn/Al 2 O 3 samples were increased as a function of the number of APB cycles. Furthermore, the measured ultimate tensile strengths of Al/Zn and Al/Zn/Al 2 O 3 after 5 APB cycles were 2 and 2.22 times greater than AA1050 aluminum, respectively. However, the elongation of Al/Zn and Al/Zn/Al 2 O 3 samples was dramatically decreased until the third APB cycles and then slightly increased in the fifth cycle. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aBuilding materials. =650 \0$aIndustrial engineering. =700 1\$aAlishahi, Mostafa,$eauthor. =700 1\$aHosseini, Seyed Mehdi,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200290.htm =LDR 03377nab a2200421 i 4500 =001 JTE20200371 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200371$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200371$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC173.4.P65 =082 04$a530.413$223 =100 1\$aChen, Kuen-Suan,$eauthor. =245 12$aA Modified Approach for Six Sigma Quality Assessment of Product with Multiple Characteristics in Intelligent Manufacturing Environments /$cKuen-Suan Chen, Tsang-Chuan Chang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aProcess quality and yield are always crucial determinants of a firm's competitiveness; therefore, monitoring and assessment for process quality are vital aspects of their sustainable development. The Six Sigma quality control is based on defect rate and nonconforming units to eliminate factors that cause process defects. Thus, it has become a powerful instrument for manufacturers to achieve the quality goals of only 3.4 defects per million opportunities. However, the originated Six Sigma program is based on the 1.5, σ, , , , shift in the process mean to recognize the tendency of processes to shift over the long term and achieve this goal. With the production environment of intelligent manufacturing today, manufacturers keep up to date with production performance and then monitor the distance between the process mean shift and the target value at all times. This makes it possible to adopt a more rigorous standard by decreasing in allowable shift to define the quality level in Six Sigma. For this reason, this paper proposes the redefined Six Sigma quality indexes as an assessment tool and has developed a modified approach for Six Sigma quality assessment of products with multiple characteristics. The proposed method uses more rigorous standards to analyze process quality, thereby allowing manufacturers to provide industry partners or consumers with products of higher quality, meet their needs, and even enhance their own industry competitiveness to continue progressing toward sustainability. We present a real-world example to demonstrate the practical applicability of the proposed approach. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aPolymers. =650 \0$aThermochromism. =700 1\$aChang, Tsang-Chuan,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200371.htm =LDR 02838nab a2200433 i 4500 =001 JTE20200382 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200382$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200382$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP248.65 =082 04$a620$223 =100 1\$aSenthil Kumar, B.,$eauthor. =245 10$aProcess Optimization of Antimicrobial Treatment on Tencel Knit Fabrics Using Chitosan Biopolymer /$cB. Senthil Kumar, K. M. Patchiyappan, C. B. Senthil Kumar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe antimicrobial property of plain-knit and rib-knit Tencel fabrics has been analyzed using Taguchi L9 experimental design. The antimicrobial treatment was carried out using surface-modified Chitosan treatment through pad-dry technique. The process parameters, such as yarn count, loop length of knitted fabric, and Chitosan concentration, were independent variables. The antimicrobial characterization was done as per SN 195920. It was found that yarn count and loop length significantly impact the zone of inhibition against Escherichia coli and Staphylococcus aureus . The Chitosan concentration has not influenced the antimicrobial activity of the fabric. The regression models were developed and optimized process parameters were verified through the regression model. Scanning electron microscopy and Fourier transform infrared spectroscopy analysis have also been done to execute the confirmation of coating effectiveness. In addition, contour graph analysis has been done to understand the influencing pattern of process parameters on response. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aBiopolymers. =650 \0$aDetectors. =700 1\$aPatchiyappan, K. M.,$eauthor. =700 1\$aSenthil Kumar, C. B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200382.htm =LDR 03368nab a2200433 i 4500 =001 JTE20200395 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200395$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200395$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.84$223 =100 1\$aPavan, Golakoti,$eauthor. =245 10$aInfluence of Loading Direction on Impact Strength and Small Span Length Variation on Flexural Strength in GFRP Laminate /$cGolakoti Pavan, K. K. Singh, Mahesh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (22 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis experimental work focuses on the two aspects of glass fiber-reinforced polymer (GFRP) laminate. The first is the effect of GFRP plate thickness and impact loading direction on impact strength, and the second is the effect of GFRP panel thickness and small span length variation on flexure strength. The GFRP laminate thicknesses considered for experimentation were 2, 3, and 4 mm. Both Izod and Charpy impact tests were conducted by considering edgewise (lateral impact) and flatwise (normal impact) impact loading directions. The quasistatic flexural tests were conducted using a three-point bend method for two small span length variations, viz., 50.8 and 56 mm. Impact strength of 2-mm-thick GFRP laminate under the edgewise loading condition showed 13 and 134.1 % more for Charpy and Izod, respectively, compared with 4-mm GFRP samples. In contrast, under the flatwise loading condition, 2-mm-thick specimens showed 14 and 54 % more impact strength when compared with 4-mm-thick GFRP specimens. GFRP samples with 2-mm thickness showed 59.85 and 59.6 % enhancement in flexural strength for span lengths of 56 and 50.8 mm, respectively, when compared with 4-mm-thick GFRP panels. Improvement in flexural strength between span lengths 50.8 and 56 mm for thicknesses 4 and 2 mm is 26 and 42 MPa, respectively, which is a 10 % improvement. Analysis of variance statistical analysis showed that the loading conditions and thickness of GFRP panels in the case of impact and small span length variation, and thicknesses in the case of flexural strength, is the significantly influencing parameters. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aConcrete$xTesting. =650 \0$aFlexure. =700 1\$aSingh, K. K.,$eauthor. =700 1\$aMahesh,,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200395.htm =LDR 04333nab a2200457 i 4500 =001 JTE20200417 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200417$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200417$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD69.C6 =082 04$a001.068$223 =100 1\$aRodrigues, Guilherme Bernardes,$eauthor. =245 10$aSAE 4340 Fracture Toughness Evaluation Following Wang's Formulation for Spiral Notch Torsion Test Specimens /$cGuilherme Bernardes Rodrigues, Marcelo Torres Piza Paes, Francisco Francelino Ramos Neto, Sinésio Domingues Franco, Rosenda Valdés Arencibia, Waldek Wladimir Bose Filho. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (22 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe fracture toughness parameter (fracture toughness in plane strain-state [ KIC ], fracture toughness near the onset of crack growth, or crack tip open displacement) is essential information for understanding fracture behavior in mechanical and structural components. To determine this property, several methods have been developed; these require specimens with sufficient thickness to ensure a plane-strain condition at the crack front, which depending on materials mechanical properties, may lead to the need of large amounts of material. To overcome this problem, the spiral notch torsion test (SNTT) was proposed by Wang in 2000, and over these years, methodologies for testing many different materials have been presented, as well as the elastic compliance equations for assessing crack size (essential for introducing the fatigue precrack), also presented in 2012. Although the SNTT presented advantages and potentialities, its application is still quite restricted, and information on its use is limited. Implementation of the SNTT is a challenge, mainly because of the inexistence of a specific standard, thus producing ambiguities when dealing with the application of the test, methodology, and limitations because the SNTT implementation is principally based on previously published theoretical and experimental studies. The study presented herein aims at organizing already existing information based on work conducted by Wang while presenting in detail a test chart and the necessary techniques for obtaining a fracture toughness parameter, in mode I loading and in the domain of a plane strain-state. Determining KIC using the SNTT was performed on a quenched and tempered AISI 4340 steel (45 HRC) in air at room temperature. The obtained results proved the great potential of SNTT methodology for KIC determination. The KIC values obtained by the SNTT methodology exhibited a maximum error of 3.5 % and were statistically equal to those provided by the conventional method compact tension (C(T)) that follows ASTM E399-20, Standard Test Method for Linear-Elastic Plane-Strain Fracture Toughness KIC of Metallic Materials . The fracture surfaces observed in SNTT and C(T) specimens showed similar fractographies and mechanisms. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aBusiness consultants. =700 1\$aPiza Paes, Marcelo Torres,$eauthor. =700 1\$aRamos Neto, Francisco Francelino,$eauthor. =700 1\$aFranco, Sinésio Domingues,$eauthor. =700 1\$aValdés Arencibia, Rosenda,$eauthor. =700 1\$aBose Filho, Waldek Wladimir,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200417.htm =LDR 03375nab a2200421 i 4500 =001 JTE20200469 =003 IN-ChSCO =005 20211029061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211029s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200469$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200469$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR857.B54 =082 04$a660.63$223 =100 1\$aYazıcı, Beyza,$eauthor. =245 10$aBiomimetic Metamaterial Design Simulation and Evaluation for Building Acoustics by Impedance Measurements /$cBeyza Yazıcı, Zühre Sü Gül. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study investigates the potentials of acoustic metamaterial (AMM) applications in room and building acoustics by means of impedance tube experiments. With their extreme properties in either sound absorption or transmission loss, AMMs can perform better than traditional acoustic materials in buildings. Importantly, they are also more sustainable and hygienic than fibrous and porous materials. Depending on the matrix material used, AMMs can vary in transparency and color. Considering both their acoustic and aesthetic values, this study develops different types of metamaterial for possible uses as a partition wall, a surface layer, or a design element. The proposed metamaterials are primarily based on the exploration of ratios and forms from nature-the golden ratio, web-labyrinthine structures, genetic and neural systems such as deoxyribonucleic acid (DNA) molecules, and the synapse structures in the brain-reproduced on a subwavelength scale. These abstractions are then combined with the 3-D space coiling and 3-D labyrinth approaches of AMM design. Modules of the proposed AMMs are manufactured in a 3-D printer and tested in an impedance tube to estimate their normal incidence sound absorption coefficients and transmission loss characteristics. Based on the results obtained, the modules with the higher performances are used in the design of partition walls of varying heights. Two real-case architecture studios are simulated with and without the proposed AMM interventions over field test-tuned acoustical models of the studios to assess the effectiveness of such an approach in a possible acoustical design problem. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25 =588 \\$aDescription based on publisher's website, viewed October 29, 2021. =650 \0$aBiosensors. =650 \0$aChemoreceptors. =700 1\$aGül, Zühre Sü,$eauthor. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 5.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20200469.htm =LDR 03693nas a2200865 i 4500 =001 JTE750 =003 IN-ChSCO =005 20211101061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 211101c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: 2021 Volume 49, Issue 5 (September 2021) (viewed November 01, 2021). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttps://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/TOC/4952021.htm =LDR 03286nas a2200733 i 4500 =001 JTE4906 =003 IN-ChSCO =005 20220129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220129c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 49, Issue 6 (viewed January 29, 2022). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttps://www.astm.org/journals/volume/listing/coden/JTEVAB/issue/6/volume/49/online-issue-date/2021-11-01+00%3A00%3A00 =LDR 03286nas a2200733 i 4500 =001 JTE5001 =003 IN-ChSCO =005 20220129061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220129c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 50, Issue 1 (viewed January 29, 2022). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttps://www.astm.org/journals/volume/listing/coden/JTEVAB/issue/1/volume/50/online-issue-date/2022-01-01+00%3A00%3A00/ =LDR 03762nab 2200553 i 4500 =001 JTE20200546 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200546$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200546$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA349 =082 04$a620.1$223 =100 1\$aYu, Fangwei,$eauthor. =245 10$aState-Dependent Behavior of a Crushable Sand in Drained Triaxial Tests /$cFangwei Yu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article presents a laboratory experimental study on the state-dependent behavior of a crushable sand that was crushed progressively in a number of the drained triaxial tests. The critical state line of sand showed a straight line in the e-logp′ plane, in the e-p′α=0.7 plane and in the q-p′ plane despite of involving the progressive particle breakage. It showed a family of the relations between stress ratio and dilatancy factor rather than a unique stress-dilatancy relation. While increasing the initial void ratio or the initial confining pressure, the peak-state friction and maximum dilatancy angles of sand showed a decrease, but the peak-state basic friction angle of sand increased. Linear representation was revealed for the relations of the maximum dilatancy angle - the peak-state stress ratio and the peak-state basic friction angle - the peak-state stress ratio. An increase in the peak-state state parameter resulted in a linear decrease of the peak-state friction and dilatancy angles of sand, but a linear increase of the peak-state basic friction angle of sand. It revealed a unique linear friction-dilatancy relation of sand incorporating the progressive particle breakage. The peak-state volumetric strain and deviator strain of sand increased while increasing the initial void ratio or the initial confining pressure or the peak-state state parameter, but decreased with increasing the peak-state stress ratio. The peak-state dilatancy factor d incorporating the progressive particle breakage decreased linearly with increasing the peak-state stress ratio, but linearly increased along the increase of the peak-state state parameter. Dilatancy of sand should be dependence of the pressure and density of sand as well as the progressive particle breakage. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aMechanics, Applied$vCongresses. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200546.html =LDR 03762nab 2200553 i 4500 =001 JTE20200578 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200578$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200578$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a624.151$223 =100 1\$aCastillo-Camarena, Elvis A.,$eauthor. =245 10$a“Simplified” Cracking Tests :$bEvaluation of the IDEAL-CT Performed Using a Marshall Testing Platform /$cElvis A. Castillo-Camarena, Kevin D. Hall. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn considering the implementation of a cracking test for asphalt mixes, attention should be given to both the accuracy and the practical implications of equipment cost and ease of use. This study evaluated the applicability of the indirect tensile asphalt cracking test (IDEAL-CT) performed using a Marshall frame with an in-house-assembled data acquisition instrumentation, compared with the Illinois flexibility index test (I-FIT) protocol using a modern asphalt materials performance test (AMPT). Both flexibility index (FI) and cracking resistance index (CRI) values were obtained from the I-FIT tests. Mixes representing five in-service pavements exhibiting different levels of cracking performance are included. Despite an unstable (and out of specification) loading rate on the Marshall testing frame, IDEAL-CT test results compared favorably with those of the I-FIT performed on the AMPT. The CTIndex exhibited less variability than the FI but more variability than the CRI. The CTIndex appears to discriminate cracking-related behavior in a manner consistent with the FI and CRI. This study indicates the potential for using the IDEAL-CT on a Marshall frame—offering laboratories potentially significant savings in both equipment and specimen preparation costs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aMarshall flow. =650 \0$aMarshall test. =650 \0$aMarshall stability. =700 1\$aHall, Kevin D.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200578.html =LDR 03762nab 2200553 i 4500 =001 JTE20200448 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200448$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200448$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1001.5 =082 04$a625.85$223 =100 1\$aMoghaddam Gilani, Vahid Najafi,$eauthor. =245 10$aPresentation of Predictive Models for Two-objective Optimization of Moisture and Fatigue Damages Caused by Deicers in Asphalt Mixtures /$cVahid Najafi Moghaddam Gilani, Seyed Mohsen Hosseinian, Gholam Hossein Hamedi, Daniel Safari. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (22 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe best way to deal with the freezing of the road surfaces is to use deicers, especially in cold areas. The presence of moisture causes various stresses in the pavement and reduces the strength of mixtures. Using anti-stripping agents can decrease the moisture sensitivity of asphalt mixtures. Researchers have evaluated the impact of different deicers on the moisture sensitivity of asphalt mixtures. However, fewer studies have been conducted on the effect of these materials on fatigue failure and thermodynamic parameters of asphalt mixtures. Moreover, fewer studies have been performed to find the exact optimum amount of additives for maximizing the two objectives of tensile strength ratio (TSR) and fatigue life ratio (NFR) concurrently in moisture and fatigue damages. So in this research, the moisture sensitivity and fatigue failure of asphalt mixtures under the influence of different deicers, including calcium magnesium acetate (CMA), potassium acetate (PA), and sodium chloride (NaCl), were investigated using nanohydrated lime (NHL) as an anti-stripping agent. The surface free energy (SFE) of materials and the permeability of asphalt mixtures were examined, and a boiling water test was applied. Finally, the prediction models of multivariate regression (MVR), group method of data handling (GMDH), and genetic programming (GP) were provided to obtain optimum additive percentage with two objectives of TSR and NFR. The results showed that GP had a higher R-value than the 2 other methods such that the R-value of GP for TSR and NFR was 98.8 % and 99.8 %, respectively. The optimization results showed that 1.17 %, 1.34 %, 0.87 %, 1.21 %, and 1.06 % NHL, respectively, were the best optimum values to maximize the TSR and NFR simultaneously in all samples and samples saturated in water, CMA, NaCl, and PA solutions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aPavements, Asphalt$xAdditives. =650 \0$aFibrous composites$xFatigue. =650 \0$aPavements$xPerformance. =650 \0$aPavements, Asphalt$xAdditives$xPavements, Asphalt$xDesign and construction. =700 1\$aHosseinian, Seyed Mohsen,$eauthor. =700 1\$aHamedi, Gholam Hossein,$eauthor. =700 1\$aSafari, Daniel,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200448.html =LDR 03762nab 2200553 i 4500 =001 JTE20190804 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190804$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190804$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.85$223 =100 1\$aZarroodi, Roozbeh,$eauthor. =245 10$aUsing Polyphosphoric Acid and Sulfur to Improve Storage Stability, Aging, and Rheological Properties of High-Density Polyethylene–Modified Asphalt Binder /$cRoozbeh Zarroodi, Koorosh Naderi, Mehdi Moazami Goodarzi, Hossein Nazari, Fereidoon Moghadas Nejad. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aOne method for reducing the rutting failure of asphalt pavements is to modify the asphalt binder with polyethylene. However, the instability and phase separation between components has always been a major problem in achieving a homogeneous asphalt binder–polyethylene combination. To improve storage stability, one solution is to use crosslinking agents. In this study, the base asphalt binder was modified by using 3 and 7 % high-density polyethylene (HDPE). Subsequently, 1.5 % polyphosphoric acid (PPA) and 0.5 % sulfur were combined with polymer-modified asphalt binder to improve the stability between asphalt binder and polyethylene as well as reduce phase separation. First, the aging component of the prepared asphalt binder samples was evaluated using the attenuated total reflectance Fourier transform infrared spectrometer analysis. Then, the storage stability of asphalt binder samples was investigated by the frequency sweep test. The rutting resistance of asphalt binder samples was determined using the multiple stress creep recovery test, and finally, the fatigue performance of the rolling thin-film oven–aged asphalt binder samples was evaluated using the linear amplitude sweep test. The results revealed that, unlike the sulfur additive that did not have any beneficial effect on the HDPE-asphalt binder, the PPA increased the resistance of rutting, fatigue cracking, aging, and storage stability for the HDPE-asphalt binder. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aPavements$xPerformance. =650 \0$aAsphalt$xAdditives$xTesting. =700 1\$aNaderi, Koorosh,$eauthor. =700 1\$aGoodarzi, Mehdi Moazami,$eauthor. =700 1\$aNazari, Hossein,$eauthor. =700 1\$aNejad, Fereidoon Moghadas,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20190804.html =LDR 03762nab 2200553 i 4500 =001 JTE20200528 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200528$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200528$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P55 =082 04$a620.1923$223 =100 1\$aChai, Li-Juan,$eauthor. =245 10$aEffects of BFRP Bar Diameter and Cover Thickness on Fracture Behavior of BFRP Bar–Reinforced Ecological High-Ductility Cementitious Composites /$cLi-Juan Chai, Li-Ping Guo, Bo Chen, Andrea Carpinteri, Daniela Scorza, Sabrina Vantadori. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTo obtain the design parameters of bridge deck link slabs made of ecological high-ductility cementitious composite (Eco-HDCC) material reinforced with a basalt fiber-reinforced plastic (BFRP) by applying fracture mechanics concepts, the reinforcing effects of a BFRP bar on the fracture properties of BFRP bar–reinforced Eco-HDCC specimens were studied. First, cracking load, crack mouth opening displacement (CMOD), and deflection of specimens were monitored, and BFRP bar diameter and cover thickness were considered. The results indicate that both the diameter and cover thickness of BFRP bar have an obvious influence on the crack kinking angle. In addition, as the diameter of BFRP bar increases, the peak load, peak CMOD, peak deflection, and fracture energy of Eco-HDCC specimens increase, and these peak values of Eco-HDCC specimens after reloading also show the same trend. In addition, the peak load, peak CMOD, peak deflection, and fracture energy are larger if the Eco-HDCC specimen has a smaller cover thickness. However, the Eco-HDCC specimen with a BFRP bar cover thickness of 25 mm has a higher peak load after reloading than the specimen with a cover thickness of 15 mm when the bar diameters are 10 and 12 mm, respectively. In conclusion, BFRP bar diameters from 10 to 14 mm and a cover thickness of 25 mm are recommended when designing bridge deck link slabs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aFiber-reinforced plastics$xMechanical properties. =650 \0$aFiber-reinforced plastics$xTesting. =700 1\$aGuo, Li-Ping,$eauthor. =700 1\$aChen, Bo,$eauthor. =700 1\$aCarpinteri, Andrea,$eauthor. =700 1\$aScorza, Daniela,$eauthor. =700 1\$aVantadori, Sabrina,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200528.html =LDR 03762nab 2200553 i 4500 =001 JTE20200120 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200120$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200120$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE450 =082 04$a625.8$223 =100 1\$aMcCarthy, Ross,$eauthor. =245 10$aComparison and Harmonization of the Locked-Wheel Skid Tester and the Sideway-Force Coefficient Routine Investigation Machine /$cRoss McCarthy, Gerardo Flintsch, Edgar de León Izeppi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSkid resistance is a characteristic of a pavement surface that is critical to pavement safety. Skid resistance can be measured with different types of equipment, but because of the differences in the system configurations and the testing methods (fixed slip, locked-wheel, sideway-force, and variable-slip), the measured friction characteristics are not the same. To compare the measurements, analysts have attempted to harmonize measurements to a common scale by integrating the effects of macrotexture and slip-speed on skid resistance. Examples of these efforts include the Penn State model, the Rado Model, the Permanent International Association of Road Congresses International Friction Index (IFI), and the Rolling Resistance, Skid Resistance, and Noise Emission (ROSANNE) Skid Resistance Index (SRI). In the United States, skid resistance is traditionally measured with a locked-wheel skid trailer (LWST), but there has been increasing interest in the use of continuous friction measurement equipment. This paper compares friction measured using a LWST ribbed tire and smooth tire with measurements collected with a Sideway-Force Routine Investigation Machine (SCRIM). The first objective is to evaluate the influence of macrotexture on the friction measured with both devices. The second objective is to compare the friction measurements using orthogonal regression (OR) and derive equations for interconversion between both devices. The findings in this paper establish that the LWST ribbed tire and the SCRIM shared similar sensitivity to changes in microtexture, whereas smooth tire was more sensitive to changes in microtexture. The direction of the OR of both devices produced a greater correlation for the SCRIM and ribbed tire than did the smooth tire. The correlation was increased when the measurements with the SCRIM and smooth tire were converted to 60 km/h using the IFI FR60 conversion. The higher correlation using FR60 conversion provides further support for the dependence of smooth tire friction on macrotexture measurements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aMotor vehicles$xSkidding. =650 \0$aPavements$xSkid resistance$xTesting. =700 1\$aFlintsch, Gerardo,$eauthor. =700 1\$ade León Izeppi, Edgar,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200120.html =LDR 03762nab 2200553 i 4500 =001 JTE20180678 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20180678$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20180678$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a624.17765$223 =100 1\$aYang, Sheng-Qi,$eauthor. =245 10$aAn Experimental Study on Creep Behavior of Transversely Isotropic Composite Rock under Conventional Triaxial Compression /$cSheng-Qi Yang, Bo Hu, Peng Xu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe time-dependent deformation behavior of hard-soft composite rock has a significant effect on tunnel excavation. In this article, a method to prepare hard-soft composite rock specimens with orientations ranging from 0° to 90° is presented. The influences of the dip angle on the long-term deformation and failure behaviors of an artificial transversely isotropic rock specimen were investigated by a series of creep experiments. The test results show that the creep failure strengths of the specimens first decreased and then increased with an increasing dip angle. The composite rocks displayed remarkable creep characteristics. The axial instantaneous deformation increased linearly with an increasing deviatoric stress, but the creep strain displayed a nonlinear trend. The instantaneous modulus first decreased in the range of 0° to 30° and then increased in the range of 45° to 90° with the increase of dip angle; however, the creep strain showed an opposite result. The steady-state creep rate increased nonlinearly with an increasing deviatoric stress. The dip angle had a significant effect on the steady-state creep rate. Moreover, the creep failure modes of the rock-like specimens, which were dependent on the dip angle, were compared. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aPiezoelectric materials. =650 \0$aComposite materials. =700 1\$aHu, Bo,$eauthor. =700 1\$aXu, Peng,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20180678.html =LDR 03762nab 2200553 i 4500 =001 JTE20200308 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200308$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200308$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA424 =082 04$a634.9$223 =100 1\$aWinandy, Jerrold E.,$eauthor. =245 10$aModeling Effects of Incising on Flexural Properties of Green Douglas Fir and Western Hemlock Lumber /$cJerrold E. Winandy, Butch Bernhardt, Dallin Brooks, Arijit Sinha, Jeffrey J. Morrell. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIncising is required in Canadian and US national standards for the treatment of many timber species, especially those from western North America. Incising increases the amount of end-grain exposed to fluid flow, but it also decreases the cross-sectional area and, thus, has the potential to affect mechanical properties. Models have been developed to predict the effects of incising on flexural properties, but correlative data for engineering design adjustment factor(s) for incised and preservative treated lumber and timber are lacking. Current engineering design adjustment factors are primarily based on nominal 2x (38-mm, 1.5-in)-thick lumber tests. In 2018, this fact was recognized and the new design standard allowed for theoretical models to be used for larger materials where appropriate test data were not currently available. This article reports the results of mechanical tests evaluating the effects of incising on flexural properties of nominal 3x and 4x (64- and 89-mm)-thick by 184-mm (7.25-in)-wide Douglas fir and western hemlock lumber. It uses these data to develop potential engineering design adjustment factor(s) for incised nominal 2x (64- and 89-mm)-thick lumber and discusses theoretical modeling to predict those factors. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aWood$xPreservation. =650 \0$aWood poles$xTesting. =700 1\$aBernhardt, Butch,$eauthor. =700 1\$aBrooks, Dallin,$eauthor. =700 1\$aSinha, Arijit,$eauthor. =700 1\$aMorrell, Jeffrey J.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200308.html =LDR 03762nab 2200553 i 4500 =001 JTE20200558 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200558$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200558$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH45 =082 04$a673.7322$223 =100 1\$aArivazhagan, Adhiyamaan,$eauthor. =245 10$aInfluence of Magnesium Infiltration on Compressive Behavior of Additively Manufactured Porous Ti6Al4V Structure /$cAdhiyamaan Arivazhagan, Prabhu Raja Venugopal, Ashfaq Mohammad, K. R. Ravi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAs the next generation of metallic implants, Ti6Al4V porous structures have captivated more attention; however, the primitive compressive strength of the Ti6Al4V material is drastically reduced in its porous form while matching its Young’s modulus with that of the bone to avoid ‘stress-shielding effect’. This work sheds light on an unconventional approach to develop a metallic implant that addresses the twin demands of having high compressive strength and low Young’s modulus matching with that of the bone. This study focuses exclusively on the compressive behavior because most of the implants like hip and knee prosthesis are subjected to compressive loading. Porous Ti6Al4V structures with porosity ranging from 60–75 % are fabricated using electron beam melting, an additive manufacturing technique. And then, a pressureless infiltration technique is carried out to infiltrate pure magnesium, a good biodegradable material, into the porous structures by casting process. The compressive behavior of the infiltrated structures is analyzed and compared with porous Ti6Al4V structures. The compressive strength of the porous Ti6Al4V structures is enhanced up to 200 % after infiltrating it with biodegradable magnesium without much change in the modulus, making it a good candidate for the biomedical metallic implants. Moreover, the stress-strain characteristics of the magnesium-infiltrated Ti6Al4V samples exhibited ductile nature when compared with the stress-strain curves of the porous Ti6Al4V samples, which showed brittle nature, thereby enhancing the energy-absorbing quality of the metallic implant. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aCompressors. =650 \0$aTitanium alloy. =650 \0$aConstruction element. =700 1\$aVenugopal, Prabhu Raja,$eauthor. =700 1\$aMohammad, Ashfaq,$eauthor. =700 1\$aRavi, K. R.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200558.html =LDR 03762nab 2200553 i 4500 =001 JTE20200577 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200577$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200577$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA410 =082 04$a620.11292$223 =100 1\$aTagawa, Tetsuya,$eauthor. =245 10$aExperimental Proof of Reverse Bending Technique for Modifying Weld Residual Stress in Weld CTOD Specimen and Comparison of Effect with Other Techniques /$cTetsuya Tagawa, Yasushi Morikage, Takahiro Kubo, Tsunehisa Handa, Yoshiki Mikami, Tomoya Kawabata. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn fracture toughness testing of welds, weld residual stress often makes it difficult to obtain a straight precrack front. Therefore, BS 7448-2, Fracture Mechanics Toughness Tests. Method for Determination of KIc, Critical CTOD and Critical J Values of Welds in Metallic Materials, and ISO 15653, Metallic Materials – Method of Test for the Determination of Quasistatic Fracture Toughness of Welds, recommend techniques for modifying weld residual stress to achieve a straight precrack front. BS 7448-2 prescribes three techniques: local compression, reverse bending, and a stepwise high stress ratio (R-ratio) technique. However, in ISO 15653, which was newly published in 2010, the reverse bending technique was rejected because detailed conditions for obtaining a reliable effect were not provided. In the revision of ISO 15653 in 2018, the reverse bending technique was revived with a proposal of appropriate conditions. The present paper reviews the conditions of reverse bending proposed in the revision of ISO 15653, together with the technical background. The effectiveness of the proposed reverse bending conditions is demonstrated experimentally by precracking in weld specimens with a thickness of 127 mm (5 inches). The effects of the two other techniques, i.e., the local compression and stepwise high R-ratio techniques, are also examined, and the effects of each technique on crack front straightness and the required fatigue cycles to finalize precracking are discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aMaterials$xTesting. =650 \0$aTesting. =700 1\$aMorikage, Yasushi,$eauthor. =700 1\$aKubo, Takahiro,$eauthor. =700 1\$aHanda, Tsunehisa,$eauthor. =700 1\$aMikami, Yoshiki,$eauthor. =700 1\$aKawabata, Tomoya,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200577.html =LDR 03762nab 2200553 i 4500 =001 JTE20200320 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200320$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200320$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGC221.2 =082 04$a363.3494$223 =100 1\$aRadha, S.,$eauthor. =245 10$aQueuing Strategy in Deep-Ocean Assessment and Reporting of Tsunamis (DART) /$cS. Radha, S. Maragathasundari, P. Manikandan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis paper investigates an examination on a lining system in Deep-ocean Assessment and Reporting of Tsunamis (DART). DART is an element of an improved tsunami warning system. By changing the order in solar high temperature and thickness and diffusing the information through an outward float to a station on the ground by satellite, DART empowers moment and precise tidal wave gauges. Here we study a Queuing issue that occurs during the hour of DART. The Queuing issue is changed into a scientific Queuing model, and it is settled by methods for a supplementary variable procedure of a lining process. We infer the likelihood of creating a function of the queue size and the exhibition proportions of the framework viz. mean length of the queue size and normal waiting time of the line. Likewise, we figure the inactive time and usage factor of the base weight recorder (Server). The model is very much clarified by the methods for diagrammatic portrayal. The model is all-around clarified in detail by the methods for its application. In addition, it is all-around legitimized by the methods for numerical representation and graphical methodology. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aTsunamis$xEnvironmental aspects. =700 1\$aMaragathasundari, S.,$eauthor. =700 1\$aManikandan, P.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200320.html =LDR 03762nab 2200553 i 4500 =001 JTE20200706 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200706$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200706$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD39.3.E46 =082 04$a541$223 =100 1\$aRiley, John T.,$eauthor. =245 10$aMacro Thermogravimetric Analyzers :$bVersatile and Underutilized Analytical Instruments /$cJohn T. Riley, Mason Marsh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThermogravimetric analysis (TGA) is an analytical technique in which changes in physical and chemical properties of materials are measured as a function of temperature or time or both. TGA is commonly used to determine selected characteristics of materials that exhibit either mass loss, or gain, because of decomposition, oxidation, reduction, or loss of volatile material, such as moisture. Common applications of TGA are materials characterization through analysis of characteristic decomposition patterns and determination of combustible materials and combustion residues from a sample. Macro thermogravimetric analyzer (macro TGA) systems that use gram-size samples have been used for almost four decades for routine laboratory measurements, especially those measurements that monitor industrial processes. The larger sample sizes allow more accurate mass measurements for characterization of materials. Larger sample sizes also reduce the effects of uneven particle sizes and uneven distribution of properties between particles. Macro TGAs are automatic multi-sample analyzers with a multi-position sample carousel. Widespread use of these systems has led to the development of at least four ASTM International standard test methods that use macro TGAs. Other standard test methods using macro TGAs are in the process of being developed by ASTM International. Some other countries have developed, or are in the process of developing, standard test methods that use macro TGA instrumentation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aMeasurement Science and Instrumentation. =650 \0$aPolymer Sciences. =650 \0$aChemistry. =700 1\$aMarsh, Mason,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200706.html =LDR 03762nab 2200553 i 4500 =001 JTE20200683 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200683$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200683$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA347.F5 =082 04$a620.001515353$223 =100 1\$aUllner, Christian,$eauthor. =245 10$aUncertainty of Elastoplastic Material Parameters Calculated from the Spherical Indentation in the Macro Range /$cChristian Ullner, Andreas Subaric-Leitis, Matthias Bartholmai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe applicability of three methods developed by finite element method (FEM) and proposed in the literature are studied on steel S355. Instrumented indentation tests using spherical indenters of radius 200 and 500 µm are performed in the macro range at depths of more than 6 µm. The results of the selected methods are compared with the tensile test. To evaluate the partially strongly varying results, the uncertainties of the calculated strain hardening exponent, n, and yield stress, Y, are estimated. Recommendations for an appropriated procedure of the indentation test are given. The machine compliance and the determination of the zero point of depth play an essential role. If the certain conditions are considered, the instrumented indentation tests can be used, in particular for investigations of specimens with inhomogeneous elastoplasticity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aElastoplastic deformation. =650 \0$aStress-strain relationship. =650 \0$aNumerical model. =700 1\$aSubaric-Leitis, Andreas,$eauthor. =700 1\$aBartholmai, Matthias,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200683.html =LDR 03762nab 2200553 i 4500 =001 JTE20190845 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190845$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190845$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.14 =082 04$a620.11233$223 =100 1\$aShen, Zuo,$eauthor. =245 10$aStudy of the Distribution and Change Law of Stress in Subgrade Immersed in Water in the Hetao Irrigation Area /$cZuo Shen, Li Jin, Cui Xin-zhang, Yu Miao-zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe Bayan Nur Section of the Jing-Xin Expressway is located in the Hetao irrigation area. In this area, open river flooding is employed to irrigate the farmland, which causes seasonal subgrade immersion. With the fluctuation in the water levels, the water content of the subgrade soil increases, and the soil strength decreases due to water infiltration and capillary action. Thus, a field test section is built for long-term monitoring of the earth pressure, pore pressure, and settlement, and gravel cushion and reinforcement materials are utilized to reinforce the foundation in the test section. The test results show that the tidal variation in the groundwater level is obvious during the irrigation season, with the maximum increase in the pore pressure being 147.7 %, and the highest water level being 0.9 m above the ground. The change of subgrade soil moisture content and subgrade buoyancy results in the change of subgrade base pressure direction. The pressure distribution of the subgrade base after the reinforcement of the sand-gravel cushion and geotechnical materials presents an inverted bell type, which is similar to the pressure distribution of the rigid foundation base. The restraint and tension film effect of the cushion and reinforcement materials helps in improving the rigidity of the subgrade base. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aSteel$xFatigue. =650 \0$aResidual stress. =700 1\$aJin, Li,$eauthor. =700 1\$aXin-zhang, Cui,$eauthor. =700 1\$aMiao-zhang, Yu,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20190845.html =LDR 03762nab 2200553 i 4500 =001 JTE20200510 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200510$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200510$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD38.5 =082 04$a670$223 =100 1\$aJeyadurga, P.,$eauthor. =245 10$aMultiple Deferred State Sampling Plan for Exponentiated New Weibull Pareto Distributed Mean Life Assurance /$cP. Jeyadurga, S. Balamurali. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article proposes a methodology of designing the multiple deferred state acceptance sampling plan for assuring lifetime of the products when the underlying distribution of lifetime is exponentiated new Weibull-Pareto. Inspection of the sample items is done based on attribute quality characteristics under a time truncated life test. A number of tables are constructed using attribute multiple deferred state acceptance sampling plans of some specified value for mean lifetime ratio that may be obtained under the exponentiated new Weibull-Pareto model. The consequence of misspecification of the shape parameter and the role of the number of successive lots needed for sentencing current lot are investigated. A procedure for implementing the proposed plan for life-testing applications is included. The performance of the proposed plan is compared in terms of the average sample number required as well as discriminating power. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aOperations Research, Management Science. =650 \0$aArtificial Intelligence (incl.Robotics) =650 \0$aComputational Intelligence. =700 1\$aBalamurali, S.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200510.html =LDR 03762nab 2200553 i 4500 =001 JTE20200177 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200177$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200177$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA7 =082 04$a620$223 =100 1\$aShinde, Ninad Sanjeev,$eauthor. =245 10$aEffect of Slenderness Ratio of the Specimen on Resonant Column Test Results /$cNinad Sanjeev Shinde, Jyant Kumar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTo investigate the effect of the slenderness ratio (L/d) of the specimen, resonant column (RC) tests were conducted on dry sand specimens by using three different values of L/d, namely 2, 3, and 4, keeping the same diameter (d = 50 mm) to measure the shear moduli and material damping associated with the shear strain varying approximately from 0.0004 to 0.03 %. For the sake of the comparison, bender element (BE) tests were also performed on the same specimens to examine the effect of L/d on the shear moduli. Different combinations of relative densities and isotropic confining pressures were employed. The current experimental findings based on the simplified theory, which is widely used for analyzing the RC test results, reveal that the measured shear moduli of the specimens become higher for a slender specimen. On the other hand, the damping values were found to be only marginally affected with the changes in L/d. For greater L/d, generally the damping values were found to be slightly higher, especially with greater relative densities. The BE tests, on the other hand, hardly illustrate any variation in shear moduli with the changes in L/d. The shear wave velocities (Vs) from the BE tests were found to be a little greater as compared with the RC tests, and the difference between two sets of results becomes narrower with an increase in L/d. This study reveals that it will be more appropriate to use a L/d equal to 4 rather than 2, especially when testing at isotropic confining pressure ≥ 500 kPa. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aDamping (Mechanics) =650 \0$aComputer Graphics. =700 1\$aKumar, Jyant,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200177.html =LDR 03762nab 2200553 i 4500 =001 JTE20200337 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200337$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200337$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA410 =082 04$a620.195$223 =100 1\$aAndenæs, Erlend,$eauthor. =245 10$aEffects of Atmospheric Pressure on Water Absorption in Plastic Insulation – A Laboratory Investigation /$cErlend Andenæs, Anna E. Stagrum, Tore Kvande, Jardar Lohne. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPlastic insulation materials, particularly polystyrene insulation, are widely used in the construction sector because of their good insulating capabilities and mechanical stability. However, in many building applications, the insulation materials are exposed to high levels of moisture over prolonged periods, which increases the thermal conductivity of the material and may facilitate growth of fungi. In order to minimize the extent and impact of moisture absorption in plastic insulation, more knowledge is sought on the exact process by which water is absorbed. In this article, tests of water absorption by complete immersion are carried out on expanded polystyrene (EPS) and extruded polystyrene (XPS), following Method 2A of the European Standard EN 12087:2013, Thermal Insulating Products for Building Applications - Determination of Long Term Water Absorption by Immersion, but over a longer duration (227 days) and with more frequent measurements than mandated by the standard. Over 91 days, EPS was found to absorb an amount of water approximately four times its dry mass. Observations indicate that the water absorption of EPS is significantly influenced by fluctuations in atmospheric pressure. A drop in pressure of 50 hPa between two measurements 1 week apart led to a 15 wt.% decrease in the water content of submerged EPS samples. XPS was found to absorb significantly less moisture than EPS, with a weight increase less than 15% over 91 days and with negligible influence from variations in atmospheric pressure. The impact of atmospheric pressure fluctuation is currently not accounted for in any testing standards. As such, this article uncovers a major source of uncertainty in the testing procedure of EN 12087:2013 and its ASTM counterparts. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aPolystyrene. =650 \0$aInsulating materials$xTesting. =700 1\$aStagrum, Anna E.,$eauthor. =700 1\$aKvande, Tore,$eauthor. =700 1\$aLohne, Jardar,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200337.html =LDR 03762nab 2200553 i 4500 =001 JTE20200590 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200590$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200590$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE266 =082 04$a625.8$223 =100 1\$aAlkuime, Hamza,$eauthor. =245 10$aEvaluation and Development of Performance-Engineered Specifications for Monotonic Loading Cracking Performance Assessment Tests and Indicators /$cHamza Alkuime, Emad Kassem, Fouad M. S. Bayomy, Richard J. Nielsen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study investigated the validity of various monotonic cracking performance assessment testing standards and indicators to describe the expected cracking performance in the field. A total number of 17 field test sections with known field cracking performance were selected and evaluated. Field cores were extracted from these sections, and a comprehensive laboratory testing program was carried out. The authors conducted four monotonic testing standards and calculated 11 performance indicators. The study findings showed that there was no direct correlation between the laboratory testing results of monotonic tests and indicators and the observed field cracking performance. The variable air void content and thickness of the extracted field cores are believed to influence the laboratory testing results of monotonic tests and indicators. Therefore, this study proposed an alternative approach to develop performance specifications (thresholds) for monotonic tests and indicators. The thresholds were developed indirectly using a correlation between cyclic testing and both monotonic tests and the observed field cracking performance. The results demonstrated the effectiveness and success of the proposed approach in developing performance thresholds. Pass/fail cracking performance assessment thresholds were proposed for various monotonic indicators to distinguish between asphalt mixes with good, fair, and poor cracking resistance. Besides, the study recommends the Weibull cracking resistance index, determined from the indirect tension test, as a simple performance indicator to assess mixes resistance to cracking. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aPavements, Asphalt$xTesting. =700 1\$aKassem, Emad,$eauthor. =700 1\$aBayomy, Fouad M. S.,$eauthor. =700 1\$aNielsen, Richard J.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200590.html =LDR 03762nab 2200553 i 4500 =001 JTE20200589 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200589$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200589$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.C3 =082 04$a620.193$223 =100 1\$aFan, Suying,$eauthor. =245 10$aEffects of Prepared Carbon Nanofibers on Properties of Emulsified Asphalt /$cSuying Fan, Chixuan Li, Tao Xu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTo prepare new carbon nanofiber (CNF) for improving properties of emulsified asphalt, CNF-I were first prepared by chemical vapor deposition method. Then the microstructure morphology, specific surface area, pore size distribution, and crystal structure of prepared CNF-I were characterized and compared with those of commercial CNF-II using a field emission scanning electron microscope, automatic specific surface area and aperture distribution instrument, and X-ray diffractometer, respectively. Also, CNF-I and styrene-butadiene-styrene (SBS) latex were utilized to prepare composite modified emulsified asphalt (CS/MEA) and its evaporated residue (ER) samples. Then basic properties of CS/MEA were tested, the dispersity of CNF-I and SBS modifier particles in ER were observed using a confocal laser scanning microscope, and the thermal properties of ER were discussed by using a differential scanning calorimeter. Test results indicate that prepared CNF-I shows cleaner microscopic surface morphology and lower agglomeration degree. The purity and graphitization degree of CNF-I are higher than those of CNF-II, so that the atomic interlaminar force of CNF-I is stronger and the crystal structure is tighter. These improve the surface activity and bonding performance of CNF-I with asphalt. Therefore, CNF-I is selected as a modifier to reinforce emulsified asphalt. Next, basic properties of CS/MEA meet relevant technical requirements. The addition of CNF-I decreases the penetration but increases the softening point of ER. The ductility is first increased and then decreased and reaches the maximum value at the CNF-I content of 0.05 weight percent (wt%). Further, CNF-I forms a spatial network structure in ER and improves the swelling degree of SBS, which causes the phase structure of ER to become more stable. However, when the CNF-I content is higher than 0.05 wt %, the agglomeration occurs to decrease properties of emulsified asphalt. It is found that prepared CNF-I improves properties of emulsified asphalt at the CNF-I content of 0.05 wt %, which is proposed to develop new CS/MEA. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aCarbon nanofibers. =700 1\$aLi, Chixuan,$eauthor. =700 1\$aXu, Tao,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200589.html =LDR 03762nab 2200553 i 4500 =001 JTE20200465 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200465$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200465$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE175 =082 04$a625.7$223 =100 1\$aRoberto, Antonio,$eauthor. =245 10$aEvaluation of the Role of Reclaimed Asphalt Pavement Preheating on Cracking Behavior of Hot Mix Asphalt Recycled Mixtures by Digital Image Analysis /$cAntonio Roberto, Jan B. Król, Elena Romeo, Adam Liphardt, Gabriele Tebaldi, Antonio Montepara. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn the last few decades, the need for reducing the exploitation of finite sources has led to an increasing use of reclaimed asphalt pavement (RAP) for the construction, maintenance, and rehabilitation of road pavements. During hot mix asphalt (HMA) plant production, RAP can be added at ambient temperature or preheated into special drums. When designing an RAP mixture, it is essential to dose the correct amount of virgin binder according to the percentage of the reactivated aged one. RAP preheating plays a key role in this process, although no reliable methods are available for achieving an accurate estimation. This article presents an innovative digital image-based methodology, named overlapped digital image (OIA) analysis, to better understand the role of reactivated binder on the cracking behavior of HMA-RAP mixtures. A recycled mixture was produced in the laboratory by adding RAP both at room temperature (25°C) and after preheating (150°C) and subsequently tested according to the Superpave IDT at 10°C and 25°C. The tests were combined with the OIA analysis to identify how the strain patterns and the initiation and propagation of fractures developed, according to the reactivation of the aged asphalt binder. The results show important outcomes in terms of cracking behaviors highlighting the important role of RAP preheating for inducing aged binder reactivation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aPavements, Asphalt$xRecycling$xIllinois. =650 \0$aPavements, Asphalt$xRecycling$xBibliography. =650 \0$aPavements, Asphalt$x Recycling. =700 1\$aKról, Jan B.,$eauthor. =700 1\$aRomeo, Elena,$eauthor. =700 1\$aLiphardt, Adam,$eauthor. =700 1\$aTebaldi, Gabriele,$eauthor. =700 1\$aMontepara, Antonio,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200465.html =LDR 03762nab 2200553 i 4500 =001 JTE20190688 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190688$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190688$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.1/93$223 =100 1\$aChen, Jian,$eauthor. =245 10$aA Comparative Analysis of Carbon Fiber–Reinforced Polymers Subjected to Lightning Damage Tests with Conical Electrodes and Jet Diverting Electrodes /$cJian Chen, Zhibao Li, Zhengcai Fu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe results in the damage testing of carbon fiber–reinforced polymers (CFRPs) subjected to simulated lightning strikes are affected by the type of discharge electrodes employed in the laboratory. In this work, two kinds of discharge electrodes, a conical electrode and a jet diverting electrode, were discussed for use in the CFRP-lightning strike testing. The CFRP damage responses to different electrodes were characterized and compared in terms of surface damage area, internal delamination, temperature distribution, pressure distribution, high-temperature gas expansion, and residual flexural strength. The electric arc formed by the conical electrode was more concentrated than that under the jet diverting electrode configuration, thereby producing a smaller surface and internal damage area but a deeper damage depth. The residual mechanical properties of CFRPs tested with the conical electrode decreased significantly under lightning strikes. The discharge channel was uncontrollable by utilizing the jet diverting electrode, and the test results were more dispersed than the results under the conical electrode, which was not conducive to the damage analysis or the repetition of testing. Therefore, the conical electrode is recommended in CFRP-lightning damage testing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aFibrous composites. =650 \0$aCarbon fibers. =700 1\$aLi, Zhibao,$eauthor. =700 1\$aFu, Zhengcai,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20190688.html =LDR 03762nab 2200553 i 4500 =001 JTE20200476 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200476$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200476$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP360 =082 04$a333.9539$223 =100 1\$aDeshmukh, Gopal Kumar,$eauthor. =245 10$aImpact of Temperature on the Spray Characteristics of Jatropha Curcas Biodiesel and Diesel Fuel Blends /$cGopal Kumar Deshmukh, Ameenur Rehman, Rajesh Gupta. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThere is an increasing demand of energy because of an increase in the number of vehicles with internal combustion engines, because of which industrial and automotive fields are concerned about fossil fuel depletion, environmental issues, and energy conservation. These challenges force the world to explore other alternative sources of energy. The extensive use of biodiesel as compression ignition engine fuel has further compelled the researchers to regulate the emission and improve the engine performance. Fuel spray behavior affects mixture formation, and this affects engine combustion and performance. This research work involves the evaluation of the relationship between spray parameters of used Jatropha curcas biodiesel fuel, including spray penetration, cone angle, and preheating temperature, compared with diesel fuel, conducted at ambient condition. In addition to this, the high-speed spray pattern photography is undertaken by using single-hole and multi-hole injectors. The spray behavior is analyzed through spray parameters such as spray cone angle and spray penetration for all test fuels. The fuel temperature has a strong relationship with spray behavior at high temperatures; as the fuel temperature increases, the spray tip penetration decreases due to the evaporation of the fuel having a low boiling point and good fuel atomization, which leads to smaller droplets and an increase in spray cone angle with the increase in temperature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aBiomass energy. =650 \0$aBiodiesel fuels$xEnvironmental aspects. =650 \0$aJatropha. =700 1\$aRehman, Ameenur,$eauthor. =700 1\$aGupta, Rajesh,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200476.html =LDR 03762nab 2200553 i 4500 =001 JTE20200721 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200721$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200721$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.7 =082 04$a620.126$223 =100 1\$aZhao, Yong,$eauthor. =245 10$aExperimental Study on Impact Fracture of Side-Wing Offset Crack in Jointed Medium /$cYong Zhao, Renshu Yang, Cheng Chen, Zhuangzhuang Li, Yatian Liu, Liyun Ding. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aHerein, to explore the interaction between joint and moving cracks under dynamic loads, bonded polymethyl methacrylate (PMMA) was selected to simulate the medium-containing joint. Using digital laser dynamic caustics experiments and the precrack offset distance as a single variable, the interaction mechanism between the moving crack and joint was investigated from the macro and micro perspectives. The failure mode of the specimens displayed significant differences. According to the fracture form when the crack passes the joint, it can be divided into three types: Type 1: the crack propagates directly along the original path when passing through the joint; Type 2: when the crack passes through the joint, it moves a certain distance along the joint and then cracks again to form a crack; Type 3: the crack moves for a certain distance along the joint and then cracks again to form main cracks and several subcracks of different lengths. With an increase in offset distance, the angle between the crack and joint decreases nonlinearly when passing through the joint, and the ability of the crack to propagate through the joint is continuously weakened. The macroscopic manifestation for the phenomenon is that the displacement of the crack along the joint movement gradually rises in steps. The offset distance of the crack along the joint and the number of cracks after passing through the joint were affected by the energy release rate along the joint direction. The microscopic appearance is that when the crack passes the joint, the stagnation time presents a gradually rising trend. The physical quantities such as the stress intensity factor at the initiation of the crack tip, the initial crack initiation time, and the time for the crack to penetrate the specimen all displayed a gradual enhancement with the increase in offset distance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aMaterials$xCracking. =650 \0$aSurfaces (Technology) =650 \0$aFracture mechanics. =700 1\$aYang, Renshu,$eauthor. =700 1\$aChen, Cheng,$eauthor. =700 1\$aLi, Zhuangzhuang,$eauthor. =700 1\$aLiu, Yatian,$eauthor. =700 1\$aDing, Liyun,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200721.html =LDR 03762nab 2200553 i 4500 =001 JTE20200656 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200656$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200656$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP986.A2 =082 04$a668.41$223 =100 1\$aAlecci, Valerio,$eauthor. =245 10$aReliability of Different Test Setups and Influence of Mortar Mixture on the Fabric-Reinforced Cementitious Matrix-to-Brick Bond Response /$cValerio Alecci, Sara Barducci, Mario De Stefano, Stefano Galassi, Raimondo Luciano, Luisa Rovero, Gianfranco Stipo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe results of four different bond tests, conducted on specimens made of bricks and fabric-reinforced cementitious matrix (FRCM) composite strips, are presented in this article. The composites consisted of a basalt textile embedded in four types of inorganic matrices: a commercial product made of lime mortar and three different mortars properly prepared in the laboratory. Bond tests were carried out to highlight variations in the bond behavior of the four composites. The experimental campaign, for all the tested composites, confirmed that the debonding mechanism occurs at the textile-matrix interface with large differences, in terms of load carrying capacity, between the four typologies of FRCM composite. In particular, composites made up of a commercial matrix were demonstrated to be the best ones to fully exploit the tensile strength, whereas composites made up of cement-lime mortar showed the worst bond behavior. Furthermore, the results of the four bond tests conducted on the same type of composite were compared to evaluate the reliability of the different types of bond tests. Among the apparatus used to conduct the four bond tests, the single shear test was demonstrated to be the most effective for determining the actual bond performances of FRCM composites. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aPlastics. =650 \0$aReinforced plastics. =700 1\$aBarducci, Sara,$eauthor. =700 1\$aStefano, Mario De,$eauthor. =700 1\$aGalassi, Stefano,$eauthor. =700 1\$aLuciano, Raimondo,$eauthor. =700 1\$aRovero, Luisa,$eauthor. =700 1\$aStipo, Gianfranco,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200656.html =LDR 03762nab 2200553 i 4500 =001 JTE20200298 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200298$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200298$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA706 =082 04$a624.15132$223 =100 1\$aJia, Peng,$eauthor. =245 10$aEffect of Unloading Direction on Rock Failure under True Triaxial Stress Conditions /$cPeng Jia, Nan Yang, Dong-qiao Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aRock failures induced by excavation unloading in the direction of the minimum principal stress σ3 and the intermediate principal stress σ2 were numerically simulated and analyzed. The damage evolution process, the failure mode, and the failure mechanism under the two conditions were investigated. The results show that the unloading direction of the principal stress has a significant impact on the rock failure mode. Under the same triaxial stress level, when unloading σ3, rock failure is mainly caused by localized tensile-shear composite failure; when unloading σ2, rock failure is mainly caused by tensile buckling failure. When unloading σ3, the damage is mainly concentrated near the free surface; however, when unloading σ2, the damage range increases and develops toward the interior of the rock. The greater the intermediate principal stress is before unloading, the larger the number of splitting fractures and the magnitude of dilatation are, and the smaller the thickness of the splitting plate is. These results may shed light on the prevention and mitigation of rock instability in deep underground engineering. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aRock mechanics. =650 \0$aRock mechanics$xComputer simulation. =700 1\$aYang, Nan,$eauthor. =700 1\$aLiu, Dong-qiao,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200298.html =LDR 03762nab 2200553 i 4500 =001 JTE20200272 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200272$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200272$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.A6 =082 04$a620.18623$223 =100 1\$aYang, Yang,$eauthor. =245 10$aMicrostructure Evolution of Peak-Aged ZK60 Magnesium Alloy under High Strain Rate Deformation /$cYang Yang, Shuangjun Yang, Zhen Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe microstructure evolution of peak-aged ZK60 magnesium alloy under high strain rate deformation was studied by the radial collapse of a thick-walled cylinder technique and transmission electron microscope. The results showed that the rod-like β1’ phase was the main precipitated phase in the peak-aged ZK60 magnesium alloy, and precipitate-free regions were present along the grain boundaries. A large number of twins and dislocations were produced in the sample within 4.0 μs after high strain rate loading, and a number of thin and long rod-like β1’ phases were observed within the dislocated tangle of the deformed sample. The length and diameter of the rod-like phases in the samples were gradually reduced, and some of the rod-like phases were converted into spherical phases with increasing strain rate, which indicated that the original precipitated phases were partly dissolved after high strain rate loading. The microhardness of the samples increased from HV80.12 to HV101.20 as the strain rate increased. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aMagnesium alloys$xCorrosion. =650 \0$aCorrosion and anti-corrosives. =700 1\$aYang, Shuangjun,$eauthor. =700 1\$aWang, Zhen,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200272.html =LDR 03762nab 2200553 i 4500 =001 JTE20200779 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200779$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200779$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA705 =082 04$a624.151$223 =100 1\$aZhang, Li,$eauthor. =245 10$aExperimental Investigation on the Mechanism of Piping in Different Two-Stratum Levee Foundations with Weak Spots /$cLi Zhang, Chen Wang, Mengmeng Lu, Fayun Liang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aEarthen levees along rivers may break down because of piping; this is especially the case for levees built on two-stratum levee foundations with an impervious stratum and an underlying pervious substratum. However, the initial stage of this piping is difficult to recognize because finding the piping outlets along the whole levee is challenging. Practical experience confirms that weak spots, such as holes or thickness reductions in the blanket stratum, usually occur at the levee toe. Some of these are harmless, whereas others are not. This study takes weak spots into consideration and provides a detailed description and evaluation of the piping features. Experiments were conducted on three models with different pervious conditions in a flume. Weak spots caused by holes, a thickness reduction, or exposure of the substratum at the levee toe were tested. The results show that the thickness reduction influences the formation of continuous sand boiling once the confined water bursts the blanket stratum. The potential for piping is reduced when the pervious substratum is composed of thin and uniform soil. In the absence of a covering stratum, piping happens with sand boiling. Three typical phenomena, namely sand boiling near the levee toe, a pressure decrease of the confined water, and a rise in the hydraulic gradient in the pervious substratum, could be used as indicators of the occurrence of piping. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aSeepage$xMathematical models. =650 \0$aPiping. =700 1\$aWang, Chen,$eauthor. =700 1\$aLu, Mengmeng,$eauthor. =700 1\$aLiang, Fayun,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200779.html =LDR 03762nab 2200553 i 4500 =001 JTE20200588 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200588$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200588$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTC180 =082 04$a627.042$223 =100 1\$aYang, Gui,$eauthor. =245 10$aLaboratory and Constitutive Modeling of Critical State Behavior of Rockfill Aggregates Mixed with Polymer /$cGui Yang, Xianhong Hu, Qian Feng, Sanjay Nimbalkar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn order to increase the strength and deformation properties of coarse aggregates, the polymer was used as an additive. In this study, a series of triaxial tests were performed to analysis the effect of polymer content on the strength, deformation, and critical state of rockfill aggregates. It is found that the deformation properties are the same for different polymer contents. As the polymer content increases, the peak stress increases, and the volume strain decreases. The addition of polymer mainly led to inducing cohesion in rockfill aggregates while showing a marginal influence on friction angle. The average effective stress, which considered the cohesion of polymer as additional effective stress, was modified. It was observed that the critical state envelopes in q–p′pc and e–p′pc were not much influenced by the addition of polymer. A state parameter is used as a function of void ratio and pressure. A boundary surface model of polymer rockfill aggregates based on the critical state approach was proposed. The performance of the model is demonstrated by the results of triaxial tests. The study shows the model could effectively capture the influence of polymer contents and confining pressures on strength and deformation characteristics of rockfill aggregates. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aRockfills. =650 \0$aHydraulic structures$xDesign and construction. =700 1\$aHu, Xianhong,$eauthor. =700 1\$aFeng, Qian,$eauthor. =700 1\$aNimbalkar, Sanjay,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200588.html =LDR 03762nab 2200553 i 4500 =001 JTE20200691 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200691$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200691$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aDu, Shaowen,$eauthor. =245 10$aThe Optimum Pre-mixing Water Content in Asphalt Emulsion Mixture with Cement /$cShaowen Du. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe pre-mixing of water is recommended to be added into asphalt emulsion mixture (AEM). However, there is no widely applied method to determine the optimum pre-mixing water (OPW) value during the mixture design. In this study, the OPW values of AEM with cement are determined based on the visual observation of loose mixture, maximum density, and indirect tensile strength (ITS) of compacted mixtures. The effect of different OPW contents on the air voids, ITS, and moisture susceptibility of the mixture is investigated. Furthermore, the cement-asphalt mastic and the mixture with different OPW contents are analyzed by X-ray diffraction analyzer and environmental scanning electron microscope. The results indicate that the different methods lead to more diverse OPW values than the change of cement content or emulsion content does. The visual observation method obviously underestimates or overestimates OPW values compared with other two methods. The higher OPW content from the visual observation is beneficial to reduce the negative effect of asphalt film on hydration reaction, which improves the hydration reaction of cement. However, this OPW value leads to many small pores in the interface zone of the aggregate-mastic, which brings a negative effect on the ITS and moisture resistance of the mixtures. It is suggested that the maximum ITS method should be used to determine the OPW value. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aMicrostructure. =650 \0$aPavements, Asphalt concrete$xMaterials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200691.html =LDR 03762nab 2200553 i 4500 =001 JTE20200367 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200367$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200367$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA462 =082 04$a691.7$223 =100 1\$aXia, Runchuan,$eauthor. =245 10$aStudies on the Spatial Location Method of Corrosion Defect in Bridge Cable Considering Self-Magnetic Flux Leakage Effect /$cRunchuan Xia, Hong Zhang, Jianting Zhou, Leng Liao, Haibo Di, Zeyu Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTo detect the hidden defects of ferromagnetic components, it is crucial to first locate the position of defects. In this paper, the three-dimensional magnetic dipole model of a solid columnar structure with a sector cube defect was built to theoretically explain the self-magnetic flux leakage effect of the bridge-stayed cable. The uniform or linear distribution of charge density on specific defect planes was considered in the model. Then, an experimental study on the defective steel strand cable specimens under different corrosion degrees was carried out. The results show that the corrosion accelerates the variation of magnetic signal Bz near the corrosion region, and the phenomenon is consistent with the theoretical model. Moreover, the relationship between the normalized signal Bznor and the corrosion factor αφ reveals the influence of the corrosion defect on the magnetic signal intensity in different detection positions, demonstrating the three-order polynomial growth trend. Combined with the axial and the circumferential scanning, the spatial location method of the corrosion defect was proposed for the detection of the bridge-stayed cable. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aCorrosion and anti-corrosives. =700 1\$aZhang, Hong,$eauthor. =700 1\$aZhou, Jianting,$eauthor. =700 1\$aLiao, Leng,$eauthor. =700 1\$aDi, Haibo,$eauthor. =700 1\$aZhang, Zeyu,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200367.html =LDR 03762nab 2200553 i 4500 =001 JTE20200079 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200079$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200079$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE153 =082 04$a625.733$223 =100 1\$aMistry, Mohit K.,$eauthor. =245 10$aConsolidation and Hydraulic Conductivity of High-Plastic Clay Reinforced with Waste Tire Fibers /$cMohit K. Mistry, Shruti J. Shukla, Chandresh H. Solanki, Sanjay Kumar Shukla. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aExtreme shrinkage, high swelling, excessive settlement, and low shear strength are some undesirable properties of clayey soils. Stabilizing the clayey soil by means of chemical admixtures has been widely adopted in the past. As an alternative to these traditional techniques, the present study proposes an economical and environmentally friendly solution that involves the use of waste tire fibers in clayey soil. The waste tire fibers of three aspect ratios of 9, 6.4, and 4.5 were mixed with four different contents, i.e., 0.25, 0.50, 0.75, and 1.00 %, in clayey soil. In the present study, the one-dimensional consolidation behavior of fiber-reinforced clayey soil was investigated with the help of various consolidation parameters. Test results have confirmed that the swelling nature of clayey soil can be controlled remarkably well with the addition of waste tire fibers. The significant reduction in the settlement was observed for the low aspect ratio fibers. The results show that the rate of consolidation of clayey soil increases considerably with the addition of longer and thicker fibers. Thus, the time required for 90 % consolidation is reduced from 64 to 40 minutes for untreated clayey soil. With an increase in fiber content and size, the void ratio in fiber-reinforced clayey soil increased, which further leads to an increase in hydraulic conductivity. It can be stated that the utilization of waste tires as a reinforcing material in clayey soil can be an economical option for the construction industry mainly because it is an ecofriendly use of tire disposal. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aBiodegradability. =650 \0$aFibers. =650 \0$aSoft clay. =700 1\$aShukla, Shruti J.,$eauthor. =700 1\$aSolanki, Chandresh H.,$eauthor. =700 1\$aShukla, Sanjay Kumar,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200079.html =LDR 03762nab 2200553 i 4500 =001 JTE20200489 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200489$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200489$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.5 =082 04$a624.151$223 =100 1\$aGan, Fei,$eauthor. =245 10$aAnalysis of Progressive Failure between Soil and Structure Interface in the Direct Shear Test Using a New Method /$cFei Gan, Jing Bi, Teng Cao, Pengfei Liu, Chaolin Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (23 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn recent years, the trend of landslide disasters increases year by year with the rapid development of economic construction. The landslide caused massive casualties and economic losses. In this paper, a new kind of stress-displacement sensor, which can monitor the stress and displacement of local points on the contact surface, is developed. A large indoor direct shear test of the contact surface between red clay in Chongqing and structure is carried out by using this sensor. Furthermore, stress and deformation response evolution characteristics of the contact surface under shear loads and different soil compactness and normal stress are discussed. The shear failure of the contact surface between soil and structure is characterized by progressive failure; the normal stress of the contact surface and the compaction degree of the soil has a significant influence on the progressive failure. The test results indicate that the peak stress along the shear direction of the contact surfaces shows obvious inhomogeneity features. Considering the progressive failure characteristics of soil, the shear strength parameters obtained by the traditional large direct shear test underestimated the soil shear strength before the peak shear stress of shear curves. Then, in the post-peak shear stress stage (post-failure zone), the residual strength obtained by large direct shear tests represents the real residual strength of the soil. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aSoil mechanics. =700 1\$aBi, Jing,$eauthor. =700 1\$aCao, Teng,$eauthor. =700 1\$aLiu, Pengfei,$eauthor. =700 1\$aWang, Chaolin,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200489.html =LDR 03762nab 2200553 i 4500 =001 JTE20200537 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200537$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200537$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.R8 =082 04$a620.194$223 =100 1\$aLiu, Zhiheng,$eauthor. =245 10$aExperimental Study on the Stress-Strain Behavior of Self-Compacting Concrete Modified by Waste Rubber under Uniaxial Tension with Acoustic Emission Technique /$cZhiheng Liu, Xudong Chen, Bo Chen, Xiyuan Cheng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (22 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTensile characteristics of concrete play an important role in structures. In this paper, the stress-strain behavior of self-compacting concrete modified by waste tire rubber (rubberized self-compacting concrete [RSCC]) under uniaxial tension is researched. Both monotonic and cyclic tests are conducted for RSCC with different rubber contents. The results demonstrate that the incorporation of rubber aggregate results in a lower uniaxial tensile strength but an improved deformation resistance, a high energy-dissipating ability, and a lower stiffness deteriorating rate. The acoustic emission (AE) technique is employed to detect the damage progression. Although the AE signals decrease with the increase of AE signals, the damage can be well represented by a relatively high emitting rate of AE signals. Furthermore, the load ratio, calm ratio, and relaxation ratio are used to characterize the damage development. It is found that the incorporation of rubber aggregate results in a complicated cracking behavior of specimen under uniaxial tension. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aStrains and stresses. =700 1\$aChen, Xudong,$eauthor. =700 1\$aChen, Bo,$eauthor. =700 1\$aCheng, Xiyuan,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200537.html =LDR 03762nab 2200553 i 4500 =001 JTE20200647 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200647$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200647$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD544.3 =082 04$a541/.3422$223 =100 1\$aLiu, Da-chang,$eauthor. =245 10$aMicro-arc Oxidation Coating Containing Phosphorus on Tantalum Substrates Prepared by Micro-arc Oxidation /$cDa-chang Liu, Jin-ping Ni, Jun-Xing Ye, Xiao-Hui Ni, Xing-Yuan Zhu, Zhi-Yong Zhang, Ren-Bao Liu, Quan-Ming Zhao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTantalum has physical and chemical properties that are well suited for use in medical implants. However, a lack of bone induction prevents this biologically inert material from combining well with bone tissue. This study reports the successful preparation of a micro-arc oxidation (MAO) coating on tantalum in phosphate solution. The porous surface of the coating includes uniformly distributed craters. Its constituent elements are evenly dispersed. Tantalum is present in the coating as tantalum pentoxide. In vitro testing of the coating with MG63 osteoblasts showed it has good biocompatibility and can promote cellular adhesion and proliferation. MAO coating on tantalum represents a new and potentially useful method to improve the clinical applicability of tantalum. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aInorganic compounds$xSolubility. =650 \0$aChemical elements$xSolubility. =700 1\$aNi, Jin-ping,$eauthor. =700 1\$aYe, Jun-Xing,$eauthor. =700 1\$aNi, Xiao-Hui,$eauthor. =700 1\$aZhu, Xing-Yuan,$eauthor. =700 1\$aZhang, Zhi-Yong,$eauthor. =700 1\$aLiu, Ren-Bao,$eauthor. =700 1\$aZhao, Quan-Ming,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200647.html =LDR 03762nab 2200553 i 4500 =001 JTE20190902 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190902$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190902$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH4970 =082 04$a634.9$223 =100 1\$aLepage, Robert,$eauthor. =245 10$aA Nondestructive Longitudinal Laboratory Test Method for Detection of Incipient Ultrastructural Changes in Wood /$cRobert Lepage, Samuel V. Glass, Paul Y. de la Bastide, Phalguni Mukhopadhyaya. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe established methods for determining the effects of ultrastructural changes in structural wood members rely upon traditional, possibly outmoded, testing paradigms. These methods usually involve destructive testing of wood specimens that are exposed to environmental conditions infrequently experienced in buildings. Understanding how the ultrastructure changes with time within the same specimen is crucial for building practitioners in assessing risks to life-safety, assessing remaining service life of structural components, and aiding in the identification of mitigation or remediation measures. The primary agents causing ultrastructural modifications to wood are wood rotting basidiomycetes but may also include other biotic and abiotic agents; the methods contained herein should be applicable to all such longitudinal experiments. This article reviews existing literature on decay testing and validates a new method to assess longitudinal changes in mechanical properties with time using nondestructive test measures at relevant moisture contents. The validation testing shows this method has a good degree of repeatability and should permit the initial detection and monitoring of ultrastructure changes (e.g., decay). The method uses a repeatable, nondestructive four-point testing procedure for specimens controlled to specific moisture contents using energy dissipation as the salient performance metric. Recommendations are provided to refine this novel test method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aWood$xMoisture. =700 1\$aGlass, Samuel V.,$eauthor. =700 1\$ade la Bastide, Paul Y.,$eauthor. =700 1\$aMukhopadhyaya, Phalguni,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20190902.html =LDR 03762nab 2200553 i 4500 =001 JTE20200357 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200357$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200357$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRD768 =082 04$a617.5/6059$223 =100 1\$aCubillos, Patricia O.,$eauthor. =245 10$aSurface Finish of Total Hip Arthroplasty Implants :$bAre We Evaluating and Manufacturing Them Appropriately? /$cPatricia O. Cubillos, Vinícius O. dos Santos, André L. A. Pizzolatti, Ari D. O. Moré, Carlos R. M. Roesler. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA recent change in the ISO 7206-2, Implants for Surgery – Partial and Total Hip Joint Prostheses – Part 2: Articulating Surfaces Made of Metallic, Ceramic and Plastics Materials, with regard to hip joint prostheses, altered the recommended cutoff for measuring the roughness of the articulating surfaces of the femoral head and acetabular cup but did not encompass two key sites: the bore head and the trunnion. The aim of this study was to evaluate whether the standardized parameters and sites established in ISO 7206-2 are appropriate for evaluating the quality of the surface finish of total hip arthroplasty implants. Three kits containing the polymeric acetabular components, metallic heads, and stems from 5 manufacturers were used for testing. Contact profilometry was performed on the internal acetabular cup, external head, head bore, and trunnion surfaces. Additionally, the external head surface was evaluated with an interferometer to increase the accuracy. The evaluation of the external surface of the femoral head with a profilometer seems to be inadequate, because of a limitation of the contact method associated with highly polished surfaces. The average roughness (Ra) values obtained with an interferometer were lower than those measured with the profilometer and revealed significant differences between the manufacturers. The use of an 0.80-mm cutoff is more appropriate for the Ra range normally found for acetabular cups, enhancing the power to detect acetabular cups with inadequate roughness. The absence of a standard for the surface finish of the stem-head interface generates heterogeneity between manufacturers and between samples produced by a single manufacturer, revealing a lack of quality control. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aArthroplasty. =650 \0$aSpine$xSurgery. =700 1\$ados Santos, Vinícius O.,$eauthor. =700 1\$aPizzolatti, André L. A.,$eauthor. =700 1\$aO. Moré, Ari D.,$eauthor. =700 1\$aM. Roesler, Carlos R.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200357.html =LDR 03762nab 2200553 i 4500 =001 JTE20200495 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200495$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200495$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.5 =082 04$a624.1762$223 =100 1\$aLiu, Shiyu,$eauthor. =245 10$aEvaluation of Biostimulation Efficacy on the Reinforcement of Calcareous Sand /$cShiyu Liu, Bowen Dong, Jin Yu, Yanyan Cai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCalcareous sand is widely distributed on the continental shelf and along the coast and has a low mechanical strength and a high compressibility. The use of biostimulation to activate and enrich ureolytic bacteria induces mineralization to strengthen calcareous sand and has the advantages of being environmentally friendly and less expensive than alternatives. In this study, reinforcement tests and evaluations of calcareous sand columns were carried out to study the effects of different biostimulation schemes on reinforcement. First, six different biostimulation schemes were used to stimulate and enrich ureolytic bacteria in calcareous sand, and the number of bacteria, pH, and urea concentration in the sand columns were biochemically monitored. Then, calcium ions were introduced into the sand columns to induce calcium carbonate precipitation. Finally, the reinforcement effect was evaluated according to the results of mechanical property tests, including mineralization product detection and microbial community change analysis, of the calcareous sand. The results show that (1) the concentrations of yeast extract (YE) and NH4Cl in the biostimulation scheme can significantly affect the stimulation results, in which the best conditions are a YE concentration of 0.2 g/L, an NH4Cl concentration of 100 mM, and an initial pH value of 9.0; and (2) the greater the content and distribution of newly formed calcium carbonate in calcareous sand is, the better the reinforcement effect is. In addition, biostimulation changed the microbial community composition in the calcareous sand, making ureolytic bacteria the new dominant population, which is more conducive to urea decomposition and calcium carbonate formation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aSand$xTesting. =650 \0$aSoil liquefaction. =650 \0$aInduced seismicity. =700 1\$aDong, Bowen,$eauthor. =700 1\$aYu, Jin,$eauthor. =700 1\$aCai, Yanyan,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200495.html =LDR 03762nab 2200553 i 4500 =001 JTE20200294 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200294$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200294$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA683.2 =082 04$a624.18341$223 =100 1\$aZhang, Lu,$eauthor. =245 10$aMigration and Reaction of Sulfate Ions in Concrete under Stray Current /$cLu Zhang, Ditao Niu, Bo Wen, Gang Peng, Yongli Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (22 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe article presents a study on the influence of stray current on the migration and reaction of sulfate ions in concrete. The amount of sulfate ions in concrete is determined using the barium sulfate weighing method. The thickness of the deterioration damage layer of concrete is studied using an ultrasonic flat measurement method, and the thickness prediction model of the concrete deterioration damage layer is established to consider the influence of the intensity of the stray current. The results indicate the following: (1) the greater the stray current is, the more obvious the effect; (2) the influence of the current intensity on the migration of sulfate ions in concrete is 1.55–2.57 times that of the control group without stray current; (3) under stray current, the ratio of the reaction amount of sulfate ions in the concrete to the total amount of sulfate ions is suppressed, whereas the ratio of the reacted sulfate ions to the total amount of sulfate ions increases from 58.8 to 74.5 % with an increase in the current intensity; finally, (4) under stray current and sulfate, the thickness of the concrete damage layer increases with an increase in the deterioration age and the current intensity. The influence coefficients of stray current on the sulfate ion migration and on the sulfate ion reaction are proposed, and the evolution equation of the amount of sulfate ions in the concrete under the action of stray current with the deterioration age is obtained. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aReinforced concrete construction. =650 \0$aPrestressed concrete construction. =650 \0$aConcrete construction. =700 1\$aNiu, Ditao,$eauthor. =700 1\$aWen, Bo,$eauthor. =700 1\$aPeng, Gang,$eauthor. =700 1\$aZhang, Yongli,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200294.html =LDR 03762nab 2200553 i 4500 =001 JTE20200024 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200024$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200024$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA437 =082 04$a691.3$223 =100 1\$aLee, Seungtae,$eauthor. =245 10$aMechanical Properties and Durability of Mortars Made with Organic-Inorganic Repair Material /$cSeungtae Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe purpose of this study was to evaluate the mechanical properties and durability of mortars made with organic-inorganic repair materials (OIRMs). The ratio between the main resin and hardener of the organic binder was fixed at 2:1 for the fabrication of OIRM mixtures, while the ratio of the inorganic binder was varied. For a performance comparison with OIRM mixtures, a mortar mixture was fabricated with a conventional cementitious repair material (CRM). The mechanical properties of mortars, such as flow, strength characteristics (compressive, flexural, and bonding strengths), drying shrinkage, and absorption, as well as the durability properties, such as freezing-thawing resistance and resistance to chloride ion penetration, were measured to evaluate mortar performance. The experimental results show that the OIRM mixtures had more favorable mechanical properties (except for compressive strength) and durability than the CRM mixture. In particular, the OIRM mixture with a 1:2:12 (resin:hardener:organic binder) ratio exhibited the most outstanding performances. In conclusion, based on the results of this study, OIRMs should be considered promising repair materials for degraded concrete structures in the future. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aMortar. =650 \0$aPortland cement. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200024.html =LDR 03762nab 2200553 i 4500 =001 JTE20200406 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200406$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200406$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR856 =082 04$a610.28$223 =100 1\$aUchida, Takahiro,$eauthor. =245 10$aA Safety Study for Long-Time Use of a Novel Pain Management Device, AT-04 /$cTakahiro Uchida, Akio Tsuchiya, Kazunori Mitsutake, Kaori Kishita, Kaori Takaki, In Guto, Iwao Kishita, Hiroshi Oka. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aFibromyalgia is a common chronic pain disorder characterized by widespread pain and tenderness in mostly tendon attachments with unknown etiology. Treatment of fibromyalgia is mainly drug and other treatments, especially cognitive behavioral therapy and exercise therapy combined. However, drugs for fibromyalgia have, in general, broad adverse effects. Thus, an unmet medical need remains for effective therapeutic modalities for fibromyalgia. We have recently developed a new magnetic medical device (project code “AT”) that has alternating magnetic fields and stimulates the affected area for pain relief. In the pilot study, AT treatment (twice daily for 10 min) tended to reduce the mean NRS (Numerical Rating Scale) pain score. Moreover, we demonstrated long treatment (30 min) suppressed LPS-induced (Lipopolysaccharide-induced) mRNA IL-6 expression compared with 10-min treatment in vitro. These results assumed that long treatment has high efficiency. To evaluate the safety of long time (120 min/day) AT treatment for 12 weeks. Single center, prospective, open-label, single-arm, intervention study to demonstrate the safety of long-time use of AT in 5 healthy Japanese volunteers to 12 weeks. During the intervention period, all of the adverse events were measured. The represents of AT treatment was 99.8 % in 5 subjects. The average and median exposure time of the study device was 135 min per day and 132 min per day, respectively. There were 3 nonserious adverse events and no serious adverse events during this study. This study tested long-time use of AT among 5 healthy subjects in Japan and showed that it did not pose any significant safety concerns. Because there are in-house in vitro data suggesting that the longer exposure of AT achieves a greater effect, the result of this study may allow us to conduct further studies to confirm more effectiveness and safety of long-time use of AT in a larger scale of clinical trial. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aBiomedical engineering. =700 1\$aTsuchiya, Akio,$eauthor. =700 1\$aMitsutake, Kazunori,$eauthor. =700 1\$aKishita, Kaori,$eauthor. =700 1\$aTakaki, Kaori,$eauthor. =700 1\$aGuto, In,$eauthor. =700 1\$aKishita, Iwao,$eauthor. =700 1\$aOka, Hiroshi,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200406.html =LDR 03762nab 2200553 i 4500 =001 JTE20200432 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200432$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200432$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE192 =082 04$a625.7072073$223 =100 1\$aRavichandran, Mukesh,$eauthor. =245 10$aCritical Evaluation of Dynamic Shear Rheometer (DSR)-Based Methods to Measure Asphalt Binder Diffusion /$cMukesh Ravichandran, Cassie Castorena. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPast studies have proposed various dynamic shear rheometer (DSR)-based procedures to measure diffusion between reclaimed and virgin binders but have noted experimental challenges. Therefore, this study sought to critically evaluate the ability to reliably quantify the rate of diffusion between two binders using the DSR. In these experiments, reclaimed asphalt pavement (RAP) and virgin binder wafers were conditioned in contact. Oscillatory loading was applied to monitor the time-dependent response of the wafer system and infer blending. Experiments in which samples were conditioned within the DSR and external to the DSR were tried. When samples were conditioned within the DSR at hot-mix asphalt production temperatures, poor stress waveform quality precluded the application of oscillatory loading in the DSR using sufficiently low strain amplitudes to prevent mechanical mixing. The use of relatively large, 50-mm-diameter samples did not alleviate the data quality limitations. When samples were conditioned outside of the DSR, mechanical mixing was induced when the samples were transferred from the conditioning chamber to the DSR, which compromised measurements. In the absence of mechanical mixing, time-dependent blending between binder specimens conditioned in contact in the DSR at 120°C was not observed, which suggests diffusion was minimal. Based on the aforementioned observations, the diffusion rate between RAP and virgin binders could not be quantified using the DSR experiments evaluated in this study. Based on the lack of observed diffusion in the absence of mechanical mixing, it is hypothesized that understanding mechanical mixing is critical to inferring blending in RAP mixtures and thus merits further research. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aConcrete bridges. =650 \0$aAsphalt concrete. =700 1\$aCastorena, Cassie,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200432.html =LDR 03762nab 2200553 i 4500 =001 JTE20200273 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200273$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200273$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA404.6 =082 04$a671.52$223 =100 1\$aFaraz, Ahmed,$eauthor. =245 10$aMeasurement of Structural Performance of Fusion Weld with Change of Welding Parameters in High-Density Polyethylene /$cAhmed Faraz, Behzad Ahmed Zai, Salman Nisar, Asif Mansoor, Rashid Ali. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn the last few decades, the use of high-density polyethylene (HDPE) is continuously increasing such as HDPE pipes. These pipes are frequently used in the construction of long-buried infrastructures including water mains, sewers, and gas pipelines. These pipes are available in standards lengths and can be customized as per desired lengths using the fusion welding technique. In this article, the effect of changing the welding parameters such as temperature, heat, and soaking time on the performance of the fusion welding joint in HDPE is presented. The structural performance is measured by comparing the tensile strength of the unwelded and welded structure. Furthermore, the structural performance of extruded HDPE pipes and injection-molded HDPE fittings, such as elbows, tee-joints, and close end cap connections, are also discussed. The findings of this research are very useful in understanding and improving the structural performance of HDPE fusion welds with the help of comparative studies based on tensile strength on the welded joint in HDPE. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aCharacterization and Evaluation of Materials. =650 \0$aIndustrial safety. =650 \0$aEngineering Design. =700 1\$aZai, Behzad Ahmed,$eauthor. =700 1\$aNisar, Salman,$eauthor. =700 1\$aMansoor, Asif,$eauthor. =700 1\$aAli, Rashid,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200273.html =LDR 03762nab 2200553 i 4500 =001 JTE20200536 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200536$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200536$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC685.H8 =082 04$a616.132075$223 =100 1\$aLocks, Giovani Figueiredo,$eauthor. =245 10$aA Model for In Vitro Evaluation of Overlapping Connections between Devices Used in the Endovascular Repair of Popliteal Aneurysms /$cGiovani Figueiredo Locks, Carlos Rodrigo Mello Roesler, Françoá Jorge Horn, Izabelle Mello Gindri, Helge Wurdemann, Pierre Galvagni Silveira. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis work proposes a new methodology to investigate the potential for disconnection (Type III endoleak) of pairs of overlapped endoprostheses in a popliteal model vessel after a cyclic physiologic load, for three different overlap lengths. Multiaxial fatigue accelerated testing was designed to mimic the physiological loads and movements to which the peripheral arteries are submitted during gait. The experiment design was based on principles from technical standards ASTM F2477-07, Standard Test Methods for In Vitro Pulsatile Durability Testing of Vascular Stents (Superseded), and ASTM F2942-13, Standard Guide for In Vitro Axial, Bending, and Torsional Durability Testing of Vascular Stents (Superseded). Migration and disconnection were monitored by digital image correlation for three different overlap lengths (20, 30, and 40 mm). The testing method proposed in this work was efficient to provide a simulated environment to evaluate the influence of gait biomechanics on overlapped endoprosthesis disconnection. Obtained results demonstrated minimal or absence of relevant migration between the endoprostheses, range −0.06 to 0.34 millimeters. The proposed methodology was verified as a valuable tool to investigate the influence of the biomechanical environment that the devices are subjected to on the migration of overlapped endoprostheses. It may become a new alternative to study the preclinical in vitro performance of single endoprosthesis or multiple connected devices with different overlapped regions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aAneurysms. =650 \0$aBlood-vessels$xAbnormalities. =650 \0$aBlood-vessels$xSurgery. =650 \0$aInterventional radiology. =650 \0$aVascular Diseases$xtherapy. =650 \0$aDiagnostic imaging. =700 1\$aMello Roesler, Carlos Rodrigo,$eauthor. =700 1\$aHorn, Françoá Jorge,$eauthor. =700 1\$aGindri, Izabelle Mello,$eauthor. =700 1\$aWurdemann, Helge,$eauthor. =700 1\$aSilveira, Pierre Galvagni,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200536.html =LDR 03762nab 2200553 i 4500 =001 JTE20200523 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200523$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200523$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH455 =082 04$a691$223 =100 1\$aAgena Kanashiro, Felipe Arturo,$eauthor. =245 10$aBasic Digital Image Color Analysis for Nondestructive Testing of Setting and Curing Process of Building Products :$bApplication to Thin Render Layers Sprayed at Building Site /$cFelipe Arturo Agena Kanashiro, Joan Lluís Zamora Mestre. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aMany building products are put in place in liquid or plastic state. During the first hours and days, the products set and dry, changing their mechanical properties, and their visual aspect also changes in parallel because of the hardening process. In the case of sprayed products, the technical supervisor must know at any time the quality of every sprayed layer and finally determine when it has reached its point of maturity that allows considering it as ready or suitable to receive the next layer. Experimented professionals often use personal visual ability to recognize the evolution of visual colors and surface textures of thin render layers applied on site as capacity to determine this right moment, especially in the case of dry mix sprayed products that harden progressively during curing process. However, these visual assessments are not considered decisive as a technical procedure to assess the evolution of the sprayed product properties. As they are thin layers, it can be considered that the information acquired from their surface is sufficiently representative of their interior qualities. The aim of this study is to correlate information obtained in successive local measurements of humidity and penetration resistance taken on the early surface of a dry mix product just sprayed (portland cement mortar and gypsum plaster) during its setting phase and to compare it with its surface digital color evolution during this process. The goal was to explore whether it is possible to establish a relationship between evolution of resistance penetration and evolution of some digital image basic parameters during the setting and drying period. If this relationship were sufficient, conventional point-to-point contact tests (destructive tests) could be replaced in the future by nondestructive surface visual tests. This is very useful at the building site where there are big surfaces to assess and only a short time to make the right decisions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aBuilding materials. =700 1\$aZamora Mestre, Joan Lluís,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200523.html =LDR 03762nab 2200553 i 4500 =001 JTE20200538 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200538$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200538$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT174.7 =082 04$a546$223 =100 1\$aSathyananda, H. M.,$eauthor. =245 10$aEvaluation of Antimicrobial, Antioxidant, and Cytotoxicity Activities of CuO Nanopellets Synthesized by Surfactant-Free Hydrothermal Method /$cH. M. Sathyananda, P. A. Prashanth, G. K. Prashanth, B. M. Nagabhushana, G. M. Krishnaiah, H. G. Nagendra, M. S. Dileep, S. Ananda, S. R. Boselin Prabhu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCopper oxide nanopellets (CONPs) were produced by hydrothermal strategy. The particles were characterized by distinctive techniques. The synthesized particles were found to have pellet morphology with nonuniform thickness and varying sizes extending between 200 and 550 nm. Studies revealed their microbial nature against both Gram-positive and Gram-negative microscopic organisms, specifically Staphylococcus aureus, Bacillus subtilis, Pseudomonas fluorescens, and Escherichia coli and a plant parasitic pathogen Fusarium oxysporum. Studies demonstrated the antioxidant ability of CONPs at higher concentrations. In this paper, cytotoxicity was measured by blood hemolysis. Anticancer activity of CONPs tested against PC-3, HCT116, A549 and MDA-MB-231 cell lines after 24 hours exhibited IC50 values of 72.27, 144.2, 173.9, and 13.07 μg/mL, respectively. Although these phenomena have been determined in other reports, this report is indeed of significance for CONPs within the particle length of 200–550 nm. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aCharacterization and Evaluation of Materials. =650 \0$aNanotechnology. =650 \0$aMaterials science. =700 1\$aPrashanth, P. A.,$eauthor. =700 1\$aPrashanth, G. K.,$eauthor. =700 1\$aNagabhushana, B. M.,$eauthor. =700 1\$aKrishnaiah, G. M.,$eauthor. =700 1\$aNagendra, H. G.,$eauthor. =700 1\$aDileep, M. S.,$eauthor. =700 1\$aAnanda, S.,$eauthor. =700 1\$aBoselin Prabhu, S. R.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200538.html =LDR 03762nab 2200553 i 4500 =001 JTE20200461 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200461$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200461$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS183.25 =082 04$a669.028$223 =100 1\$aSlotwinski, John,$eauthor. =245 10$aA Survey of Mechanical Property Variability of Additively Manufactured Metals /$cJohn Slotwinski, Christine Martin, Terrence Johnson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aMetal additive manufacturing (AM) processes, such as laser powder bed fusion, allow for the realization of parts with features and characteristics that cannot be achieved with traditional material removal manufacturing technologies. Despite impressive applications of metal AM parts in demanding aerospace applications, there remain concerns about the variability in mechanical properties of parts made with these processes. This variability leads to concerns by program managers and other decision-makers and a reluctance to potentially use metal AM parts in applications where they would otherwise be beneficial. Some of this reluctance might be assuaged if the actual property variability was better known. Here, we examine the literature of metal AM tensile property data to quantify variability in the metal AM process and compare it to the variability found in traditionally fabricated metals. It is shown that the variability in tensile material properties is somewhat similar between AM metals and conventional metals. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aMetallurgy. =700 1\$aMartin, Christine,$eauthor. =700 1\$aJohnson, Terrence,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200461.html =LDR 03762nab 2200553 i 4500 =001 JTE20200170 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2020\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200170$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200170$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.C45 =082 04$a547.135$223 =100 1\$aZhang, Henglong,$eauthor. =245 10$aEffect of Aging on the Rheological Behaviors of SBS-Modified Asphalt with Thermochromic Materials /$cHenglong Zhang, Lu Li, Zihao Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2020. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe influences of different types (red, black, and blue) and dosages (2 % and 4 %) of thermochromic materials on rheological and aging resistance of styrene-butadiene-styrene copolymer (SBS)–modified asphalt (SBSMA) were studied. Rheological properties at high and low temperatures for thermochromic asphalt binder (TAB) were characterized by a dynamic shear rheometer and bending beam rheometer. The complex modulus of SBSMA decreased after the thermochromic powder was added, which indicated that thermochromic materials deteriorated the high-temperature rutting resistance of SBSMA, and the dosage of 2 % blue thermochromic powder had the least influence on the high-temperature performance of SBSMA. Instead, adding powders into SBSMA greatly improved the low-temperature deformation and relaxation capacity of SBSMA. Among all of the samples, the binder added with 2 % blue thermochromic powder showed the widest performance grade range. Rheological aging indexes were utilized to evaluate the antiaging performances of SBSMA. Compared with those of SBSMA, the rheological aging indexes of TAB were much smaller, which presented that thermochromic materials are able to strength the antiaging performances of SBSMA. In general, the binder added with 2 % red thermochromic powder showed the best aging resistances against thermal and photooxidation aging simultaneously, followed by the binder added with 4 % red thermochromic powder. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aChromic materials. =650 \0$aChemistry. =700 1\$aLi, Lu,$eauthor. =700 1\$aChen, Zihao,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200170.html =LDR 03762nab 2200553 i 4500 =001 JTE20200455 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200455$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200455$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620/.004/405$223 =100 1\$aHassan, Babar,$eauthor. =245 10$aTermite Testing Methods :$bA Global Review /$cBabar Hassan, Jeffrey J. Morrell. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (30 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe protection of wood against termites is a major global problem, especially in the tropics and subtropics, and has been the subject of considerable research to understand termite biology and to develop effective mitigation methods. Field trials are useful for this purpose, but they often lack the degree of control and reproducibility needed. As a result, many researchers use laboratory methods when evaluating new wood preservatives or the suitability of timber for specific uses. These methods have developed over many years and in many regions with differing termite species and risks. Some methods differ only slightly from one another, but others use dramatically different approaches based upon the behavior and biology of a given termite species. The range of methods can make it difficult to make comparisons in terms of termite behavior, timber species preferences, or treatment efficacy. This review assembles the methods used for evaluating termite attack, explaining the underlying termite biology connected with each method, and identifying commonalities that might facilitate comparisons between various data sets, or potentially standardizing the standards. Understanding the essential characteristics of test methodologies can help identify the most appropriate methods for assessing the effectiveness of a given treatment, but it may also help compare results from different approaches, thereby avoiding redundant tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aMaterials$xTesting. =700 1\$aMorrell, Jeffrey J.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200455.html =LDR 03762nab 2200553 i 4500 =001 JTE20200429 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200429$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200429$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA444 =082 04$a666.89$223 =100 1\$aLv, Gao-hang,$eauthor. =245 10$aExperimental Study on Embankment Failure Law and Reinforcement Technology for Highway Widening Project over Silt Soils /$cGao-hang Lv, Wei Cui, Qian-qing Zhang, Shi-qian Wu, Shu-jian Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn the highway widening project, it is of great importance to take measures to control the differential settlement between the new and old embankment, therefore improving the stability of the new embankment. This article presents a series of model tests to analyze the failure law of the new embankment and compare the reinforcement effects of different reinforcement technologies. The test results show that the new embankment is unstable because of the slope slippage under ultimate load. In the reinforcement test of gravel pile, reaming phenomenon occurred at the top of the pile, and both of the values in pavement settlement and embankment lateral deformation are similar to those of the unreinforced embankment. In the geogrid reinforcement test, the embankment settlement can be reduced by restricting the lateral deformation of the new embankment with geogrid, where the settlement is 41 % less than that of the unreinforced scenario. In the cement fly ash gravel (CFG) reinforcement test, the pavement load is transferred to a deeper layer of the embankment by CFG piles, a soil arch effect with the surrounding soil is formed to restrict the lateral deformation and slippage, and the pavement settlement is 46 % less than that of the unreinforced scenario. According to the test results, the order of effectiveness for the reinforcement methods is CFG piles > geogrid > gravel pile. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aReinforced concrete. =700 1\$aCui, Wei,$eauthor. =700 1\$aZhang, Qian-qing,$eauthor. =700 1\$aWu, Shi-qian,$eauthor. =700 1\$aWang, Shu-jian,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200429.html =LDR 03762nab 2200553 i 4500 =001 JTE20200372 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200372$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200372$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a620.136$223 =100 1\$aYadav, Shivpal,$eauthor. =245 10$aEvaluating Moisture Damage Using Impact Resonance Test /$cShivpal Yadav, Abhilash Kusam, Akhtarhusein A. Tayebali. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aMoisture damage in asphalt mixtures has been a major cause for premature failure of asphalt pavements for decades. Although a lot of research has been done and many test methods have been developed to evaluate moisture damage in asphalt mixtures, not much research has been done on the use of nondestructive testing techniques to evaluate moisture damage in asphalt mixtures. The impact resonance (IR) test is a nondestructive test that is used to determine material properties like dynamic elastic modulus. The IR test on asphalt mixtures is done on a thin-disk specimen (150-mm diameter and 25-mm thickness). In this study, the IR test was used to assess moisture damage in asphalt mixtures by determining the resonant frequency of asphalt mixture samples in the unconditioned and moisture conditioned state. The relative reduction (ER) in dynamic elastic modulus was calculated as the ratio of the resonant frequency of conditioned and unconditioned specimens from the IR test, which was used to evaluate moisture damage. Moisture sensitivity of the asphalt mixtures was also determined by the tensile strength ratio (TSR) test. Two different moisture conditioning procedures were used for both the IR test and TSR test—modified AASHTO T 283 (Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage) and Moisture Induced Stress Tester (MIST) conditioning. Six different mixtures from three different aggregate sources were used in this study. A good correlation was observed between TSR values from the TSR test using both conditioning procedures and the ER values from the IR test using both conditioning procedures for the asphalt mixtures used in this study. This study shows that the IR test can be used to evaluate moisture damage in asphalt mixtures. This study also explored the effects of various parameters such as support condition, impact source, and impact location on the resonant frequency from the IR test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aConcrete. =700 1\$aKusam, Abhilash,$eauthor. =700 1\$aTayebali, Akhtarhusein A.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200372.html =LDR 03762nab 2200553 i 4500 =001 JTE20200605 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200605$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200605$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA462 =082 04$a620.1/1223$223 =100 1\$aAbdel-Hafez, Ali E.,$eauthor. =245 10$aEvaluating the ASTM C944 Rotating Cutters Method for Determining the Abrasion Resistance of Concrete /$cAli E. Abdel-Hafez, Amgad A. Hussein, Stephen Bruneau. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAbrasion damage is a concern for some types of structures, and the need for proper quantification of it is essential. This research is intended to provide an evaluation for ASTM C944/C944M-19, Standard Test Method for Abrasion Resistance of Concrete or Mortar Surfaces by the Rotating-Cutter Method, (rotating cutters method) to assess concrete abrasion resistance. The current investigation involves analysis of the interaction between the cutters and the test specimen and the interpretation of the test results. Such details are important so that the test results could be repeatable, reproducible, and always interpreted in the same fashion. Sources that influence the test inaccuracy were studied to quantify its effects on the test results. In the first instance, the characteristics of the resulted abraded area and its effect on the depth measurement strategy were clarified. Then, the evaluation of abrasion depth using different approaches were investigated. In addition, the effect of the concrete tested surface nature (formed, finished, and cut) was examined. The examined points are believed to be the sources of test high variability. A mitigation of this variability was provided by addressing and analyzing them so it can be avoided in future evaluation. The results indicated that by correctly identifying the characteristics of the abraded patterns and by using a suitable measurement approach, less variability in the average abrasion depth was obtained. In addition, it was noted that using different depth measurement methods could lead to different abrasion depths results. Also, it was found that the tested surface characteristics could highly affect the abrasion test results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aCorrosion and anti-corrosives. =700 1\$aHussein, Amgad A.,$eauthor. =700 1\$aBruneau, Stephen,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200605.html =LDR 03762nab 2200553 i 4500 =001 JTE20200670 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200670$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200670$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA444 =082 04$a620.137$223 =100 1\$aKheyroddin, Ali,$eauthor. =245 10$aImpact Behavior of Fiber-Reinforced Concrete with Polypropylene Fibers and Carbon Fiber–Reinforced Polymers /$cAli Kheyroddin, Hamed Arshadi, Jalil Salehzade. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this study, the influences of bidirectional carbon fiber–reinforced polymer (CFRP) confinement along with polypropylene fibers on the impact resistance of concrete samples were experimentally studied. Forty-nine concrete cylindrical samples (with compressive strengths of 20, 30, and 40 MPa) with polypropylene fibers (with content ratios of 0 %, 1 %, 1.5 %, and 2 %) were subjected to weight (46.7 and 66.8 kg) dropping at a height of 1.6 m above the cross-section of the sample. Moreover, half of the samples were tested with CFRP confinement. The number of weight releases required to destroy the samples and the weights of the samples after each release were recorded. The results indicated that the concrete without fibers and fiber-reinforced polymers (with compressive strengths of 20, 30, and 40 MPa) did not have sufficient impact resistance and were swiftly destructed. However, as the content ratios of polypropylene fibers increased, the number of cracks and weight droppings (to reach 70 % of the initial sample weight) increased. Moreover, it was observed that the concrete samples wrapped with the CFRP sheets also withstood impact loading better than fiber-reinforced concrete samples without the confinements. Besides, it was indicated that the prevailing failure mode of the samples with CFRPs was CFRP rupturing. Finally, it was observed that the more the compressive strength of concrete, the more the impact resistance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aFiber-reinforced concrete. =700 1\$aArshadi, Hamed,$eauthor. =700 1\$aSalehzade, Jalil,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 49, Issue 6.$dWest Conshohocken, Pa. :$bASTM International, 2021$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200670.html =LDR 03762nab 2200553 i 4500 =001 JTE20200677 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200677$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200677$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.C43 =082 04$a620.14$223 =100 1\$aBoland, Alexandre J.,$eauthor. =245 10$aDevelopment of a Split Hopkinson Pressure Bar Machine for High Strain Rate Testing of Bonded Joints /$cAlexandre J. Boland, António M. Lopes, Carlos M. S. Moreira da Silva, António F. G. Tenreiro, Lucas F. M. da Silva, P. D. P. Nunes, E. A. S. Marques, R. J. C. Carbas. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe design of adhesively bonded connections for structural applications has recently become a major field of research, with extensive applications in the automotive and aerospace industries. In these structures, bonded joints are often subjected to important static and dynamic loads, which require careful geometrical dimensioning and material selection. The performance analysis of adhesive joints under these conditions is often made with numerical modeling and supported by experimental studies that can correctly characterize their mechanical behavior. To obtain this characterization under impact conditions, it is critical to employ equipment suitable for impact testing of adhesives and adhesive joints. For this reason, an innovative Split Hopkinson Pressure Bar machine was designed. This machine includes a pneumatic actuator capable to operating up to 30 m/s in both directions, and an innovative lever-based braking system, capable of stopping the actuator for both tensile and compression tests. The tensile and compression pressure bar setups, as well as the machine support and its characteristics, are also described. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aMaterials Science. =650 \0$aEvaluation of Materials. =700 1\$aLopes, António M.,$eauthor. =700 1\$ada Silva, Carlos M. S. Moreira,$eauthor. =700 1\$aTenreiro, António F. G.,$eauthor. =700 1\$ada Silva, Lucas F. M.,$eauthor. =700 1\$aNunes, P. D. P.,$eauthor. =700 1\$aMarques, E. A. S.,$eauthor. =700 1\$aCarbas, R. J. C.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200677.html =LDR 03762nab 2200553 i 4500 =001 JTE20200658 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200658$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200658$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1800 =082 04$a621.36/92$223 =100 1\$aKhabaz, Amjad,$eauthor. =245 10$aExperimental and Numerical Investigation of Single Fiber Pull-Out Tests of Steel Macro-Fiber and Glass Micro-Fiber in a Cementitious Matrix /$cAmjad Khabaz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis paper presents a modeling-based relationship between fiber diameter and frictional bond strength for steel macro-fiber (0.8-mm diameter) and glass micro-fiber (5–24-μm diameter) embedded in a cementitious matrix. A combined approach of experimental stress-displacement results obtained through single fiber pull-out tests and finite element modeling (FEM)–based stress-displacement results yielded the friction coefficient for the two types of fibers used. Further analysis relating to the pressure exerted on the fiber caused by the surrounding concrete reveals that a smaller fiber diameter would improve the bond strength. The improvements in frictional bond strength due to reduced diameter are based on FEM analysis. Validation of the experimental results is done through numerical approaches. The results showed that in the case of the same diameter, the pressure of the surrounding concrete decreases throughout the fiber sliding. The results also showed that the smaller diameter of fiber improves the properties of fiber-reinforced concrete interfaces. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aFiber optics$xIndustrial applications. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200658.html =LDR 03762nab 2200553 i 4500 =001 JTE20200780 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200780$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200780$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL295 =082 04$a629.2482$223 =100 1\$aRadhika, B.,$eauthor. =245 10$aAnalysis of Vibro-Acoustic Path for Quantification of Tire-Pavement Interaction Noise Using a Two-Wheeler /$cB. Radhika, Sriram Sundar, Krishna Prapoorna Biligiri. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe objective of this research was to explore methods of signal analysis to study characteristics of the path for tire-pavement systems. The scope encompassed utilization of the state-of-the-art signal processing techniques to analyze the vibro-acoustic path for quantification of tire-pavement interaction noise of different types of pavement systems. Data collection included actual field noise and acceleration measurements on asphalt concrete (AC) and cement concrete (CC) pavement sections at varying speeds. First, single frequency filtering (SFF) method was utilized to minimize the tread impact effect and highlight the path resonances based on which the absorption metrics were proposed. Sharp peaks in the average SFF spectra indicated lower absorption, and smooth peaks reflected higher absorption capacity of a pavement system. Second, the input-output relation of a dynamical system was utilized to compute the transfer function, which helped characterize nonlinear properties of the tire-pavement system. For a given pavement type, based on the inconsistency found with frequencies across all speeds, the path behavior was inferred as nonlinear. The frequencies corresponding to CC pavement were higher by about 7% compared to AC. Furthermore, at each speed, root mean square of CC pavement was about 11–18 dB higher than AC. The framework proposed in this research will help quantify the contribution of pavement types to the overall vibro-acoustic path while also being able to measure the variation in roadway’s contribution with vehicular speed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aPavements$xSurfaces. =700 1\$aSundar, Sriram,$eauthor. =700 1\$aBiligiri, Krishna Prapoorna,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200780.html =LDR 03762nab 2200553 i 4500 =001 JTE20200676 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200676$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200676$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aDaryaee, Daryoosh,$eauthor. =245 10$aEffect of Chemical Components of Asphalt Binders on Fatigue Resistance of Binder and Asphalt Mixtures in High Reclaimed Asphalt Pavement Mixtures /$cDaryoosh Daryaee, Mostafa Vamegh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this paper, correlations between the chemical components and fatigue parameters of the binder blends containing reclaimed asphalt binder (RAB) were evaluated. Fatigue resistance of RAB-containing binder blends were evaluated by dynamic shear rheometer and linear amplitude sweep tests. Chemical components of asphalt binders were determined by saturate, aromatic, resin, and asphaltene fractionation test. Furthermore, four-point beam fatigue test was utilized for evaluating the fatigue resistance of asphalt mixtures containing reclaimed asphalt pavement. Based on the obtained results, strong correlations between chemical parameters of the binder and fatigue life of asphalt binders and mixtures were established. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aPavements, Asphalt$xRecycling. =650 \0$aAsphalt concrete. =700 1\$aVamegh, Mostafa,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200676.html =LDR 03762nab 2200553 i 4500 =001 JTE20200414 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200414$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200414$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN26 =082 04$a620$223 =100 1\$aSong, Yu,$eauthor. =245 10$aMeasuring Dynamic Young’s Modulus of Low-Density Foam Concrete Using Resonant Frequency Test /$cYu Song, David A. Lange. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aFoam concrete is a cellular material mainly used in construction. Because of the low-strength feature of foam concrete, conventional concrete testing methods such as strength measurement are insufficient to characterize the key material attributes of foam concrete, especially for the low-density foam that is commonly designed for functional purposes. Inspired by the nondestructive feature of resonant frequency test, this study investigates the feasibility of using this method to evaluate the dynamic Young’s modulus of foam concrete, especially at the low-density range. Three variables that typically alter foam concrete mechanical properties are considered for evaluating the robustness of this approach—bulk density, water-to-cementitious ratio, and fly ash replacement ratio. The fundamental transverse frequency is found to be most suitable for determining the foam modulus. The experimental results demonstrate good accuracy of using this approach for measuring the dynamic Young’s modulus of different foam concrete samples. It is also confirmed that the foam modulus can be accurately designed if the bulk density of this material and solid modulus of its base cement paste are known. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aStrength of materials. =700 1\$aLange, David A.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200414.html =LDR 03762nab 2200553 i 4500 =001 JTE20200580 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200580$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200580$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P58 =082 04$a620.192$223 =100 1\$aRaja, Thandavamoorthy,$eauthor. =245 10$aInvestigations on Dynamic Mechanical Analysis and Crystalline Effect of Neem/Banyan Fiber–Reinforced Hybrid Polymer Composite /$cThandavamoorthy Raja, Palanivel Anand. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aNatural fiber is often considered to be deficient for high-performance reinforcement of polymer matrix composites. However, the environmental aspects of natural fiber are attractive to many researchers in the area of natural composites because of the specific strength and eco-friendly properties of natural fibers. In this research, alkali-treated natural fibers are chopped neem fibers, and bidirectional woven mat was used as reinforcement and blended with epoxy matrix. Also, sawdust cellulose was used as a filler material to fabricate composite laminates by the conservative hand layup method. The composite laminates are varied by different weight fractions of reinforcement (25 %), epoxy matrix (70 %), and filler (5 %). Then, to quantify the effect of storage modulus, loss modulus and the damping factor of the hybrid composites are taken by conducting dynamic mechanical analysis. Maximum storage modulus is 1,343 MPa. The results show that increasing the bidirectional woven fiber loading will give 61 % more stiffness in the elastomeric region when compared to chopped neem fiber loading in the hybrid composites, and analyses of the crystallinity effects by x-ray diffraction also identify the adhesion quality between the fibers, fillers, and matrix by using the surface morphology test scanning electron microscopy of the hybrid composites. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aPolymeric composites. =650 \0$aPolymers. =700 1\$aAnand, Palanivel,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200580.html =LDR 03762nab 2200553 i 4500 =001 JTE20200595 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200595$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200595$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD321 =082 04$a547.3$223 =100 1\$aAhmadzadegan, Farhad,$eauthor. =245 10$aMechanical Properties of Warm Mix Asphalt–Stone Matrix Asphalt Modified with Nano Zeolite Material /$cFarhad Ahmadzadegan, Alireza Sarkar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe purpose of this article is to present an experimental study to characterize the mechanical performance of modified warm mix asphalt mixtures with synthetic zeolite in nano and granule form. The effects of 0.1, 0.2, and 0.3 % of zeolite in nanocrystal powder and granule form have been evaluated by conducting indirect tensile strength (ITS) for conditioned and unconditioned specimens and wheel track tests. The tensile strength (TS), compressive stress at failure (CSF), equivalent modulus, toughness index, and moisture susceptibility (tensile strength ratio [TSR]) parameters have been calculated by ITS test. Also, rutting depth has been calculated by the wheel track test. According to the results, using zeolite material in nanocrystal powder and granule form has a similar effect on decreasing the TSR content and increasing the moisture susceptibility. Moreover, zeolite decreased the rutting depth, and because of the results, it should be noted that nanocrystal powder material reduced the rutting depth by about 40 % more than granule form. Furthermore, zeolite caused an increase in all the parameters obtained from the ITS test about 21–70 %. Overall, the results show that zeolite had a good effect on the physical properties of the mixture; however, zeolite in granule form caused a reduction in TS (dry condition) and CSF (wet condition). =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aZeolites. =700 1\$aSarkar, Alireza,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200595.html =LDR 03762nab 2200553 i 4500 =001 JTE20210016 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210016$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210016$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS183 =082 04$a670.42/7$223 =100 1\$aChang, Tsang-Chuan,$eauthor. =245 10$aStatistical Test of Two Taguchi Six-Sigma Quality Indices to Select the Supplier with Optimal Processing Quality /$cTsang-Chuan Chang, Kuen-Suan Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aBecause of rapid changes in consumer needs, diverse and small-batch production has become a crucial strategy for companies progressing toward sustainability in intensely competitive industries. To swiftly meet the diverse needs of consumers using this production strategy, often manufacturers must outsource noncore processes to external contractors or purchase component parts from suppliers. The objective of this article was to develop a supplier selection model based on the processing quality of suppliers. Owing to the fact that the Taguchi Six-Sigma quality index for process with nominal-the-best specification (Qpm) can fully reflect product loss and the achieved quality level for the quality characteristic of the process in question, Qpm is employed as a tool to assess and compare the processing quality level of two-sided specification limits provided by each supplier. In practice, Qpm is based on the sample data collected from a stable process to estimate prior to the processing quality assessment. This can lead to misjudgment because of sampling error. To increase the reliability of supplier selection, we further propose hypothesis testing of the quality index Qpm for two suppliers. The applicability and effectiveness of the proposed model is validated using an example involving the double-sided grinding process of a bicycle disc brake. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aManufacturing processes$xAutomation. =650 \0$aRobotics. =700 1\$aChen, Kuen-Suan,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210016.html =LDR 03762nab 2200553 i 4500 =001 JTE20210066 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210066$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210066$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1828 =082 04$a677.6$223 =100 1\$aPrabu, K.,$eauthor. =245 10$aDevelopment of Ceramic and Glass Fiber Needle-Punched Nonwoven Fabrics Part I :$bAn Optimization /$cK. Prabu, J. Srinivasan, C. Prakash. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe study on the performance of areal density of web, needle punching density, and needle depth of penetration, particularly, the combination of glass and ceramic fiber nonwoven fabrics over the mechanical, thermal, and filtration properties were studied with the Box-Behnken experimental design. For the requirement of filtration behavior, three sets of samples with varying glass fiber areal densities of 250, 300, and 350g/m2 were taken and added with ceramic fibers to achieve sandwich-blend nonwoven materials of 60/40, 50/50, and 40/60 ratios. Then, the processing variables were taken as needle punch density and needle depth of penetration, and three optimized samples were predicted using the Box-Behnken experimental design based on the filtration efficiency of the exhaust along with their mechanical and thermal properties. It is also found that there was significant influence on the properties by the variables taken for the product development for the filters. It was found that there was a significant increase in the tensile properties in the optimized samples, and it was found that the results taken for the optimization process were unaltered. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aNonwoven fabrics. =700 1\$aSrinivasan, J.,$eauthor. =700 1\$aPrakash, C.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210066.html =LDR 03762nab 2200553 i 4500 =001 JTE20200665 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200665$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200665$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD758.A3 =082 04$a628.354$223 =100 1\$aGun, Ahu Demiroz,$eauthor. =245 10$aEvaluation of Unevenness and Tensile Properties of Open-End Yarns Produced by Recycled Acrylic-Based Textile Wastes from Different Sources /$cAhu Demiroz Gun, Emine Songul Yigit. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe classification of acrylic textile wastes based on source is important, because each waste type from different sources greatly affects product quality. This study primarily deals with recycled acrylic fibers obtained from three categories of acrylic-based tops, yarn, and fabric waste through a mechanical recycling method of garneting. With the use of recycled acrylic fiber types as 100 % ratio and in blends with recycled cotton and virgin polyester fibers, open-end yarns in two twist coefficients were produced, and then the effects of these selected materials and twist coefficient on the unevenness (CVm) and tensile properties of the yarns were discussed. The 100 % recycled acrylic yarn type produced from the tops waste type revealed the lowest CVm results and the highest tenacity and breaking elongation results. The blending of the virgin polyester fiber with the recycled acrylic fiber types improved the tenacity results. It can be concluded that tops, yarn, and fabric acrylic wastes have potential to be used as sustainable and low-cost sources of raw material in the production of open yarns of acceptable quality. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aTextile factories. =700 1\$aYigit, Emine Songul,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200665.html =LDR 03762nab 2200553 i 4500 =001 JTE20210094 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210094$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210094$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA5 =082 04$a620$223 =100 1\$aFu, Xiaoqiang,$eauthor. =245 10$aCross-Term Suppression Method for Time-Frequency Spectrum of Engineering Blasting Signals /$cXiaoqiang Fu, Jin Yu, Liangyu Dai, Jifeng Liu, Jianguo Huang, Wenbin Ren. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aEngineering blasting vibration signals are affected by the test environment and contain noise and trend components, which leads to significant cross-term in the time-frequency (TF) distribution. To address these problems, a combined algorithm of matching pursuit (MP) and smooth pseudo-Wigner-Ville distribution (SPWVD) is proposed to suppress the TF spectrum cross-term and extract the signal features. An overcomplete atom library is constructed for signal feature matching according to sparse signal representation theory. Atomic reconstruction of the subsignal is achieved by MP decomposition, and the SPWVD distribution of the reconstructed subsignal is calculated and superimposed, yielding a more accurate TF expression of the blasting signal. The results show that the combined MP-SPWVD method can accurately suppress cross-term and improve the TF identification and feature analysis ability, which verifies the accuracy of its application in signal TF analysis. The combined algorithm is thus suitable for TF feature extraction of engineering blasting signals. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aEngineering$vCongresses. =700 1\$aYu, Jin,$eauthor. =700 1\$aDai, Liangyu,$eauthor. =700 1\$aLiu, Jifeng,$eauthor. =700 1\$aHuang, Jianguo,$eauthor. =700 1\$aRen, Wenbin,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210094.html =LDR 03762nab 2200553 i 4500 =001 JTE20200459 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200459$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200459$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE5.3.H5 =082 04$a625.8$223 =100 1\$aKomaragiri, Satyavati,$eauthor. =245 10$aExamining Different Alternatives to Delta Tc (ΔT c ) as a Parameter to Screen Asphalt Binders /$cSatyavati Komaragiri, Angelo Filonzi, Eliud Guevara, Darren Hazlett, Enad Mahmoud, Amit Bhasin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe Superpave performance grading (or PG) framework or a variation of this framework is often used as a purchase specification in the United States and as a tool to evaluate the expected performance of modified and unmodified asphalt binders in many countries around the world. During the last decade and in response to changes in the use of modified binders and extenders, several modifications and improvements have been proposed and implemented to improve this framework. One such modification is the use of the ΔTc parameter, which is based on the stiffness and m-value of an asphalt binder measured at low temperatures, as a metric to screen asphalt binders that contain higher concentrations of potentially deleterious refining products or as an indicator for susceptibility to premature cracking. The estimation of this parameter requires the determination of the true low temperature grade of the asphalt binder based on measurements carried out using a bending beam rheometer at multiple temperatures. This study explores the expected variability associated with the determination of this parameter as well as alternative metrics that can be more easily used on a routine basis as a quality control tool to screen binders with a low ΔTc value. Based on the evaluation of nearly 200 binders from several different suppliers in and around the state of Texas, this study shows that a combined use of stiffness and m-value measured at the low grade test temperature of the asphalt binder can be used as an effective specification/screening tool to detect binders that result in a very low value of ΔTc. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aBinders (Materials) =650 \0$aAsphalt$xAdditives. =700 1\$aFilonzi, Angelo,$eauthor. =700 1\$aGuevara, Eliud,$eauthor. =700 1\$aHazlett, Darren,$eauthor. =700 1\$aMahmoud, Enad,$eauthor. =700 1\$aBhasin, Amit,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200459.html =LDR 03762nab 2200553 i 4500 =001 JTE20210006 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210006$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210006$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126$223 =100 1\$aKawabata, Tomoya,$eauthor. =245 10$aSimplified Prediction Method of Stress Intensity Factor in Mid-thick Plane in 3D Cracked Body and Its Difference from 2D Handbook Formula /$cTomoya Kawabata, Hiroaki Kosuge, Takumi Ozawa, Yoshiki Mikami. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe authors have been working to improve the crack tip opening displacement (CTOD) evaluation standard as a fracture parameter for the cleavage-type brittle fracture critical condition of carbon steel. In 2016, WES1108, Standard Test Method for Crack-Tip Opening Displacement (CTOD) Fracture Toughness Measurement, which is the CTOD test standard in Japan, was revised, and subsequently, the CTOD calculation formula of ISO 15653:2010, Metallic Materials – Method of Test for the Determination of Quasistatic Fracture Toughness of Welds, was revised in 2018, focusing on the study of the formula that constitutes the basis of the standard. Similar to the original British Standards equation, the proposed CTOD calculation formula consists of a small-scale yield (SSY) term and a plastic term, but in the SSY term, the two-dimensional (2D) stress intensity factor (SIF) is used. The authors focused on the incorrectness of this treatment derived from the difference between 2D and three-dimensional (3D). Here, two accurate relationships have been explored through systematic finite element method analyses; one is the correlation of the 3D SIF values in the mid-thickness plane and 2D SIF, and the second is the relationship between the actual 3D SIF in mid-thickness and the CTOD in mid-thickness. The KI ratio (K3D/K2D) sharply coincides with the value 1.11, as inferred in several previous pieces of research in the idealistic infinite plate with a crack. However, if the ligament size is finite as in the actual fracture toughness test, the KI ratio drops significantly from 1.11, and in some cases, the KI ratio is less than 1. By unifying these findings, a new precise CTOD formula has been established. Lastly, the study inferred that the error of the calculation formula is improved, especially in small thickness regions, as compared with the current standard proposed in 2016 and 2018 by the authors. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aStrains and stresses. =700 1\$aKosuge, Hiroaki,$eauthor. =700 1\$aOzawa, Takumi,$eauthor. =700 1\$aMikami, Yoshiki,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210006.html =LDR 03762nab 2200553 i 4500 =001 JTE20200474 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200474$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200474$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA438 =082 04$a620.135$223 =100 1\$aMohajeri Nav, Foad,$eauthor. =245 10$aStructural Performance of CNT-Reinforced Cementitious Materials Considering the Effect of Chirality of Nanotubes /$cFoad Mohajeri Nav, Mahsa Fakharpour, Maryam Gholizadeh Arashti. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (26 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe chirality of carbon nanotubes (CNTs) directly affects their mechanical properties, i.e., compressive and tensile strength, and hence, engineering behavior of the modified composites is dependent on these chirality-controlled characteristics. Despite extensive evaluations, the chirality of CNTs and the corresponding effects on cement-based materials have not been well addressed. Thus, in the present study, multiwall CNTs, including armchair, chiral, and zigzag CNTs, with different chiralities were incorporated separately into cement pastes to investigate the engineering behavior of the resulting composites. Compressive and flexural strength was evaluated; also, a scanning electron microscope (SEM) was applied to analyze the dispersion of the nanotubes, porosity of the paste, and effects of CNTs on the micro-crack progression. In addition, the effects of nanotubes physical characteristics were evaluated based on a comprehensive comparative study; also, the corresponding influence in conjunction with the CNT content was probed. The results revealed that while armchair-modified composites led to undesirable strength development, specimens modified by chiral CNTs demonstrated great structural enhancement. According to the SEM images, the reduction of cracks, bridging effects of the nanotubes, and higher hydration rates were observed. The results of the present study could be utilized for developing CNT-modified composites with optimized engineering behavior. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aPolymer-impregnated cement. =700 1\$aFakharpour, Mahsa,$eauthor. =700 1\$aArashti, Maryam Gholizadeh,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200474.html =LDR 03762nab 2200553 i 4500 =001 JTE20200483 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200483$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200483$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.A1 =082 04$a631.42$223 =100 1\$aDep, Linus,$eauthor. =245 10$aA New Low-Activity Nuclear Density Gauge for Soil Density Measurements /$cLinus Dep, Robert E. Troxler, James Sawyer, Sumuna Mwimba. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (22 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aFor decades, nuclear density gauges have been used to measure the density and moisture content of soil during compaction testing in road and embankment construction. Worldwide regulatory agencies consider nuclear density gauges as controlled devices because of their inclusion of radioisotope sources. Regulatory requirements, such as the need for licensing, special storage, special transportation procedures, gauge operator training, and personal dosimetry, have become burdens for gauge users. Recently, a new nuclear density gauge for measuring soil wet density was declared exempt from licensing and other nuclear regulatory requirements in the United States. The new gauge uses an extremely low-activity radioisotope source. It further incorporates a separate probe operating on electromagnetic principles for soil moisture measurement or any other moisture measurement method the user desires. This paper presents the design features and measurement properties of this low-activity nuclear density gauge and its associated moisture probe. The measurement properties were determined from laboratory and field studies that were conducted in North Carolina, United States. These studies showed that the sensitivity and precision of wet density measurements made by the low-activity nuclear density gauge were similar to those made by a conventional nuclear density gauge. The wet density measurements made by the low-activity gauge and conventional gauge showed a strong correlation and agreement. For the two field sites studied, a silty sand subbase and a cement-treated aggregate base course, the dry density agreement between the low-activity nuclear density gauge/moisture probe and the conventional nuclear density gauge was within 3 lb/ft3 (48 kg/m3). =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aSoils$xAnalysis. =650 \0$aSoil moisture. =650 \0$aNuclear physics$xInstruments. =700 1\$aTroxler, Robert E.,$eauthor. =700 1\$aSawyer, James,$eauthor. =700 1\$aMwimba, Sumuna,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200483.html =LDR 03762nab 2200553 i 4500 =001 JTE20200436 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200436$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200436$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA404.C3 =082 04$a680$223 =100 1\$aMeehan, Andrew,$eauthor. =245 10$aInvestigation of an Ice Hockey Helmet Test Protocol Representing Three Concussion Event Types /$cAndrew Meehan, Andrew Post, T. Blaine Hoshizaki, Michael D. Gilchrist. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAlthough ice hockey helmet standards mitigate the risk of catastrophic head injuries, the risk of concussion remains high. To improve protection, helmets need to be evaluated using impact conditions reflecting how concussions occur in ice hockey. The purpose of this research was to evaluate how three helmet impact tests represent three common concussive events in ice hockey. An ice drop test (representing head-to-ice impacts), 30° and 45° anvil boards drop tests (representing head-to-boards impacts), and medium and high shoulder compliance pneumatic ram tests (representing shoulder-to-head impacts) were performed on a hybrid III headform. Finite element analysis using the University College Dublin Brain Trauma Model was conducted to calculate maximum principal strain (MPS). The mean dynamic response and MPS from each helmet test were compared to a dataset of concussive injury reconstructions. Stepwise forward multiple linear regressions identified the dynamic response variables producing the strongest relationship with MPS for each helmet test and concussion reconstructions. The results indicated that the ice and boards drop test and shoulder ram test had magnitudes and relationships between variables similar to the concussion reconstructions. The proposed testing methodologies in this study closely approximated concussion mechanics in ice hockey and inform improved helmet test standards and design. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aSafety hats$xStandards. =650 \0$aHelmets$xStandards. =650 \0$aHockey$xSafety measures. =650 \0$aHockey injuries. =700 1\$aPost, Andrew,$eauthor. =700 1\$aBlaine Hoshizaki, T.,$eauthor. =700 1\$aGilchrist, Michael D.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200436.html =LDR 03762nab 2200553 i 4500 =001 JTE20200505 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200505$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200505$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA645 =082 04$a623.817$223 =100 1\$aMawlood, Yousif,$eauthor. =245 10$aModeling and Statistical Evaluations of Unconfined Compressive Strength and Compression Index of the Clay Soils at Various Ranges of Liquid Limit /$cYousif Mawlood, Ahmed Mohammed, Rizgar Hummadi, Ahmed Hasan, Hawkar Ibrahim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA significant stage in geotechnical engineering is to establish geotechnical properties of soil models to predict the most important soil properties such as unconfined compressive strength (UCS) and compression index (Cc) because they are the main parameters in the state design of the footings, pavements, or stability assessment of existing structures or slopes. This study is focused on developing models to predict the compressive strength and Cc for the clay soils as a function of Atterberg limits, natural moisture content, dry density, void ratio, and fine content (passing ≤ 0.075 mm). The UCS of the soils ranged from 24 to 340 kPa and was quite accurately quantified using the laboratory-tested data and data collected from published research studies. The Cc of the soils varied between 0.0878 to 0.8317, which was also correlated as a function of easy measurable soil properties such as Atterberg limits, natural moisture content, density, void ratio, and fine contents (percentage passing sieve number 200). A wide experimental test results (a total of 253 tested soils) were combined with more than 350 data collected from different academic research studies, and total data were statistically analyzed and modeled. In the modeling process, the most relevant parameters affecting the compressive strength and Cc of soils incorporation ratio (6–41 % of moisture content), plasticity index (7–72 %), dry density (11–19 kN/m3), and fine content (0–100 %). According to the correlation determination, mean absolute error, and the root mean square error, the compressive strength and Cc of soil can be well predicted in terms of liquid limit, plasticity index, moisture content, dry density, void ratio, and percentage passing sieve No. 200 (75 µm) using linear simulation techniques. The sensitivity investigation concludes that the dry density and moisture content are the most important parameters for the prediction of the compressive strength and Cc, respectively, with the training data set. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aStability. =650 \0$aClay soils. =700 1\$aMohammed, Ahmed,$eauthor. =700 1\$aHummadi, Rizgar,$eauthor. =700 1\$aHasan, Ahmed,$eauthor. =700 1\$aIbrahim, Hawkar,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200505.html =LDR 03762nab 2200553 i 4500 =001 JTE20200710 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200710$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200710$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.85$223 =100 1\$aForton, Andrei,$eauthor. =245 10$aCritical Temperatures Blending Chart for Binder Blends Produced with RAP Binder and Rejuvenator /$cAndrei Forton, Salvatore Mangiafico, Cédric Sauzéat, Hervé Di Benedetto, Paul Marc. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe objective of this article was to investigate the influence of a rejuvenator of vegetal origin on the behavior of several binder blends at low and high temperatures. An important characteristic of a binder is the critical temperatures that are related to the pavement performance (its susceptibility to temperature change). One fresh binder (50/70 penetration grade binder), a Reclaimed Asphalt Pavement (RAP) binder, and a rejuvenator were blended in different dosages, and a total of 17 binders were tested. Complex shear modulus tests at high and intermediate temperatures and bending beam rheometer tests at low temperatures were performed in order to obtain the critical temperatures. Another objective was to estimate TDSRhighcritical and TBBRlowcritical for all blends from the experimental results of base constituents by using two estimation approaches (a classical and a proposed approach, which is an original input of this work). A statistical analysis was performed in order to highlight their validity. Good correlation was found between the experimental and the estimated results. However, a more accurate estimation was performed with the proposed approach that has the great advantage of requiring only the temperature values and concentrations (a,b,c) for the three base components (respectively, fresh binder, RAP binder, and rejuvenator). =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aBinders. =650 \0$aViscosity. =700 1\$aMangiafico, Salvatore,$eauthor. =700 1\$aSauzéat, Cédric,$eauthor. =700 1\$aDi Benedetto, Hervé,$eauthor. =700 1\$aMarc, Paul,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200710.html =LDR 03762nab 2200553 i 4500 =001 JTE20210069 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210069$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210069$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA4.02 =082 04$a621.36/7$223 =100 1\$aPanneerselvam, R. G.,$eauthor. =245 10$aStudy of the Required Directional Color Contour Option for the Controlled Weave Application in the Jacquard Graph Designing /$cR. G. Panneerselvam, C. Prakash. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe jacquard graph designers need to edit the motif outline perfectly as per the required shape. Then the designer has to retain the perfection of the edited boundary by the controlled application of binding weave marks. In this study, the possibility of using the “required directional color contour option” for controlled/restricted application of binding weaves in jacquard graph designing to get a perfect boundary of figure and ground is explored. The necessity of controlled application of binding weave marks required for extra warp, extra weft, and single cloth figured graph designing is noted. The presently used “all directional color contour option” is studied. The required directional color contour option available in the Arahpaint software is analyzed. The steps involved in using the “required directional color contour option” with the “brush option” for the application of binding weaves are explored. It is noted that all directional color contour option is an indirect methodology, whereas required directional color contour option is a direct methodology. It is observed that the systematic use of the required directional color contour option restricts the application of binding weave marks only in the essential places and avoids it in the nonrequired edges and corners of figure and ground portions of the graph design. By this, the edited design boundary is maintained without any distortion in shape even after the application of binding weave marks. It enables for flawless application of binding weave for the smallest and intricate figured extra warp, extra weft, and single cloth figured graph designs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aPolyhedra$xComputer simulation. =650 \0$aComputer graphics. =700 1\$aPrakash, C.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210069.html =LDR 03762nab 2200553 i 4500 =001 JTE20200680 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200680$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200680$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA402 =082 04$a620.11203$223 =100 1\$aBausano, Jason,$eauthor. =245 10$aNew Approach to Determine Standard Deviation and Precision Estimates for ASTM D4867/D4867M and AASHTO T283 /$cJason Bausano, Richard Steger. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aMoisture damage in asphalt pavements can be attributed to the incompatibility of the asphalt binder, aggregate, or the interaction of the asphalt binder and aggregate. Moisture damage can accelerate pavement distresses such as cracking and rutting. The most widely used test methods by state highway agencies are AASHTO T283-14, Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage, and ASTM D4867/D4867M-09, Standard Test Method for Effect of Moisture on Asphalt Concrete Paving Mixtures. Some state highway agencies evaluate moisture resistance during production to ensure a quality asphalt mixture. Currently AASHTO T283-14 and ASTM D4867/D4867M-09 do not provide a method to calculate the standard deviation of the tensile strength ratio (TSR), nor does it provide precision estimates for the TSR. The objective of this paper is to show how one can calculate the variance (or standard deviation) of a variable when the value of interest (i.e., TSR) is calculated from two other random variables. The standard deviation of a random variable that is a quotient of two other variables can be calculated easily as long as the individual variables are random, independent, and the standard deviations are small relative to the mean. The novelty of this approach is in a statistics-based method for determining the standard deviation of the TSR based on using an approximation for the ratio variance using ASTM D4460-97, Standard Practice for Calculating Precision Limits Where Values Are Calculated from Other Test Methods. This new approach to calculate the standard deviation of the TSR will be used to develop a precision statement for AASHTO T283-14 and ASTM D4867/D4867M-09 following ASTM E691-19e1, Standard Practice for Conducting an Interlaboratory Study to Determine the Precision of a Test Method (Superseded). =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aTesting. =700 1\$aSteger, Richard,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200680.html =LDR 03762nab 2200553 i 4500 =001 JTE20200599 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200599$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200599$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.G44 =082 04$a624.1$223 =100 1\$aZhou, Yang,$eauthor. =245 10$aImpact of Beater Shape in Mixing Test to Determine Clogging Potential /$cYang Zhou, Chao Kang, Alireza Bayat. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aClogging is a common phenomenon in tunnel boring machine (TBM) excavations, and cutterhead shape can influence clogging potential. In this research, a mixing test with a newly proposed index has been introduced to assess clogging potential. Five mixtures—composed of different percentages of bentonite and kaolin—were employed to simulate soil conditions. For each mixture, samples with five different water contents (ranging between the plastic and liquid limits) were employed in the mixing test. Three different beater shapes were used to investigate the effect of beater shape on mixing test results. The ratio (A′/A) between the open area of the beater (A′) and the entire surface area of the beater with no opening (A) was introduced to quantify the difference in beater shape. The Hobart mixer used in the research is 18.9 liter (20-qt). Two indexes were used to analyze mixing test results: the weight of soil stuck to the beater per unit area (W/Ac) and the weight of soil stuck to the beater (GB). The results indicate that both W/Ac and GB increase with increasing bentonite content in the mixture. However, there are no clear trends that can be observed in GB for different beater shapes. The variation of maximum GB is within 0.5 kg when A′/A increases from 0.52 to 0.7 for the 5 clay mixtures, showing a difference of 12 %. It is concluded that W/Ac increases dramatically with an increase in the open area of the beater, whereas GB only varies slightly. Undoubtedly, the shape of beater used cannot be ignored for tests to assess clogging potential. Furthermore, W/Ac is a good indicator to detect the impacts of beater shape on mixing test results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aMudstone. =700 1\$aKang, Chao,$eauthor. =700 1\$aBayat, Alireza,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200599.html =LDR 03762nab 2200553 i 4500 =001 JTE20200778 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200778$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200778$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK5105.888 =082 04$a005.72$223 =100 1\$aShanthi, T.,$eauthor. =245 10$aRobust Fabric Defects Inspection System Using Deep Learning Architecture /$cT. Shanthi, M. E. Paramasivam, C. Prakash, K. Manju, Eldho Paul, R. Anand, P. M. Dinesh, R. S. Sabeenian, D. Raja. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aClothing is one of the fundamental requirements for living. The fabric business is a steadily developing industry because the interest in dress will never diminish. To support the development of the clothing industry, the clothing industry needs to take rigid measures to keep up the quality of the pieces of fabric they produce. The industry needs a worker to screen the quality of the fabric using a manual fabric review framework. The goal of this article is to plan a profound deep learning algorithm to recognize the fabric types using computer vision. This article focuses on identification of fabric defects using convolutional neural network with the use of appropriate pooling layer, softmax layer, and rectified linear activation layer to acquire an undeniable degree of precision. The photographs of garments with various fabric defects like fabric broken pick defect, fabric with pattern, soiled fabric, fabric weft yarn defect, and plain fabric are considered for evaluation of the architecture. The performance of the architecture is measured with various performance measures like sensitivity, specificity, and accuracy. The algorithm produces the highest accuracy of 97.5 and 100 % for the training and testing samples, respectively, for soiled fabric type. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aWeb servers. =650 \0$aOpen source software. =700 1\$aParamasivam, M. E.,$eauthor. =700 1\$aPrakash, C.,$eauthor. =700 1\$aManju, K.,$eauthor. =700 1\$aPaul, Eldho,$eauthor. =700 1\$aAnand, R.,$eauthor. =700 1\$aDinesh, P. M.,$eauthor. =700 1\$aSabeenian, R. S.,$eauthor. =700 1\$aRaja, D.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200778.html =LDR 03762nab 2200553 i 4500 =001 JTE20200666 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200666$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200666$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD892 =082 04$a620.23021$223 =100 1\$aAli, Syed Humair,$eauthor. =245 10$aDegradation Rate Prediction of Bridges Using Historical Vibration Data /$cSyed Humair Ali, Tariq Mairaj Rasool Khan, Muhammad Atayyab Shahid, Waleed bin Yousuf. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPrediction of the future health state of civil structures allows maintenance agencies to undertake timely repair and replacement activities. Appropriate conduct of maintenance actions ensures accident-free operation of the transport network. Precise estimation of remaining useful life of civil structures is achievable through the availability of the degradation history, selection of appropriate degradation models, and efficient prognostic algorithms. In the reported research work, the variation in modal energy due to progressive degradation of the structure is used as a degradation quantification feature. Then, a sequential Monte Carlo–based particle filter (PF)–based scheme is reformulated to undertake bridge health prognosis of an aging in-service concrete bridge situated in a harbor area, using historical nondestructive testing data. A microelectromechanical systems–based accelerometer sensors are installed at different bridge segments to record vibration data. The historical database of the degradation feature is segmented into training and validation regions. The particle filter algorithm ultimately predicts the posterior probability density function of the degradation quantification feature for the next time instant(s). The promising prognostic results highlight the efficacy of the proposed scheme. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aVibration. =700 1\$aKhan, Tariq Mairaj Rasool,$eauthor. =700 1\$aShahid, Muhammad Atayyab,$eauthor. =700 1\$aYousuf, Waleed bin,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200666.html =LDR 03762nab 2200553 i 4500 =001 JTE20210125 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210125$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210125$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ334.2 =082 04$a006.303$223 =100 1\$aÖzsoy, Koray,$eauthor. =245 10$aReal-Time Data Analysis with Artificial Intelligence in Parts Manufactured by FDM Printer Using Image Processing Method /$cKoray Özsoy, Bekir Aksoy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this study, samples manufactured with polylactic acid (PLA) plastic material using the fused deposition modeling (FDM) type printer were analyzed during the manufacturing process using image processing and real-time big data analysis. The purpose of real-time big data analysis is to provide an effective and efficient guide to the user in the manufacturing process regarding the manufactured part’s mechanical properties. In this study, compression samples were prepared according to ASTM D695-15, Standard Test Method for Compressive Properties of Rigid Plastics, test standards and subjected to mechanical tests. In the first stage of the research, using artificial neural networks (ANNs), processing parameters were estimated with 92.5 % accuracy according to the R2 performance evaluation criterion. In the second stage, each layer’s infill percentage and layer thickness of the compression sample were analyzed using image processing techniques. In the final stage of the study, using the Python programming language, a user-specific visual interface is designed for showing the results and graphics related to the material processing step in FDM 3D printing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aArtificial intelligence. =700 1\$aAksoy, Bekir,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210125.html =LDR 03762nab 2200553 i 4500 =001 JTE20210120 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210120$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210120$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA413.5 =082 04$a620.1123028$223 =100 1\$aSong, Yao,$eauthor. =245 10$aComparisons of Caustics and Strain Gauge Methods for Determining Mixed Mode Fracture Toughness of PMMA /$cYao Song, Zhongwen Yue. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aBoth caustics and the strain gauge methods are considered to be effective approaches to study material mixed mode fracture toughness. However, not many studies have recorded quantitative comparisons between these two methods. In this paper, three-point-bend tests are conducted using caustics and the strain gauge method simultaneously to determine the critical mixed mode stress intensity factors of polymethyl methacrylate (PMMA) specimens. The mixed mode fracture toughness is then derived by employing both methods for a thorough comparison and analysis. Besides, the J-integral method in ABAQUS simulation software is also employed for a further illustration of these two methods. According to the results, there is a similar changing trend in toughness calculated by caustics and the strain gauge method when there is an increase in a/b ratio (a is the crack length; b is the specimen width) of PMMA specimens. The differences in terms of mixed mode fracture toughness values between these two methods are quite narrow. Besides, in comparison to KIc, the variations of KIIc obtained by both methods are shown to change drastically as the a/b ratio of the specimen increases. Additionally, by analyzing and comparing these two methods, it is found that the caustic method is more sensitive when measuring the mixed mode fracture toughness, whereas the strain gauge method can satisfy a rough and quick need for calculating key fracture parameters. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aStrain gages. =700 1\$aYue, Zhongwen,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210120.html =LDR 03762nab 2200553 i 4500 =001 JTE20210042 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210042$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210042$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC373.O59 =082 04$a621.362$223 =100 1\$aBridge, John W.,$eauthor. =245 10$aAccelerated UV Aging of a Wax-Based Binder Used in Synthetic Granular Composite Equine Sports Surfaces /$cJohn W. Bridge, Cham Hang Yeung, Kaleb M. Dempsey, Devin A. Yoshizumi, Kristofer S. Weisshaupt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA series of controlled ultraviolet (UV) exposure tests were conducted on a virgin high-oil content, paraffin-based wax binder used in an operational US Thoroughbred horse racetrack to simulate multiyear outside exposure. This type of hydrocarbon binder is commonly used in synthetic granular composite surfaces used in North American Thoroughbred horse racetracks and other equine sports surfaces. The binder coats the sand, fiber, and rubber particulate that make up the surface. Previous research on this binder, extracted yearly from the same racetrack over a six-year period, showed that environmental oxidation increased steadily (no material was added to the surface during this period). Chemical and compositional changes to the binder have been shown to affect the mechanical performance of the overall surface, which may impact the safety of both horse and jockey/rider. The results of this study demonstrate that two days of accelerated aging in the laboratory using a UV-modified convective furnace generates binder oxidation consistent with six years of natural environmental exposure. The increase in oxidation over time, determined using the 1,700 cm−1 carbonyl absorption peak in the infrared absorption spectrum, was found to be linear in nature, thus giving a practical method to correlate aging over time with other synthetic racetrack surfaces and associated wax-based binders. Results were substantiated by Fourier transform infrared spectroscopy, with supporting data from differential scanning calorimetry, and gas chromatography–flame ionization detection. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aOptical detectors. =700 1\$aYeung, Cham Hang,$eauthor. =700 1\$aDempsey, Kaleb M.,$eauthor. =700 1\$aYoshizumi, Devin A.,$eauthor. =700 1\$aWeisshaupt, Kristofer S.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210042.html =LDR 03762nab 2200553 i 4500 =001 JTE20190542 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20190542$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20190542$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a624.176$223 =100 1\$aWatanabe, Masamitsu,$eauthor. =245 10$aOptimization of Test Conditions for Evaluating Hydrogen Embrittlement Susceptibility of High-Strength Steel for Prestressed Concrete Poles /$cMasamitsu Watanabe, Norihiro Fujimoto, Yosuke Takeuchi, Takashi Sawada. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWe optimized the test conditions for evaluating the hydrogen embrittlement susceptibility of High-strength steel used in prestressed concrete. Through experiments, we clarified the effects of an applied potential and ammonium thiocyanate (NH4SCN) concentration on hydrogen content. An applied potential of −1.0 V versus Ag-AgCl Electrode (SSE) and an NH4SCN concentration of 1.0 wt. % were optimal for the test. We also determined the dimensions of the test cell and test temperature. Experiments in which we soaked different lengths of specimens and changed the solution volume to specimen area ratio led us to design a test cell with a soaking length of 15 cm and an inner diameter of 8 cm. A test temperature of 50°C was chosen for acceleration of hydrogen embrittlement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aReinforced concrete construction. =700 1\$aFujimoto, Norihiro,$eauthor. =700 1\$aTakeuchi, Yosuke,$eauthor. =700 1\$aSawada, Takashi,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20190542.html =LDR 03762nab 2200553 i 4500 =001 JTE20210039 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210039$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210039$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a620.196$223 =100 1\$aKeshavarzi, Behrooz,$eauthor. =245 10$aA Composite Model for Predicting the Coefficient of Thermal Contraction for Asphalt Concrete Mixtures /$cBehrooz Keshavarzi, Douglas Mocelin, Y. Richard Kim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (23 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThermal cracking is one of the most prevalent types of distress found in asphalt concrete pavement sections. The coefficient of thermal contraction (CTC) is the intrinsic parameter that determines the thermal contraction of asphalt mixtures subjected to temperature drop. Thus, thermal stress and associated thermal damage are greatly affected by the CTC of the mixture. The direct measurement of a mixture’s CTC is the most reliable and at the same time cumbersome method for predicting the thermal contraction of asphaltic mixtures. In this study, for Level I analysis, we measured the CTCs of mixtures that have a wide range of properties and reported the data. In order to remedy the difficulties associated with directly measuring CTC, we herein propose a simple yet accurate composite model. The suggested approach enables pavement engineers to predict CTC values as the temperature drops. The formulation requires the mixture’s volumetric properties, elastic modulus, and CTC of the aggregate a priori. With regard to binder, the formulation requires the CTC and relaxation modulus as input parameters. This procedure constitutes the Level II analysis for which the binder CTC is required beforehand. A database that constitutes a basis for estimating binder CTC was developed from measurements reported in the literature. The database can be used to fill the value for binder CTC in the developed composite model for the sake of predicting mixture CTC. This procedure constitutes Level III analysis. Levels II and III only differ with respect to the input value for binder CTC. The CTC values from the measurements and predicted from the composite model (Levels II and III) are compared. In order to fully understand the effects of Level II and III errors in estimating mixture CTCs, we also compared the thermal stress obtained from the predicted and measured CTCs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aAsphalt. =650 \0$aAsphalt concrete. =700 1\$aMocelin, Douglas,$eauthor. =700 1\$aRichard Kim, Y.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210039.html =LDR 03762nab 2200553 i 4500 =001 JTE20210050 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210050$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210050$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA465 =082 04$a620.17$223 =100 1\$aMishra, Vinamra,$eauthor. =245 10$aComparative Evaluation of Surface Science Approach with Indirect Tensile Strength and Binder Bond Strength Tests to Determine Aggregate-Bitumen Bond /$cVinamra Mishra, Dharamveer Singh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (22 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe present study investigated the efficacy of moisture sensitivity parameters obtained from the surface free energy (SFE) approach, namely the energy ratio (ER) and physiochemical parameters, by comparing the tensile strength ratio (TSR) and bond strength ratio (BSR) parameters, obtained from indirect tensile strength and binder bond strength tests, respectively. The bond strength against the moisture damage of basalt aggregates collected from two different sources with three different binder types, namely, unmodified (VG30), crumb rubber–modified (CRMB60), and polymer-modified (PMB40) binders, was evaluated. Results showed that both the ER parameter, which evaluates stripping potential of bitumen, and physiochemical parameters, which relate the compatibility of water with aggregate and bitumen, evaluated different rankings of an aggregate-bitumen system against moisture damage. However, the comparative study showed that physiochemical parameters evaluated similar rankings of aggregate and bitumen as obtained using TSR and BSR parameters in determining the aggregate-bitumen bond. Thus, it indicates that stripping of a binder may not always be the primary reason for moisture damage in bituminous mixes. It was observed that B2-CRMB60 with the highest ER of 0.71 was the least favorable combination in terms of resistance to moisture damage because of its lowest value of standard TSR and BSR parameters (i.e., 0.72 and 0.74, respectively) compared with five other combinations of aggregate-bitumen systems. Therefore, it is advised to carefully select the bond strength parameters to identify compatible aggregate-bitumen combinations while using the SFE approach. Further, it was found that the SFE approach is capable of addressing the complex moisture damage mechanisms in bituminous mixes; hence, it can be used for forensic investigations related to moisture damage in the field. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aStrength of materials. =650 \0$aIron. =700 1\$aSingh, Dharamveer,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210050.html =LDR 03762nab 2200553 i 4500 =001 JTE20210183 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210183$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210183$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ325.5 =082 04$a006.31$223 =100 1\$aÖzsoy, Koray,$eauthor. =245 10$aOptimization of Thermal Modeling Using Machine Learning Techniques in Fused Deposition Modeling 3-D Printing /$cKoray Özsoy, Bekir Aksoy, Hilmi Cenk Bayrakçı. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this study, the cooler type produced with a fused deposition modeling (FDM) 3-D printer, one of the 3-D printing technologies, was investigated using image processing techniques and machine learning algorithms. This study aims to change the cooler design concept used in FDM 3-D printers and use image processing techniques and innovative machine learning algorithms to solve the temperature effect problems on the part. In this study, four different cooler types— no-cooler, A-type, B-type, and C-type—were used with an FDM 3-D printer, and each layer processing image of these parts was captured with a thermal camera. Temperature distribution diagrams of the parts were drawn according to layers using image processing techniques such as the Gaussian filtering method and the Sobel and Canny edge detection techniques. Using three different machine learning algorithms on the temperature data set obtained from the experimental study, cooler types were classified with an accuracy of over 90 %. The results showed that using machine learning algorithms, the most suitable cooler type can be selected with an accuracy of 95 % by the Extreme Gradient Boosting (XGBOOST) algorithm. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aMachine learning. =700 1\$aAksoy, Bekir,$eauthor. =700 1\$aBayrakçı, Hilmi Cenk,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210183.html =LDR 03762nab 2200553 i 4500 =001 JTE20210116 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210116$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210116$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA931 =082 04$a620.11232$223 =100 1\$aPeng, Linzhi,$eauthor. =245 10$aExperimental Study on Dynamic Mechanical Properties and Fracturing Behavior of Granite CSTFBD Specimens in SHPB Tests /$cLinzhi Peng, Zhongwen Yue, Xu Wang, Jun Zhou, Xiaolei Yue, Shengnan Xu, Peng Qiu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (22 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe purpose of this paper is to study the dynamic fracture mechanics characteristics and fracturing behavior of cracked-straight-through flattened Brazilian disk specimens using the Split Hopkinson Pressure bar system. The researchers also used Particle Flow Code 2D for simulating the crack process and achieved consistent outcomes. In this experiment, rock specimens were made from Beijing Fangshan granite. The results of the experiment determined the effects of impact pressures and loading angles on the crack mode and mechanical properties of the specimens. These specimens have attained the stress equilibrium state prior to failure. With greater impact pressure, there will be faster changes in the corresponding equivalent tensile stress, while the peak value remains relatively high under the same loading angle. With different loading angles, the change rate of the equivalent tensile stress remains the same; however, the time required to reach the maximum stress becomes different. For a 30° loading angle, the energy dissipation ratio in accordance with the same impact pressure is lower than compared to that of a 0° loading angle. In this experiment, several cracks have been produced under a different range of impact pressures and loading angles, which can be classified into six types. They include two types of tensile cracks, shear cracks, and tensile-shear cracks. At a 0° loading angle, mode I fracture occurs, and at 15° and 30° loading angles, a mixed-mode I-II fracture occurs on the specimen. Furthermore, triangular fracture zones occur on the two end faces of the specimens under the loading force due to the concentration of local stress during the force process. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aViscoelasticity. =700 1\$aYue, Zhongwen,$eauthor. =700 1\$aWang, Xu,$eauthor. =700 1\$aZhou, Jun,$eauthor. =700 1\$aYue, Xiaolei,$eauthor. =700 1\$aXu, Shengnan,$eauthor. =700 1\$aQiu, Peng,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210116.html =LDR 03762nab 2200553 i 4500 =001 JTE20210096 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210096$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210096$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD281.P6 =082 04$a620.19204232$223 =100 1\$aSureyya Karabeyoglu, Sencer,$eauthor. =245 10$aEffect of Temperature on Wear Behavior of Multilayered Thin Cr-Coated Acrylonitrile–Butadiene–Styrene Polymer :$bAn Experimental and Prediction Study /$cSencer Sureyya Karabeyoglu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe wear behavior of thin chromium-coated and uncoated acrylonitrile–butadiene–styrene (ABS) samples were investigated by using a pin-on-disk test apparatus with a heat chamber for different temperatures of 30°C, 50°C, 70°C, 90°C, and 110°C. The wear tracks were characterized with a scanning electron microscope, energy dispersive X-ray spectroscopy, and widefield confocal microscope. The tests showed that the wear of thin chromium-coated ABS samples exhibited better results under high temperature in comparison with uncoated samples. Then, the experimental data are used to create Nonlinear AutoRegressive with eXogenous inputs (NARX) and transfer function prediction models for wear experiments. It is observed that the NARX model matches quite well with the experimental data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aViscoelasticity. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210096.html =LDR 03762nab 2200553 i 4500 =001 JTE20210175 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210175$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210175$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aMuthusamy, Lekha Priya,$eauthor. =245 10$aAdaptive Neuro-Fuzzy Inference System to Predict the Release of Microplastic Fibers during Domestic Washing /$cLekha Priya Muthusamy, Aravin Prince Periyasamy, Jiri Militky, Palani Rajan Thangasamy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aMicroplastic particles are a burgeoning population crisis in marine environments. This work is to predict the release of microplastic fibers from jeans made from polyester during domestic washing by using of adaptive neuro-fuzzy inference system (ANFIS) model. The advantage of the ANFIS model is to predict the variations between the randomly chosen parameters. This prediction model can be cost-effective and slowed down to study behavior more closely. The consequence of washing duration, temperature, spin speed, detergent types, and conditioner usage was investigated against the microplastic fiber release. The washing temperature, washing duration, spin speed, detergent types, and addition of conditioner are the main factors for this research work. The forecast presentations have been exposed by having a considerably lowered root mean square error value of 3.23 compared with the variant of the experiment as exposed by its standard deviation for the ANFIS version. This ANFIS model will be able to provide a theoretical understanding to enhance and inhibit microplastic fiber release from jeans. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aRefractory materials. =700 1\$aPeriyasamy, Aravin Prince,$eauthor. =700 1\$aMilitky, Jiri,$eauthor. =700 1\$aThangasamy, Palani Rajan,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210175.html =LDR 03762nab 2200553 i 4500 =001 JTE20210011 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210011$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210011$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.84$223 =100 1\$aSukhija, Mayank,$eauthor. =245 10$aNovel Pervious Concrete Paver Blocks for Sustainable Pavements /$cMayank Sukhija, Anush K. Chandrappa, Nikhil Saboo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPervious concrete pavements (PCPs) are known for their interconnected pores that provide environmental benefits. The high latent capacity, infiltration rate, and skid resistant riding surface highlight the benefits of pervious concrete as pavement material. PCPs are one of the best storm water management practices, but its implementation is still scarce. In this study, novel pervious concrete paver blocks were manufactured as per factory-based procedure and were tested for their properties. The experimental matrix included the shape of paver block, gradation (G1 and G2), water-to-cement ratio (w/c) and cement-to-aggregate (c/a) ratio as variables. The G2 gradation depicted higher density (1,900–2,450 kg/m3) than G1 (1,700–2,350 kg/m3) for the same mix composition. The w/c and c/a should be limited to 0.30 and 0.25, respectively, to avoid drain down of cement paste to the bottom of blocks due to their reduced thickness, which may otherwise render the blocks impervious. The infiltration rate varied over a range of 0.49 to 1.60 mm/s, depicted a lower variation as a function of shape, but significant variation was observed with respect to c/a and w/c. The compressive strength of the paver blocks varied as a function of shape and c/a ratio, where a strength of at least 15 MPa was achieved. The clogging study indicated there was an initial sudden reduction in the infiltration rate followed by a reduced rate of reduction, leading to a terminal infiltration rate (10–15 % of initial infiltration rate). Overall, the study aimed at providing an alternative approach to implement PCP in the form of interlocking blocks, which can be easily constructed with minimum machinery support. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aPavements, Concrete$xDesign and construction. =700 1\$aChandrappa, Anush K.,$eauthor. =700 1\$aSaboo, Nikhil,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210011.html =LDR 03762nab 2200553 i 4500 =001 JTE20210257 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210257$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210257$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD323 =082 04$a572.56682$223 =100 1\$aDivya, R.,$eauthor. =245 10$aEffect of Tuck and Miss Stitch on the Geometrical Properties of Regenerated Cellulose Plain and Derivative Knit Structures /$cR. Divya, C. Prakash, S. Kubera Sampath Kumar, R. Rathinamoorthy, K. V. Kumar, A. Jebastin Rajwin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study aimed to analyze the effect of tuck and miss stitch structures of regenerated cellulose fabrics like viscose, modal, Tencel, and bamboo. The fabrics were developed with the same stitch length and tightness factor and analyzed for their geometrical properties after dry and wet relaxation. The study results revealed that wet relaxation treatment showed more significant changes in the geometrical constant values (K) than the dry relaxation process. The highest wale density change was noted with cross miss stitch fabric and a maximum course density change noted for cross tuck samples after dry and wet relaxation. The differences in wale and course density were noted as statistically insignificant for the aforementioned structure after dry and wet relaxation (p > 0.05). However, in the case of stitch density, there is a statistical significance noted for the tested samples (p p > 0.05). =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aCellulose$xChemistry. =650 \0$aCellulose$xStructure. =700 1\$aPrakash, C.,$eauthor. =700 1\$aSampath Kumar, S. Kubera,$eauthor. =700 1\$aRathinamoorthy, R.,$eauthor. =700 1\$aKumar, K. V.,$eauthor. =700 1\$aRajwin, A. Jebastin,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210257.html =LDR 03762nab 2200553 i 4500 =001 JTE20210220 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210220$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210220$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP339 =082 04$a662.88$223 =100 1\$aRiley, John T.,$eauthor. =245 10$aMeasurement and Importance of Volatile Matter in Coals and Biofuels /$cJohn T. Riley, Mason Marsh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aVolatile matter values for solid fuels are used to assess their burning rates and, thus, provide a basis for the buying and selling of these fuels. The major factors that affect volatile matter yields are the type of fuel, moisture contents, and the heating rates used in the tests. This paper reports the results of experiments designed to improve the reliability and application of test methods for the determination of volatile matter in various solid fuels. The macro thermogravimetric analysis studies described herein include the rapid drying of analysis samples of coal and the effect on volatile matter yields, the heating of various chars at high temperatures to reach a state of constancy, the measuring of decomposition moisture, an “elusive” constituent in coal, and the cocombustion of coals and other solid fuels. The presence of residual moisture and decomposition moisture in the coal during the volatile matter tests increases the measured volatile matter yields even though the residual moisture has been factored out. The rates of heating solid fuels during volatile matter tests affect the volatile matter yields because of the presence of different types of moisture in the fuel that are released at different temperatures. The heating rates used in volatile matter tests affect the type of compounds released and the total volatile matter yields of coals and biofuels. The experiments reported in this paper were instrumental in the decision of ASTM Committee D05 on Coal and Coke to recently revise the classic volatile matter standard test method D3175 to change the temperature for drying sparking coals from 600°C to 107°C. The role volatile matter plays in the combustion of fuel blends is discussed in this article. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aBiomass energy. =700 1\$aMarsh, Mason,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210220.html =LDR 03762nab 2200553 i 4500 =001 JTE20210144 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210144$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210144$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS593 =082 04$a631.4$223 =100 1\$aSchwerin, Matthew R.,$eauthor. =245 10$aDevelopment of a Standard Test Method for Assessing Mechanical Penetration of Personal Protective Equipment Material to Test Soils by Simulating Actual Use /$cMatthew R. Schwerin, Anne D. Lucas, Terry O. Woods. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPreventing healthcare worker exposure to dangerous pathogens is a crucial factor in sustaining the fight against Ebola, Coronaviruses, and other microorganisms that may cause infectious diseases. It is critical that personal protective equipment (PPE) used to protect healthcare workers be safe and effective in meeting labeled performance claims for barrier resistance to deadly viruses such as Ebola (Zaire ebolavirus) and severe acute respiratory syndrome coronavirus 2. The aim of this study is to develop a readily reproducible and standardized simulated use test for gown and drape materials using a blood test soil to evaluate the ability of the materials to prevent penetration of clinically relevant test soils at clinically relevant pressures. We designed and constructed a simulated use “elbow lean” apparatus based on the apparatus in ASTM F1819, Standard Test Method for Resistance of Materials Used in Protective Clothing to Penetration by Synthetic Blood Using a Mechanical Pressure Technique, that applies a physiologically relevant load to PPE material. We developed a test protocol for our proposed method and used the apparatus on a variety of PPE materials to assess penetration of a blood test soil. The testing demonstrated that the new apparatus can be used to assess penetration of a blood test soil through PPE materials under conditions that are more clinically relevant than those in ASTM F1670, Standard Test Method for Resistance of Materials Used in Protective Clothing to Penetration by Synthetic Blood, and ASTM F1671, Standard Test Method for Resistance of Materials Used in Protective Clothing to Penetration by Blood-Borne Pathogens Using Phi-X174 Bacteriophage Penetration as a Test System. The apparatus and procedure detailed in this study will be proposed for use in the development of a new standard test method for assessing mechanical penetration of PPE to test soils that better simulate clinical use conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aSoils$xAnalysis$vCongresses. =700 1\$aLucas, Anne D.,$eauthor. =700 1\$aWoods, Terry O.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210144.html =LDR 03762nab 2200553 i 4500 =001 JTE20200574 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200574$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200574$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA347.A78 =082 04$a006.3$223 =100 1\$aPillai, Punitha Kumaresa,$eauthor. =245 10$aDeep Learning–Based Forecasting of COVID-19 in India /$cPunitha Kumaresa Pillai, Devaraj Durairaj, Kanthammal Samivel. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aDuring the past two decades, the world has confronted many pandemic disease outbreaks. Ebola, severe acute respiratory syndrome, Middle East respiratory syndrome, and, recently, coronavirus disease (COVID-19) have had a massive global impact in terms of stress on local and global human health, economic destruction, and, above all, damage to usual human life. Analyzing past similar infections will help in drawing inferences such as maintaining social distancing, herd immunity, and vaccinating massively to go forward beyond this pandemic. The development of a forecasting model of COVID-19 infectious disease spreading rate plays a vital role in the future preparation of hospital facilities, such as setting up isolated wards, oxygen cylinders, and ventilators, etc., for future patients by the government. Also, the forecasting technique and model is in immediate need for us to understand and face the effect of this and future pandemics. The main objective of this work is to develop an intelligent model based on deep learning for forecasting or estimating COVID-19 future spreading rate in terms of confirmed, recovered, and deceased cases of 85 days in 4 states in India and India overall. Deep learning neural networks, a kind of machine learning technique, are a powerful tool to predict the future because of their nature of discovering complex nonlinear dependencies. A deep learning long short-term memory (LSTM) network, which is explicitly designed for learning long-term dependencies, is utilized in this work. Hence, one can predict 1 day ahead to any number of (up to 400) days ahead by using this model. To evaluate the performance of the deep learning forecasting model and to endorse its forecasting accuracy, the criteria of mean absolute error, mean square error, root mean square error, mean absolute percentage error, and Ro are used. The results of the proposed deep learning–based LSTM model are validated by statistical analysis and graphical analysis. Moreover, the proposed model exhibited superior forecasting accuracy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aArtificial intelligence. =700 1\$aDurairaj, Devaraj,$eauthor. =700 1\$aSamivel, Kanthammal,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200574.html =LDR 03762nab 2200553 i 4500 =001 JTE20200754 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200754$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200754$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.6 =082 04$a620.44$223 =100 1\$aGhafoorzadeh, S.,$eauthor. =245 10$aFeasibility Study of Mesoporous Silica MCM-41 Functionalization by Electron-Beam Irradiation /$cS. Ghafoorzadeh, M. Askarbioki, E. Saniei, S. P. Shirmardi, S. Khakshournia, S. Kargar, A. Amooee, R. Ranjbar Jamalabadi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aMobil Composition of Matter No. 41 (MCM-41) is a member of the mesoporous silica family, which is used as an inhomogeneous catalyst in many chemical processes because of its large surface and also its uniform channels. MCM-41 is used to transport material in reactions and targeted drug-delivery systems, especially blood-disorders medication. The purpose of this study was to functionalize MCM-41 by electron beam irradiation to achieve optimal irradiation conditions to be used as the primary catalyst for the intelligent transfer of new drugs in hematology. Functionalized MCM-41 with 3-aminopropyltriethoxysilane (APTS), 3-methoxybenzyl alcohol, 2-nitrobenzyl alcohol, 4-nitrobenzyl alcohol, 2,4-dinitrobenzyl alcohol, and 3-chlorobenzyl alcohol are suitable compounds for medical and drug delivery purposes in different parts of the body. To this end, MCM-41 was first synthesized by the sol-gel method, and then using Fourier-transform spectroscopy, the functionalization of its compounds, the effects of electron dose on it, and the effect of different reactants on its production were examined. To functionalize MCM-41, the applied electron irradiation dose and the type of alcohol are very important components that ultimately the optimal dose and the appropriate process for alcohol reaction will be suggested to be functionalized. In optimum irradiation conditions, 3-APTS, 3-methoxybenzyl alcohol, 2-nitrobenzyl alcohol, 4-nitrobenzyl alcohol, and 2,4-dinitrobenzyl alcohol were successfully grafted onto MCM-41, which can be used as controlled drug delivery systems. The use of the electron irradiation method for the functionalization of mesoporous silica compounds has many advantages over similar chemical methods, namely no use of chemicals, high-reaction speed, higher efficiency, and lower-chemical contamination. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aElectron beams. =700 1\$aAskarbioki, M.,$eauthor. =700 1\$aSaniei, E.,$eauthor. =700 1\$aShirmardi, S. P.,$eauthor. =700 1\$aKhakshournia, S.,$eauthor. =700 1\$aKargar, S.,$eauthor. =700 1\$aAmooee, A.,$eauthor. =700 1\$aRanjbar Jamalabadi, R.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200754.html =LDR 03762nab 2200553 i 4500 =001 JTE20200687 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200687$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200687$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK6570.I34 =082 04$a621.384$223 =100 1\$aYu, Xiaolei,$eauthor. =245 10$aA Novel Method for RFID Reading Performance Measurement Based on the Effects of Exposure to Salt Mist /$cXiaolei Yu, Cheng Ding, Zhuo Zhu, Zhenlu Liu, Lin Li, Zhimin Zhao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAiming at the problem that salt mist seriously affects the reading performance of radio frequency identification (R FID) tags, the salt mist effects on the performance of RFID tags are researched through simulation and measurement. The reading range of RFID tags in the salt mist environment is reduced because the boundary conditions of the test chamber reduce the antenna efficiency and gain. As the concentration of the salt mist in the test chamber increases, the environmental conductivity in the test chamber increases, and the RFID reading distance of the tag decreases. In this paper, a theoretical formula is proposed for calculating RFID reading distance in salt mist environment. Besides, RFID dynamic identification based on the salt mist environment platform is designed. Corresponding functions are obtained by fitting the experimental data. This function establishes the relationship between salt mist concentration and the RFID reading distance. The experiment shows this theoretical formula is feasible, and the system has high practicability. At the same time, the system shows that the reading distance decreases as long as the concentration of the salt mist increases. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aRadio frequency identification systems. =700 1\$aDing, Cheng,$eauthor. =700 1\$aZhu, Zhuo,$eauthor. =700 1\$aLiu, Zhenlu,$eauthor. =700 1\$aLi, Lin,$eauthor. =700 1\$aZhao, Zhimin,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200687.html =LDR 03762nab 2200553 i 4500 =001 JTE20210003 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210003$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210003$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA712 =082 04$a620.1/36$223 =100 1\$aBae, Abraham,$eauthor. =245 10$aDevelopment of Injectable Water-Stop for Grouting in Underground Concrete Structure Joint /$cAbraham Bae, Eunyoung Jung, Bogsun Seo, Sun Jae Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn the case of water leakage at the diaphragm wall concrete panel joint, secondary grouting is usually conducted from outside of the structure after construction, but the remedial treatment requires high costs and time because of the uncertainty of the leakage location. The idea of this study is to incorporate the grouting hose into the conventional water-stop installed at the construction joint, and thus, grouting can be effectively performed. A state of the practice of water-stop, inside which grouting material can be injected, was designed and manufactured. Accordingly, an injection methodology was developed. The original geometry of the commercial water-stop was not changed, and the existing center hole was selectively renovated as an injecting tube. Micro-opening on the tube surface was optimized as a slit shape for discharging grouting material. The injection system and methodology were suitably created to fit to this product. Injection performances were verified with various experiments for pure water, microcement, modified acryl, and polymer urethane. Real-scale vertical injection experiments at 15 m of height proved that the developed water-stop can be applicable for commercial grouting materials within 30 minutes. A workable threshold viscosity of grouting material would be estimated to be 200 cP. Workable injection pressures are recommended after both actual injection tests and numerical analysis; 2–5 bar for materials with low viscousness, such as microcement and modified acryl, and 5–8 bar for high-viscous materials, such as polymer urethane. An injection test at concrete joints successfully demonstrated grouting performance. Long-term waterproofing capability was proved against continuous 5–bar application, representing 50 m of water pressure for a consecutive 15 months. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aUnderground construction. =650 \0$aConcrete construction. =700 1\$aJung, Eunyoung,$eauthor. =700 1\$aSeo, Bogsun,$eauthor. =700 1\$aJae Lee, Sun,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210003.html =LDR 03762nab 2200553 i 4500 =001 JTE20210135 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210135$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210135$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620.004405$223 =100 1\$aAli, Saber,$eauthor. =245 10$aA New Distribution-Free Control Chart for Monitoring Process Median Based on the Statistic of the Sign Test /$cSaber Ali, Zameer Abbas, Hafiz Zafar Nazir, Muhammad Riaz, Muhammad Abid. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aControl charts are used to improve the quality of outputs in manufacturing, industrial, and service processes. The parametric control charts produce more false alarms and unacceptable out-of-control signals when the underlying distribution of the process is not normal. Nonparametric/distribution-free control charts are efficient alternatives to overcome the said situation. In this article, the performance of a distribution-free double exponentially weighted moving average (EWMA) chart has been investigated based on the sign test statistic under simple and ranked set sampling schemes. The run-length properties of the proposed charts have been evaluated and compared with nonparametric EWMA sign, parametric EWMA, and parametric double EWMA control charts, using different run-length measures. The comparison reveals the efficiency of the proposed chart over its alternatives in detecting small and medium shifts in the process location. A real-data application using the substrate manufacturing process has been provided to show the implementation of the proposed chart. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aSoils$xTesting-machines. =700 1\$aAbbas, Zameer,$eauthor. =700 1\$aZafar Nazir, Hafiz,$eauthor. =700 1\$aRiaz, Muhammad,$eauthor. =700 1\$aAbid, Muhammad,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210135.html =LDR 03762nab 2200553 i 4500 =001 JTE20210170 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210170$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210170$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD9715.9.R66 =082 04$a338$223 =100 1\$aJandaghian, Zahra,$eauthor. =245 10$aMeasurement of Pull-Through Resistance of Substrate Boards for Commercial Roofing Using Different Techniques /$cZahra Jandaghian, James Saragosa, Helen Yew, Flonja Shyti, Bas A. Baskaran. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe substrate boards of commercial roofs are secured with mechanical fasteners and plates. The pull-through resistance (PTR) of the substrates depends on the material composition and fastener/plate configuration. Three different testing apparatuses are available for determining the PTR: universal testing machine Instron pull-through (IP), automated pull-through (AP), and manual pull-through (MP). To quantify the accuracy of these three test apparatuses, the National Research Council Canada completed an experimental program. The test matrix consisted of four types of substrate boards: gypsum-based board (GB), perlite-based board (PB), wood-fiber based board (WB), and polyisocyanurate insulation based (IB), two fastener plate geometries (round and hexagonal), and two types of fasteners (#12 and #14). In addition, the effect of operator ability and loading mechanisms were respectively examined for the MP and IP by employing three different operators and two different loading mechanisms, respectively. Experimental error, deviation error, and total deviation values are calculated. The findings are, respectively summarized as follows: (1) Data obtained using IP and AP showed no significant difference in the PTR values. However, the MP results varied with operators. (2) Similarly, neither the size of the specimen, the type of fasteners, nor the fastener plates resulted in significant variation in the PTR values obtained from the three apparatuses. (3) Failure analysis of the substrate boards confirmed that larger specimens absorbed energy elastically by deflecting across the board's longer span whereas smaller specimens dissipated energy by cracking across the board. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aRoofing industry. =700 1\$aSaragosa, James,$eauthor. =700 1\$aYew, Helen,$eauthor. =700 1\$aShyti, Flonja,$eauthor. =700 1\$aBaskaran, Bas A.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210170.html =LDR 03762nab 2200553 i 4500 =001 JTE20210055 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210055$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210055$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN295 =082 04$a662$223 =100 1\$aMolnar, W.,$eauthor. =245 10$aFriction and Wear Characterization of the Tribosystem Scraper versus Rubber in Conveyor Systems /$cW. Molnar, V. Pejaković, A. Nevosad, M. Varga, K. Adam, S. Deschka, E. Badisch. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aRubber conveyor belts are an important part of the transport chain in many industries, ranging from food processing to steel mills. In this context, it is important to employ scrapers, which remove adhering goods from the belts and reduce loss of these resources during transport. The tribological contact between belt and scraper is of high importance as this often is a source of wear and unintended energy consumption. In this work, the interaction between scrapers and belt was investigated by utilizing a pin-on-disk setup with and without abrasive intermedia. A strong dependence of friction and wear on the alignment angle between pin and belt was proven by the investigations. An orthogonal setup caused the highest coefficient of friction, but the lowest wear, while an increasing deviation from the 90° alignment, resulted in an inverse trend. Also, the geometrical shape and size of the abrasive determined wear, as larger, sharper particles enhanced wear. Abrasive particles likewise influence the tribological contact between pin and belt by reducing the friction compared with the 2-body contact. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aMining machinery$xTesting. =700 1\$aPejaković, V.,$eauthor. =700 1\$aNevosad, A.,$eauthor. =700 1\$aVarga, M.,$eauthor. =700 1\$aAdam, K.,$eauthor. =700 1\$aDeschka, S.,$eauthor. =700 1\$aBadisch, E.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210055.html =LDR 03762nab 2200553 i 4500 =001 JTE20210117 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210117$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210117$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.85$223 =100 1\$aHuang, Hongming,$eauthor. =245 10$aAging Resistances Evaluation of Multi-dimensional Nanomaterials Modified Asphalt by Characterizing Binders Recovered from Aged Asphalt Mixtures /$cHongming Huang, Zihao Chen, Juechi Li, Junzhuo Wang, Siyin Ding, Henglong Zhang, Chaofan Wu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn terms of the aging susceptibility of asphalt, the multi-dimensional nanomaterials (MDNMs) have been developed to improve the aging resistance of asphalt. In comparison with most of previous studies that are only based on asphalt binder aging simulation methods to evaluate anti-aging properties of MDNMs modified asphalt, aging resistances of MDNM-modified asphalt were evaluated in this research by extracting and recovering binders from their aged asphalt mixtures and then characterizing the aging degree of the extracted binders in terms of physical, rheological, and chemical properties. Organic expanded vermiculite (OEVMT) and nanoparticles (nano zinc oxide [ZnO], nano titanium dioxide [TiO2], and nano silica [SiO2]) were chosen to compose three kinds of MDNMs. And six types of aging patterns (including mixing aging [MA], short-term aging [STA], compacted and loose long-term aging [CLTA and LLTA], and compacted and loose ultraviolet (UV) aging [CUVA and LUVA]) for asphalt mixtures were conducted. The results indicate that the ranking of aging degree for the six types of aging patterns is LUVA > LLTA > CUVA > CLTA > STA > MA. Regardless of the types of asphalt mixture aging patterns, the aging resistances of extracted MDNM-modified asphalt binders are all better than extracted pure asphalt binder, and the composite form of OEVMT combined with ZnO presents more significant improvements on asphalt aging resistance than the other two composite forms (OEVMT + SiO2 and OEVMT + TiO2). =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aPolymers. =650 \0$aAsphalt$xTesting. =650 \0$aAsphalt$xAdditives. =700 1\$aChen, Zihao,$eauthor. =700 1\$aLi, Juechi,$eauthor. =700 1\$aWang, Junzhuo,$eauthor. =700 1\$aDing, Siyin,$eauthor. =700 1\$aZhang, Henglong,$eauthor. =700 1\$aWu, Chaofan,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210117.html =LDR 03762nab 2200553 i 4500 =001 JTE20200772 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200772$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200772$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD195.T48 =082 04$a677.00286$223 =100 1\$aEyupoglu, Seyda,$eauthor. =245 10$aEcological Dyeing Technology of Polyester Fabric Using Glycerol /$cSeyda Eyupoglu, Nigar Merdan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTextile industry struggles with hazardous industrial effluents, water, and energy consumption for sustainability. In the present study, nontoxic glycerol was used as a dispersing agent with water in order to reduce the chemical consumption and eliminate the use of more water in polyester (polyethylene terephthalate [PET]) dyeing. Glycerol was added to dyeing bath at different concentrations, and disperse dyes were dispersed with using microwave radiation. PET fabric samples were dyed with glycerol using microwave radiation, and dyeing properties were compared with carrier dyeing method. After the dyeing process, spectrophotometric analysis, light, rubbing, and washing fastness of samples were analyzed. The experimental results show that glycerol is an ecological and organic substitution to carrier in PET dyeing. As a result, negative environmental impacts of the traditional PET dyeing method can be reduced using glycerol. Compared with traditional dyeing methods, dyeing with glycerol is a promising alternative for sustainability of the textile industry. Moreover, microwave radiation led to an increase in dye uptake, dyeing rate acceleration, energy, and time saving. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aDyes and dyeing$vCongresses. =650 \0$aTextile industry$vCongresses. =700 1\$aMerdan, Nigar,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200772.html =LDR 03762nab 2200553 i 4500 =001 JTE20210141 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210141$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210141$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA441 =082 04$a693.5$223 =100 1\$aSmitha, S.,$eauthor. =245 10$aDynamic Properties of Biopolymer-Treated Loose Silty Sand Evaluated by Cyclic Triaxial Test /$cS. Smitha, K. Rangaswamy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aImprovement in certain soil properties because of biopolymer treatment has been found to imply that it could help in liquefaction mitigation. In this study, the effect of confining pressure on cyclic strength properties of agar biopolymer treated and untreated silty sand has been explored so that their behavior at varying depths, subjected to varying overburden stress, could be known. The agar-treated and untreated soils subjected to effective confining stresses of 100, 150, and 200 kPa were tested under consolidated undrained, strain-controlled cyclic triaxial loading, keeping the other parameters constant. The pore water pressure response, stress-path behavior, and effect on dynamic soil parameters were studied. The excess pore pressure and secant shear modulus were found to increase with the increase in confining pressure, whereas there wasn’t much of an effect on damping characteristics. The confining pressure had a positive effect on treated soil subjected to cyclic loading in terms of strength and stiffness because of the densification caused from confinement. In addition, durability characteristics of the treated soil were evaluated by cyclic wetting and drying tests. The N2-Brunauer-Emmett-Teller surface area test revealed that the surface area and pore volume decreased upon treatment, the results of which were supported by scanning electron microscopy images also. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aPavements. =650 \0$aSoils. =700 1\$aRangaswamy, K.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210141.html =LDR 03762nab 2200553 i 4500 =001 JTE20210113 =003 IN-ChSCO =005 20220119061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220419s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210113$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210113$bASTM International =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aZ7914.C64 =082 04$a016.6681$223 =100 1\$aDhanapriya, G.,$eauthor. =245 10$aAntihemorrhagic and Antimicrobial Property of Cotton Fabric Treated with Medicinal Herb Alfalfa /$cG. Dhanapriya, B. Venkatesh, R. Gobinath, C. Prakash, R. Varadharaj, N. Mekala. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this work, medicinal plant alfalfa leaf extract was used as an antihemorrhagic, antimicrobial, and antifungal agent and applied to cotton fabrics. The medicinal herb alfalfa leaf was extracted using the ethanol and methanol solvents in the Soxhlet apparatus. The 50-µL, 100-µL, and 150-µL concentrations of extracted solution were tested against the positive and negative bacteria, namely Staphylococcus, Escherichia coli, Pseudomonas aeruginosa, Bacillus subtilis, and the yeast fungi. The zone of inhibition was measured in each concentration. The 150-µL extract concentration in methanol extract showed good antibacterial activity against Staphylococcus and P. aeruginosa bacteria compared with the ethanol extract. The treated cotton fabrics were assessed for their antimicrobial property, and the zone of inhibition was found to be in the range of 13–15 mm. Then the antihemorrhagic property was assessed in both ethanol extract and methanol extract solution alone. The ethanol extracts showed a minimum time for clotting the blood, i.e., 2.2 min. The treated fabrics were assessed for the time taken to clot blood, and it was found that it took 1.2–1.4 min, which was improved when compared with the normal blood clotting time of 2–2.3 min. Biocompatibility Chorioallantoic membrane (CAM) preparation helps us to know the endpoints like hemorrhage, vascularlysis, coagulation, and irritation score of treated and untreated cotton fabric. The test is similar to the effects of the rabbit skin testing treatment, which shows the result of zero value for endpoints. The Medicago sativa herb exhibited good antimicrobial and antihemorrhagic properties for medicinal applications. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 19, 2022. =650 \0$aCleaning compounds. =650 \0$aCotton fabrics$xTesting. =700 1\$aVenkatesh, B.,$eauthor. =700 1\$aGobinath, R.,$eauthor. =700 1\$aPrakash, C.,$eauthor. =700 1\$aVaradharaj, R.,$eauthor. =700 1\$aMekala, N.,$eauthor. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210113.html =LDR 03617nab a2200445 i 4500 =001 JTE20210047 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210047$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210047$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aKane, Malal,$eauthor. =245 12$aA Contribution of the Analysis of the Road Macrotexture and Microtexture Roles vis-à-vis Skid Resistance /$cMalal Kane. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSkid resistance of roads enables drivers to shorten their stopping distances and to follow their desired trajectories on curves, too. The road texture remains the principal parameter governing skid resistance, especially in wet conditions. That texture is composed of a multitude of wavelengths with the microtexture and macrotexture considered to be the most important vis-à-vis to skid resistance. The present work contributes to the numerous analyses of the role of these two texture scales, as many authors have done before. It is based on the physical separation of these two scales of textures using an empirical mode decomposition and systematic identification of their roles on skid resistance using a dynamic friction model. The results found in this present work consolidate well the findings of previous works. Indeed, they show that the higher the microtexture is, the better the skid resistance will be at low speeds. Furthermore, the higher macrotexture is, the better the skid resistance is at high speed. These results have led to the proposal of algebraic relations linking skid resistance to microtexture and macrotexture at all speeds, constituting then a clear step forward compared to previous works. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 2 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210047.html =LDR 03617nab a2200445 i 4500 =001 JTE20210688 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210688$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210688$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aMetzger, Andrew T.,$eauthor. =245 12$aA Forcing Function for Testing Marine Fenders with Comparison to ASTM F2192-05(17) and PIANC Guidelines /$cAndrew T. Metzger. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis work derives a forcing function that is intended for performance evaluation of a marine fender. The forcing function is based on the physics of a realistic berthing scenario and is presented in terms of force, deflection, and time. Presenting the forcing function in these terms will facilitate implementation using modern-day actuators and control systems. The forcing function is compared with the guidelines of the current ASTM standard, ASTM F2192-05(2017), Standard Test Method for Determining and Reporting the Berthing Energy and Reaction of Marine Fenders, for testing and reporting the performance of marine fenders, as well as the World Association for Waterborne Transport Infrastructure (PIANC) guidelines. It was found that the velocity regime for an actual berthing scenario is nonlinear, while the ASTM standard and PIANC guidelines provide for both linear and nonlinear decreasing velocity regimes when testing, none of which conform to the berthing scenario. It was also found that the duration of a test, using the current standard, is longer than the duration of an actual berthing scenario. In addition, it was determined that the energy-based approach provided in the current ASTM standard is identical to the physics of a berthing scenario. However, a shortcoming of the energy-based approach, as presented, is the difficulty in implementation, because the equation provided in the standard is in terms of energy, which is not programmable into controllers of testing equipment. The methodology presented here will yield input values for testing that are a realistic description of a vessel coming to rest at berth. This approach may be used for a unique vessel of particular significance, a specific class of vessels, or in general performance testing. It is expected that the results presented here are a basis for test parameters that will be an accurate description of field conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 3 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210688.html =LDR 03617nab a2200445 i 4500 =001 JTE20210235 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210235$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210235$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aSiroma, Rodrigo Shigueiro,$eauthor. =245 12$aA Literature Review of Bitumen Aging :$bFrom Laboratory Procedures to Field Evaluation /$cRodrigo Shigueiro Siroma, Mai Lan Nguyen, Pierre Hornych, Emmanuel Chailleux. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (22 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aBecause bitumen aging is behind the major pavement distresses, a better understanding of it is of utmost importance for tailoring longer-lasting roads and developing more effective maintenance strategies. For this purpose, this paper presents an in-depth review of the relevant literature on the aging phenomenon of neat (unmodified) bitumen. The main accelerated laboratory aging procedures as well as some recent ones, for both bitumen and asphalt mix, are presented, and their effectiveness in reproducing the effects corresponding to field aging are discussed. Then, the main laboratory tests used to track the evolution of bitumen aging and some end-of-life criteria that reflect poor pavement performance are outlined. Finally, a promising method whereby the colloidal structure of bitumen can be estimated from its rheological behavior is presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aNguyen, Mai Lan,$eauthor. =700 1\$aHornych, Pierre,$eauthor. =700 1\$aChailleux, Emmanuel,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 2 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210235.html =LDR 03617nab a2200445 i 4500 =001 JTE20210160 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210160$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210160$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aKumar, Chandan,$eauthor. =245 12$aA Review of Factors Influencing Rolling Shear in CLT and Test Methodology /$cChandan Kumar, Xin Li, Mahbube Subhani, Jon Shanks, Tony Dakin, Robert L. McGavin, Mahmud Ashraf. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (23 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aRolling shear (RS) is one of the key design parameters that influence the out-of-plane bending stiffness of cross-laminated timber (CLT) panels and thus affects the design and performance of CLT floor and wall systems. Various experimental methods are currently used to determine the RS capacity of CLT panels and feedstock. Some methods have been adapted to measure RS properties of clear wood such as Iosipescu, Arcan, and single cube apparatus, but there is no specific standard test method to accurately determine the RS stiffness or strength of CLT feedstock. This article presents a comprehensive review of potential RS test methods and highlights the importance of considering RS in CLT design. Test methods were thoroughly reviewed, and critically evaluated for their relative advantages and shortcomings. It was shown that sample preparation, testing procedure, and post-processing of results can significantly affect experimental outcomes, especially the RS modulus. It is recommended that in addition to current recommendations in CEN - EN 408, Timber Structures – Structural Timber and Glued Laminated Timber – Determination of Some Physical and Mechanical Properties, further specifications should be outlined in regards to plate material and type, glue type, and, more importantly, the relative location of reference points used for deformation measurement to ensure consistent and reliable comparison of RS characteristics reported by researchers. An equation was derived, and is presented, that ensures the vertical load passes through the centroid of the inclined specimen to avoid eccentricity in the specimen and moment transfer at the base of the plates. The effect of various factors on RS properties have been reviewed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aLi, Xin,$eauthor. =700 1\$aSubhani, Mahbube,$eauthor. =700 1\$aShanks, Jon,$eauthor. =700 1\$aDakin, Tony,$eauthor. =700 1\$aMcGavin, Robert L.,$eauthor. =700 1\$aAshraf, Mahmud,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 3 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210160.html =LDR 03617nab a2200445 i 4500 =001 JTE20210337 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210337$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210337$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aPanneerselvam, R. G.,$eauthor. =245 12$aA Study on the Revival of Jamdani Weaving Technique and Kalamkari Drawing—Dyeing Processes of Traditional Kodali Karuppur Sarees /$cR. G. Panneerselvam, V. Sriramulu, P. Ramalingam, C. Prakash. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis paper studies the revival of the traditional jamdani weaving technique and ‘Kalamkari’ drawing—dyeing processes combined in producing Kodali Karuppur sarees, which originated from the village Kodali Karuppur in Tamil Nadu, India. The saree was first woven in the figured jamdani technique and then decorated by the Kalamkari natural color drawing—dyeing process. This results in producing the twinkle subdued gold spots over the white background. These spots are surrounded by decorated painted patterns over the colored background. In this study, the existence of Kodali Karuppur village, the commencement of saree weaving from the sixteenth century, and the glory of weaving and dyeing artisans are collected. The travel of these techniques from North India to South India is also mapped. Various places where the Kodali Karuppur sarees are presently exhibited have been recorded. This paper analyzes the plain extra weft figured fabric structuring involved in the traditional jamdani weaving technique. The expertise of the weaver artisans in making the figured interlacement is explained. The 28 systematic steps involved in the drawing—dyeing process of the Kalamkari are listed. Different recipes followed in the Kalamkari process, its age-old measuring units used, and their equivalent measuring units in the present system are calculated and recorded. The revival of Kodali Karuppur sarees using the jacquard weaving of jamdani and the printing—dyeing processes of Kalamkari is suggested. The importance of imparting training to the young generation in the jamdani technique and Kalamkari process to enlighten on the glory of traditional Kodali Karuppur sarees is put forth. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aSriramulu, V.,$eauthor. =700 1\$aRamalingam, P.,$eauthor. =700 1\$aPrakash, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 2 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210337.html =LDR 03617nab a2200445 i 4500 =001 JTE20210377 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210377$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210377$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aMohanraj, Saravanan,$eauthor. =245 13$aAn Attempt to Develop Antibacterial Fabric for Foodborne Bacteria /$cSaravanan Mohanraj. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA dishcloth made up of cotton was taken in this research. The dishcloth was treated with a safe natural antibacterial agent, “Withania somnifera” (Ashwagandha). This applied finish is to overcome the growth of bacteria on cloth in vegetarian and nonvegetarian Indian kitchen environments, which would in turn prevent the diseases caused by them. The dishcloth exposed to the kitchen place supports extensively in the multiplication growth of foodborne bacteria genuses, namely Pseudomonas aeruginosa, Pseudomonas fluorescens, Bacillus species, Enterococcus species, and Streptococcus species. Ashwagandha plant extract obtained through Solvent extraction technique was used as a finish agent on the cotton cloth, using two finish concentrations, 3 % and 5 % on the weight of the material, both the concentrations with and without citric acid, with pad-dry-cure technique. Antibacterial tests carried out following AATCC 147 (2004), Assessment of Textile Materials: Parallel Streak Method, (disc diffusion method) on the developed (unwashed) cotton fabric samples, which signifies the Ashwagandha plant extract as a good antibacterial agent for dishcloth. The zone of inhibition has been obtained in this research varying from 1.5 to 8.5 mm against all the 13 bacteria for the lower and higher concentrations of the herbal extract. The finish retention, namely the durability test, was carried out using ISO 6330-1984E, Textiles—Domestic Washing and Drying Procedures for Textile Testing, on the treated samples and reveals that the antibacterial treatment carried out in the presence of citric acid could show up activity even after four washing cycles varying from 0.5 to 4 mm, whereas the samples treated in the absence of the acid could not withstand even a single wash. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 3 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210377.html =LDR 03617nab a2200445 i 4500 =001 JTE20210048 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210048$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210048$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aRoy, N.,$eauthor. =245 13$aAn Enhanced Automated Particle Angularity Measurement Method /$cN. Roy, P. Vangla, J. D. Frost, G. M. Latha. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAngularity is an important aspect of particle morphology, directly correlated to the mechanical response and strength of granular materials. Many researchers have proposed multiple direct and indirect methods such as visual charts, analytical formulas, and advanced image-based techniques for qualitative and quantitative assessment of particle angularity, but no single method has been fully successful in distinguishing all types of particles and obtaining an accurate quantitative value of angularity. Nevertheless, because of the significant importance of the parameter, researchers have been using a few generally accepted angularity quantification methods. This paper evaluates the conceptual merits and demerits of four such methods, namely, two analog methods called “roundness index” and “degree of angularity” coined by Wadell and Lees, respectively, as well as two image-based methods called “angularity using outline slope” and “gradient angularity index” proposed by Rao, Tutumluer, and Kim and Chandan et al., respectively. The latter two methods were developed for use in conjunction with the University of Illinois Aggregate Image Analyzer and the Aggregate Imaging System, respectively. A new approach for angularity quantification is proposed herein based on insights from a rigorous analysis and critical assessment of these methods. The proposed method is compared against the existing methods based on Ward’s linkage method of clustering and is shown to be superior at distinguishing between various classes of particles. The proposed approach is demonstrated to be a better measure of the sharpness of the meso-level geometrical features of importance along a particle’s outline that are the controlling parameters contributing to particle angularity, which consequently correlates to the kinematic and mechanical response of granular materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aVangla, P.,$eauthor. =700 1\$aFrost, J. D.,$eauthor. =700 1\$aLatha, G. M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 2 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210048.html =LDR 03617nab a2200445 i 4500 =001 JTE20210576 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210576$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210576$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aKanna, Sohei,$eauthor. =245 10$aAssessment Criteria for Pop-Ins Generated in Welded Joints Subjected to Fracture Toughness Testing /$cSohei Kanna, Yoichi Yamashita, Tomoya Kawabata. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA pop-in (a brittle crack arrest phenomenon) sometimes occurs in a three-point bending fracture toughness test of a welded joint. The current standards may consider a pop-in to be a significant fracture and underestimate fracture toughness. In this case, the allowable defect size in a welded structure becomes very small, and many defects need to be repaired, resulting in high maintenance costs. Therefore, a reasonable acceptance judgment method for the pop-in is practically important. Herein we proposed an assessment method to determine whether or not it is a significantly detrimental pop-in that affects the integrity of a structure. The method was designed based on the cohesive zone model and validated on its ability to reproduce experimental results. The difference in loading modes between bending during the fracture toughness test and tension of the structure and in the crack initiation conditions for both load modes was determined by comparing the Weibull stress, which is a characteristic of the material. All the main fracture surfaces of the numerical model were cohesive and had conservatively low toughness. No pop-in occurred under tensile loading under a Weibull stress condition of 13.1 % load drop, whereas a pop-in occurred under bending loading. However, under a load drop of 10.6 %, a pop-in occurred even under tensile loading. Therefore, it was shown that the load drop could be relaxed to 10 % or more, although the load drop is considered insignificant at 5 % or more according to the current standards. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aYamashita, Yoichi,$eauthor. =700 1\$aKawabata, Tomoya,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 3 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210576.html =LDR 03617nab a2200445 i 4500 =001 JTE20210196 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210196$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210196$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aHaslett, Katie E.,$eauthor. =245 10$aAssessment of Asphalt Mixture Disk-Shaped Compact Tension Test Indexes for Reflective Cracking Performance /$cKatie E. Haslett, Eshan V. Dave, Jo E. Sias. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aDisk-shaped compact tension (DCT) testing is a commonly used low-temperature fracture test to determine the cracking resistance of asphalt mixtures. The current testing specification only considers the fracture energy (Gf) from load-crack mouth opening displacement test data. However, Gf does not directly take into consideration the behavior of the post peak region of the curve, which may indicate the mixture’s ability to resist crack propagation and provide insight into fracture processes (e.g., crack growth velocity). It is possible to have two DCT specimens with similar Gf values but dramatically different load-displacement responses. The main focus of this paper is to make a comparative evaluation of various performance indexes developed for DCT fracture testing with respect to field reflective cracking performance of 10 full-scale asphalt concrete overlay test sections. This study evaluates Gf in addition to three other indexes: fracture strain tolerance (FST), rate-dependent cracking index (RDCI) and a proposed DCTIndex from Minnesota Department of Transportation that considers the post peak load-displacement behavior. An equivalent performance index approach is adopted to make comparisons of test sections with varying overlay structures in terms of thickness and material properties. Results from this study showed there was relatively good agreement between all equivalent laboratory performance indexes in identifying the best and worst performing overlay sections, according to normalized field performance indexes after approximately three years of service. In general, the equivalent FST and RDCI laboratory indexes rank test sections similarly, while equivalent Gf and DCTIndex have comparable ranking. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aDave, Eshan V.,$eauthor. =700 1\$aSias, Jo E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 2 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210196.html =LDR 03617nab a2200445 i 4500 =001 JTE20210205 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210205$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210205$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aAirey, Gordon D.,$eauthor. =245 10$aBlack Space Rheological Assessment of Asphalt Material Behavior /$cGordon D. Airey, Geoffrey M. Rowe, Jo E. Sias, Herve Di Benedetto, Cedric Sauzeat, Eshan V. Dave. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aBlack Space diagrams representing rheological data of asphalt materials in the form of complex modulus (|G*| or |E*|) versus phase angle (δ) have been successfully used for interpretation of material behavior and performance. Previous studies have used Black Space for identification of testing geometry compliance errors when testing over multiple temperatures and loading times (frequencies), screening of the “thermo-rheological simplicity” of various binders and mixtures, and detailed evaluation of the performance balance in term of “stiffness” versus “relaxation” needs. This paper provides an overview of how Black Space can be further used to provide a greater understanding of the concepts of damage and healing and cracking susceptibility and fracture, and to also quantify the complex rheological response of alternative binders. In terms of the damage assessment, cyclic loading tests were analyzed using Black Space to identify additional physical phenomena such as nonlinearity, self-heating, and thixotropy. The cracking analysis has included thermal, fatigue, and durability cracking as well as the use of Black Space to access the performance of asphalt mixtures subjected to aging as well as rejuvenation and materials with recycled asphalt. Concepts such as the Glover-Rowe parameter that are based around Black Space and linked to other forms of rheological indices such as the low-temperature stiffness and relaxation rate parameters are introduced. The results in the paper show that Black Space provides a critical means of rheological characterization to investigate and evaluate the properties and performance of both binders and mixtures. This is particularly relevant at a time when there is a concerted move within the asphalt paving industry toward more sustainable solutions and increased demand for reuse and recycling of materials in asphalt mixtures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aRowe, Geoffrey M.,$eauthor. =700 1\$aSias, Jo E.,$eauthor. =700 1\$aDi Benedetto, Herve,$eauthor. =700 1\$aSauzeat, Cedric,$eauthor. =700 1\$aDave, Eshan V.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 2 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210205.html =LDR 03617nab a2200445 i 4500 =001 JTE20210298 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210298$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210298$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aKim, Sang Soo,$eauthor. =245 10$aCoefficient of Thermal Expansion and Thermally Induced Internal Cracking of Asphalt Mixes /$cSang Soo Kim, Moses Akentuna, Munir Nazzal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe coefficient of thermal expansion/contraction (CTE) is an important factor influencing the low-temperature thermal cracking of asphalt pavements. The current CTE model used for thermal cracking evaluation does not provide temperature-varying CTE values and hence, may result in inaccurate CTE values for thermal cracking prediction. Furthermore, it fails to account for transition temperature, an important parameter for low-temperature performance evaluation. Because of the significance of CTE in thermal cracking evaluation, there is the need for a comprehensive study that evaluates a robust CTE model for thermal cracking evaluation in asphalt pavements. Furthermore, the model should be able to provide temperature-varying CTE values and the transition temperature. The objectives of this study were to evaluate the parameters influencing asphalt mixture CTE, evaluate the effect of mixture CTE on low-temperature performance, and investigate the transition behavior of the mixture CTE at low temperatures. Two limestone aggregates and four asphalt binder types with different CTE values were used to prepare eight asphalt mixture combinations. Rheological properties of the asphalt binders were evaluated utilizing the bending beam rheometer. The mixture CTE values were determined using a custom-made CTE device referred to as the Ohio CTE device. The cracking temperature of asphalt mixtures was evaluated using the asphalt concrete cracking device (ACCD), a concentric thermal stress restrained specimen device. Based on the test results, it was concluded that the measured asphalt mixture CTE values were significantly lower than the values predicted by the current AASHTOWare CTE model. The cracking temperature measured by ACCD became colder as the mixture CTE became relatively lower. The transition of the mixture CTE appeared to be caused by internal cracking and could be modeled with the isochronal stiffness of asphalt binder. The mixture CTE transition temperature was highly correlated with the ACCD cracking temperature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aAkentuna, Moses,$eauthor. =700 1\$aNazzal, Munir,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 2 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210298.html =LDR 03617nab a2200445 i 4500 =001 JTE20210168 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210168$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210168$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aHuang, Hongming,$eauthor. =245 10$aComparative Evaluation of Aging Effect Difference between Aging Patterns for Asphalt Binder and Mixture /$cHongming Huang, Zihao Chen, Juechi Li, Junzhuo Wang, Yang Fang, Chaofan Wu, Henglong Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAging simulation methods for asphalt materials can be generally classified into two types: for asphalt binder and for asphalt mixture. Nevertheless, there exists the aging effect difference between aging patterns for asphalt binder and mixture due to differences in aging experimental conditions. The comparison of the aging effect difference between aging patterns for asphalt binder and mixture contributes to building the relationship and thus achieving a conversion of asphalt aging degree between its binder and mixture aging patterns. In this research, aging effect differences between aging patterns for binder and mixture were investigated in terms of short-term aging, long-term aging, and ultraviolet radiation (UV) aging. The binders were collected before and after different aging patterns and then characterized by physical, rheological, and chemical tests. The results indicate that the aging effect difference between thin film oven test and short-term oven aging test is slight, whereas the aging effect of pressure aging vessel test significantly outweighs the effects of long-term aging patterns with loose or compacted specimens. As for photo oxidation aging, the aging effect ranking from the highest to the lowest is UV aging with loose specimen, UV aging for binder, and UV aging with compacted specimen. In addition, regardless of long-term or UV aging pattern for mixture, the aging degree of binder in loose specimen is more serious than that in compacted specimen. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aChen, Zihao,$eauthor. =700 1\$aLi, Juechi,$eauthor. =700 1\$aWang, Junzhuo,$eauthor. =700 1\$aFang, Yang,$eauthor. =700 1\$aWu, Chaofan,$eauthor. =700 1\$aZhang, Henglong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 2 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210168.html =LDR 03617nab a2200445 i 4500 =001 JTE20210260 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210260$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210260$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aWang, Honglei,$eauthor. =245 10$aComparison and Evaluation of Different Test Methods and Models for Determining Zero Shear Viscosity of Asphalt Binder /$cHonglei Wang, Jianfeng Liu, Hua Qin, Xue Wang, Zhuohui Tao, Shihui Shen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aZero shear viscosity (ZSV) has been proven to be a reasonable indicator for characterizing the high-temperature performance of asphalt binders. Various test methods and models have been used in the literature to determine the ZSV, while no consistent result can be obtained. In addition, the differences and similarities among these methods are not yet clear, which can often bring difficulties and confusion to researchers when trying to implement the ZSV methods. This paper aims to evaluate the applicability of different test methods and rheological models in determining the ZSVs of asphalts. The shear rate sweep test, frequency sweep test, and creep test were performed on 60/80 and 80/100 pen grade base asphalts and styrene-butadiene-styrene (SBS) modified asphalt, and ZSVs were determined using Carreau’s model, Carreau-Yasuda model, Cross/Sybilski’s model, Cross/Williamson’s model, Burger’s model, the threshold method, and the ratio method. The test results showed that the shear rate sweep test and the creep test have lower variability and better applicability than the frequency sweep test, and the four rheological models and the threshold method used in the shear rate sweep test could determine the ZSV well. In the frequency sweep test, the Cross/Sybilski’s model failed to determine the ZSVs of all asphalts, and the ZSV of SBS asphalt could only be calculated by the ratio method. Under different test methods and models, the ZSVs of each base asphalt were similar, while that of SBS asphalt were significantly different. Considering the time consumption and applicability of the test, the shear rate sweep test seems to be the most promising test method for determining ZSVs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aLiu, Jianfeng,$eauthor. =700 1\$aQin, Hua,$eauthor. =700 1\$aWang, Xue,$eauthor. =700 1\$aTao, Zhuohui,$eauthor. =700 1\$aShen, Shihui,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 2 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210260.html =LDR 03617nab a2200445 i 4500 =001 JTE20210617 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210617$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210617$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aLarbi, Peter A.,$eauthor. =245 10$aConfiguration and Assessment of a Submersible Fluorometer for Evaluating Fluorescent Dye Deposition /$cPeter A. Larbi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aFluorescent tracer dyes are popularly used in agricultural spray application studies to evaluate on-target canopy deposition and off-target drift, and the methods/instruments used for evaluating dye deposit must assure reliability of the data generated. A laboratory setup was configured to adapt a submersible fluorometer for controlled and reliable measurement of pyranine dye fluorescence in liquid samples. The system setup was blanked using a clean sample of de-ionized water and calibrated using standard dye solutions of known concentration (100 to 1,000,000 parts per trillion [ppt]) made from two dyes of different levels of purity (pyranine 98 % and pyranine 85 %). Pyranine 85 % fluorescence readings were consistently lower with reduction factor averaging ∼0.62 times that of pyranine 98 % within a range from 500 to 1,000,000 ppt. The results were verified using a standard laboratory fluorometer. Spray deposition assessment of string, plastic card, cotton ribbon, and artificial foliage samplers was accomplished using the configured fluorometer system setup. The results showed no significant difference among dye purity levels (P = 0.430), no statistically significant interaction between dye purity and concentration (P = 0.484), and no statistically significant interaction between dye purity and sampler type (P = 0.173). Consequently, the configured setup can produce measurements with similar quality as the standard laboratory fluorometer and both dyes tested may be equally used for spray deposition and drift assessments, or for similar applications. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 3 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210617.html =LDR 03617nab a2200445 i 4500 =001 JTE20210204 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210204$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210204$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aSteineder, Michael,$eauthor. =245 10$aCorrelation between Stiffness and Fatigue Behavior at Asphalt Mastic and Asphalt Mixture Level /$cMichael Steineder, Valentin Donev, Bernhard Hofko, Lukas Eberhardsteiner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPerformance-based tests on asphalt mix level to assess performance behavior are already state of the art, including the fatigue test with the 4-point bending beam. However, this test method requires high effort in material, time, and manpower, making it less practical for routine quality control. This study aims to partially substitute the performance-based tests on asphalt mix level with a practical test method on asphalt mastic level. The tests on asphalt mastic level were carried out with a dynamic shear rheometer (DSR) by time sweep tests on hyperbolic specimens. Fourteen different asphalt mixtures and the corresponding asphalt mastic mixtures were tested. We used a wide range of different asphalt binders and types of aggregates to extend the validity range of the developed model. Correlations between the asphalt mastic performance and asphalt mix performance were investigated using simple and multiple linear regression models. The correlations show that the dynamic modulus |E*|30Hz at asphalt mix level can be linked to the complex shear modulus |G*|initial at mastic level by a simple linear regression model. On the other hand, no correlation could be found between the phase angles of both mix levels. However, the characteristic fatigue value of the asphalt mix ε6 can be linked with high accuracy (R² = 0.92) to the characteristic fatigue value τ6 and complex shear modulus |G*|initial of the asphalt mastic using a multiple linear regression model. In summary, a reliable prediction of the fatigue behavior and stiffness of an asphalt mixture through simple fatigue tests with the DSR on asphalt mastic is feasible. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aDonev, Valentin,$eauthor. =700 1\$aHofko, Bernhard,$eauthor. =700 1\$aEberhardsteiner, Lukas,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 2 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210204.html =LDR 03617nab a2200445 i 4500 =001 JTE20210038 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210038$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210038$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aHamid, Waleed K.,$eauthor. =245 10$aDetermination of Concrete Shrinkage Initiation in Internally Cured and Conventional Concrete Decks /$cWaleed K. Hamid, Eric P. Steinberg, Issam Khoury, Kenneth K. Walsh, Ali Semendary, Safiya Ahmed. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe extended performance of the concrete bridge deck depends on the concrete’s ability to resist early-age cracks, which are primarily induced by self-desiccation shrinkage. Several studies have been conducted to study the effect of shrinkage on the development of early-age cracks. When concrete shrinkage occurs, its magnitude may account for tensile stresses developing in the concrete deck over time. Therefore, determining when shrinkage stress initiates in concrete is critical to precisely predict and analyze early-age cracking. The main objective of this research was to determine the appropriate time at which shrinkage initiates at early age for various concrete mixtures under field conditions. To achieve this objective, two adjacent bridge decks, one with internally cured concrete (ICC) and one with conventional concrete, were constructed and instrumented to measure concrete strains and the temperature in both bridge decks during the first 30 h after concrete placement. The results of the field study were also compared with previous studies. Besides, a new approach to determine shrinkage initiation at early age depending on the strains of the free and restrained shrinkage was used in this research. The results showed that the time of concrete shrinkage initiation in both concrete decks was identical. For each deck, this time was approximately 5 h after concrete casting. The results showed that the time of the shrinkage development initiation in the ICC was consistent with the initial setting time. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aSteinberg, Eric P.,$eauthor. =700 1\$aKhoury, Issam,$eauthor. =700 1\$aWalsh, Kenneth K.,$eauthor. =700 1\$aSemendary, Ali,$eauthor. =700 1\$aAhmed, Safiya,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 3 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210038.html =LDR 03617nab a2200445 i 4500 =001 JTE20210709 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210709$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210709$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aMohd Mazlan, Muhamad Farhan,$eauthor. =245 10$aDevelopment and Performance Evaluation of Automated Methadone Dispenser for Drug Addiction Therapy /$cMuhamad Farhan Mohd Mazlan, Siti Zuliana Salleh, Mohd Sayuti Ab Karim, Nor Amirah Mohd Amran, Rusdi Abd Rashid, Nasrul Anuar Abd Razak, Nahrizul Adib Kadri, Zalina Zahari. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aDrug abuse and drug addiction are becoming growing issues in most countries worldwide and are considered major public health problems. An initiative has been introduced in Malaysia via the methadone maintenance treatment program since the year 2005. Although the program has shown gradual success over the years by reducing the relapse rate of the patients, it has encountered several challenges in maintaining the effectiveness of the manual dispensing method done by the authorized health practitioners. Therefore, an automated methadone dispenser was developed to improve the effectiveness and comply with the requirements and needs of the users. In this research, the reliability and feasibility of the dispenser were determined through percentage error, accuracy and efficiency, and tests, respectively. Based on the performance evaluation, the findings suggested that the automated methadone dispenser has contributed to the decrease of percentage error to 3.42 %, 31.52 % higher accuracy, and 96 % better efficiency compared to current manual methadone dispensing practices. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aSalleh, Siti Zuliana,$eauthor. =700 1\$aAb Karim, Mohd Sayuti,$eauthor. =700 1\$aMohd Amran, Nor Amirah,$eauthor. =700 1\$aAbd Rashid, Rusdi,$eauthor. =700 1\$aAbd Razak, Nasrul Anuar,$eauthor. =700 1\$aKadri, Nahrizul Adib,$eauthor. =700 1\$aZahari, Zalina,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 3 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210709.html =LDR 03617nab a2200445 i 4500 =001 JTE20210671 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210671$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210671$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aMolleti, Sudhakar,$eauthor. =245 10$aDevelopment of a New Dynamic Test Method to Determine the Wind Pressure Resistance of Photovoltaic Roof Assembly (PVRA) /$cSudhakar Molleti, Mauricio Chavez, Chundra Ramful, Steven Ko. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (23 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCommercial rooftops provide extensive areas that represent the ideal platform to install a photovoltaic (PV) system. The combination of the roofing assembly and the PV system is termed a photovoltaic roofing assembly (PVRA). There was little guidance for determining the wind loads on rooftop PV systems for many years. With the efforts of the Structural Engineers Association of California and numerous wind tunnel studies conducted by reputed labs, the design methodology for determining wind loads on PV systems has been established, which has become ASCE 7-16, Minimum Design Loads for Buildings and Other Structures, and the National Building Code of Canada 2015. However, there is no guidance on the resistance aspect of the PVRA. During the life cycle of the rooftop solar array, the variable amplitude of the dynamic wind loading can lead to fatigue, which can accumulate damage in structure details. Such damages might lead to severe failures in the whole PVRA. Currently, there are no standardized test methods that determine the collective performance of a PVRA. In collaboration with the roofing and solar industry, the National Research Council Canada (NRC) is conducting a research study to address the missing link between the design and resistance of a PVRA. A unique, dynamic test method was developed to determine the wind pressure resistance of a PVRA. The test methodology applies uniform wind pressure on a 3 × 3 array. It provides a complete load path evaluating the capacity in members, connections, and PV attachments to the roof assembly. The current paper presents the PVRA test apparatus commissioning process. It details the experimental apparatus, the definition of the testing specimen, the establishment of a dynamic loading protocol, and quantification (measurements) of the system response. It also presents the results of pilot testing conducted as per the new test method. Once standardized, this new protocol will ensure that PVRA integrity is maintained and PV performance is optimized. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aChavez, Mauricio,$eauthor. =700 1\$aRamful, Chundra,$eauthor. =700 1\$aKo, Steven,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 3 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210671.html =LDR 03617nab a2200445 i 4500 =001 JTE20210259 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210259$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210259$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aRibeiro, Kevin Mauricio Menon,$eauthor. =245 10$aDevelopment of a Test Method to Measure the Migration of Intervertebral Body Fusion Devices /$cKevin Mauricio Menon Ribeiro, Edison da Rosa, Arthur Paiva Grimaldi Santos, Carlos Rodrigo de Mello Roesler. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aObjective: The aim of this study was to develop and evaluate a new benchtop test method to measure the potential migration of intervertebral body fusion devices (IBFDs) of different designs. Methods: A new benchtop test method was proposed to evaluate the migration resistance of intervertebral cages under cyclic loads, which is based on movements and flexion-extension loads experienced by the lumbar spine. The IBFD migration behavior under four test setups was investigated by controlled replicates of the test combining two loading configurations and two foam block densities for the bone substitute material. Additionally, the use of two distinct displacement measurement systems, one optical (OptiTrack) and another involving contact (linear variable differential transformer [LVDT]), was evaluated to measure the posterior-anterior movement of the IBFD during testing. Results: The results obtained by applying the new benchtop method indicate that the different test setups can influence the direction and magnitude of the resulting migration of the intervertebral cages, while the two measurement systems provided similar results. Conclusions: The proposed benchtop methodology is able to perform evaluation of IBFD. The use of foam block grade 15 and a test setup with eccentric anterior positioning results in migrations measurable using LVDT or OptiTrack, allowing comparisons between different IBFD designs. The method could be improved to more accurately mimic the movements that cause the migration of IBFD. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$ada Rosa, Edison,$eauthor. =700 1\$aSantos, Arthur Paiva Grimaldi,$eauthor. =700 1\$aRoesler, Carlos Rodrigo de Mello,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 3 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210259.html =LDR 03617nab a2200445 i 4500 =001 JTE20210211 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210211$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210211$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aGharbi, Maïssa,$eauthor. =245 10$aDevelopment of an In Situ Measurement Device for Airfield Pavement Interface Characterization /$cMaïssa Gharbi, Michaël Broutin, Jean-Marie Roussel, Armelle Chabot. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aRegular pavement condition evaluation is the key to ensuring a good asset management of in-service pavements, because it allows anticipating and optimizing maintenance or rehabilitation works. In particular, interface bonding conditions between asphalt concrete layers are of major concern because in most cases, structural problems come from interface defects, and furthermore, they have a huge impact on the pavement current mechanical behavior and its remaining service life. Usual structural nondestructive testing devices do not allow assessing this parameter on their own. This is the reason why there is a need for an in situ measurement system. The French Civil Aviation Technical Center (STAC) launched an ambitious research and development program with the objective of developing a proof-of-concept for such a device and associated data analysis methodology, which enables characterization of the interface response for several mechanical solicitations, including rolling-wheel passage or heavy weight deflectometer dynamic impulse load, with a two-fold purpose: a better understanding for research purposes of the interface’s mechanical behavior and its evolution during the life of the pavement and to have at their disposal an operational tool to evaluate the interface bonding condition of in-service pavements. This paper presents the measurement device developed by the STAC. It is inspired by the ovalization system invented in the 1970s by the Laboratoires des Ponts et Chaussées, which consists of measuring the diameter variation of a core-hole in three horizontal directions (longitudinal, transverse, and 45°) during the passage of a rolling-wheel. The first part of the paper focuses on the device development process that led to the final prototype. The second part is dedicated to the 3-D finite element modeling developed for data analysis. The results from a field survey, performed on the STAC’s test facility, are finally presented and compared with numerical simulations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aBroutin, Michaël,$eauthor. =700 1\$aRoussel, Jean-Marie,$eauthor. =700 1\$aChabot, Armelle,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 2 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210211.html =LDR 03617nab a2200445 i 4500 =001 JTE20210384 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210384$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210384$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aGuo, Wanli,$eauthor. =245 10$aDilatancy Equation and Yield Function for Granular Materials Based on Energy Accumulation /$cWanli Guo, Ge Chen, Junjie Wang, Fuxian Jian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe dilatancy equation and yield function are the two important components of the elastoplastic constitutive model for soils. Because the incremental energy equations of the Cam-Clay and Rowe models do not consider the particle breakage energy, the predicted dilatancy for the granular materials is not convincing. Accordingly, the total input energy during shearing, Es, is taken as the equivalent of the energy equation, and Es is found to be directly proportional to the shearing strain, εs. The slope, K, of the Es∼εs line is theoretically induced and experimentally demonstrated to be equal to the critical shear stress, qc. Thus, a new dilatancy equation and yield function are derived and preliminarily verified using different kinds of granular materials, e.g., calcareous sand, gravel, and rockfill. The shape of the proposed yield surface can be adjusted automatically from bullet-shaped to drop-shaped with an increasing Mc, which is better for expressing the yielding behavior of granular materials. Additionally, another significant advantage of the proposed dilatancy equation and yield function is that no additional fitting or nonphysical parameters except Mc (critical stress ratio) is included, whereas the predictions for the granular materials are still satisfactory. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aChen, Ge,$eauthor. =700 1\$aWang, Junjie,$eauthor. =700 1\$aJian, Fuxian,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 3 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210384.html =LDR 03617nab a2200445 i 4500 =001 JTE20200699 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200699$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200699$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aMutashar, Rana,$eauthor. =245 10$aEarly-Age Deck Cracking from Asymmetric Thermal Behavior in Skewed Adjacent Box Beam Bridges /$cRana Mutashar, Shad M. Sargand, Issam Khoury, Fouad T. AlRikabi, Mi G. Chorzepa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study investigates the causes of early-age deck cracking for skewed composite adjacent box beam bridges with integral abutments. It hypothesizes that cracking is attributed to (1) asymmetric thermal movements in a skewed deck and (2) thermal restraints from an integral abutment design, as well as box beams and post-tensioned tie rods. To verify this hypothesis, a bridge in Ohio was instrumented for measuring temperature and strain. The field investigation aimed at observing thermal movements of the deck for about five days immediately after placing the concrete deck. No visible cracks were found after completing the deck and abutments; however, 10 months later, visible cracks were observed. These cracks were mainly observed near the edges of the deck where it adjoins with an abutment, as well as at acute corners. Also, it was observed that a temperature gradient of 8°C developed through the deck depth. The rotation and expansion (or contraction) from the temperature gradient are partially restrained by the presence of box beams and post-tensioned tie rods, resulting in the effective tensile strain at the bottom surface. It is concluded that the skewed deck geometry causes an asymmetric thermal expansion, contraction, or both, leading to increased tensile strains. They exceeded the threshold cracking strain at the acute corner and at mid-width along the deck edges where they adjoin with asphalt roadways. It is also concluded that thermal restraints applied after completing the bridge is another factor for cracking. They are imposed by design features, including soil backfills and asphalt pavements, which are inherent to integral abutment bridges. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aSargand, Shad M.,$eauthor. =700 1\$aKhoury, Issam,$eauthor. =700 1\$aAlRikabi, Fouad T.,$eauthor. =700 1\$aChorzepa, Mi G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 2 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200699.html =LDR 03617nab a2200445 i 4500 =001 JTE20210227 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210227$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210227$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aYan, Yu,$eauthor. =245 10$aEffect of Aged Binder Distribution on the Fracture Tolerance of Asphalt Mixtures with Reclaimed Asphalt Pavement /$cYu Yan, David Hernando, Bongsuk Park, Gabriele Tebaldi, Reynaldo Roque. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study investigated the effect of the distribution of aged binder from reclaimed asphalt pavement (RAP) on the fracture tolerance of recycled asphalt mixtures. Two RAP sources (one coarse, one fine), one virgin polymer-modified asphalt binder, and four RAP contents (0 %, 20 %, 30 %, and 40 %) were used to produce a total of seven mixtures. Fracture tolerance was assessed in terms of fracture energy density (FED) at three levels: binder, interstitial component (IC) (composed of effective binder and fine aggregate fraction), and mixture. Binder fracture energy tests were conducted to measure the FED of blends of virgin and recovered RAP binder. IC direct tension tests were employed to determine the IC FED. Finally, Superpave indirect tensile fracture tests were performed to obtain the FED of RAP mixtures. FED decreased with increasing RAP content at the three levels (binder, IC, and mixture). More importantly, IC and mixture exhibited almost identical FED reductions in relative terms, while the reduction was less significant at binder level. This finding indicates that the full blending scenario artificially created at the binder level did not occur at IC and mixture levels. Furthermore, the coarse RAP yielded greater FED than the fine RAP, which substantiates that RAP gradation controls the distribution of RAP binder in recycled mixtures. Consequently, the lower content of aged RAP binder in the IC portion for mixtures with the coarser RAP resulted in better fracture tolerance. The application of a newly developed guideline for determining the maximum allowable RAP content in recycled mixtures confirmed that the coarser RAP used in this study allows for a greater RAP content than the finer RAP despite the stiffer RAP binder. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aHernando, David,$eauthor. =700 1\$aPark, Bongsuk,$eauthor. =700 1\$aTebaldi, Gabriele,$eauthor. =700 1\$aRoque, Reynaldo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 2 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210227.html =LDR 03617nab a2200445 i 4500 =001 JTE20210522 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210522$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210522$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aHung, Shawn,$eauthor. =245 10$aEffect of Different Loading Conditions on the Fatigue Response and Recovery of Neat and Modified Asphalt Binders /$cShawn Hung, Mohamed Elkashef, John Harvey, Rongzong Wu, David Jones. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThixotropic behavior is a reversible process that occurs in asphalt binders because of the breakage and restoration of the binder’s microstructure. Thixotropic effects are associated with load applications and are fully recoverable when the loading is discontinued. Fatigue loading results in a decrease in the asphalt binder’s modulus related to reversible phenomena such as thixotropy, healing, and self-heating, in addition to irreversible permanent fatigue damage. The study of thixotropy is important to better characterize damage because of fatigue. In this study, four different asphalt binders were tested to determine their thixotropic behavior, namely two neat PG64-16 binders from different refineries, a polymer modified PG64-28 binder, and a tire rubber modified PG64-28 binder. The binders were short-term aged using a rolling thin film oven and tested with a dynamic shear rheometer at temperatures that produced an initial modulus of 35 MPa at sinusoidal strain amplitudes of 1.2 and 1.4 %, and an initial modulus of 50 MPa at strain amplitudes of 1 and 1.2 %. The test temperatures corresponding to the initial moduli for each binder were determined using a temperature sweep at a test frequency of 10 Hz. The test temperature and strain amplitudes were applied for 500 or 1,000 s followed by rest periods to determine the effects of loading time on the rates of binder modulus recovery for the different conditions. The results indicated that the thixotropic recovery rate is dependent on the binder type, with the tire rubber modified binder showing the fastest recovery rate and the polymer modified binder showing the slowest recovery rate. The recovery rate was also shown to increase with increasing initial modulus and strain amplitude. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aElkashef, Mohamed,$eauthor. =700 1\$aHarvey, John,$eauthor. =700 1\$aWu, Rongzong,$eauthor. =700 1\$aJones, David,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 3 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210522.html =LDR 03617nab a2200445 i 4500 =001 JTE20210258 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210258$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210258$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aSetty, Mohan,$eauthor. =245 10$aEffect of Pre-test Routine Speeds on Hardness and Modulus Values Measured by Nanoindentation /$cMohan Setty, Srinivas Nunna. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aNanoindentation is an effective and powerful tool for the measurement of mechanical properties at small scales. Standard nanoindentation test rates are higher than most mechanical tests that include tension, compression, and flexural tests. However, to achieve studies that require several thousands of indents, test rates need to be further improved without compromising data quality. Here we report the possibility of increasing testing rates by first altering the duration of pre-test routines and then quantifying the rate effect on the hardness (H) and reduced modulus (Er) of a standard fused silica (silicon dioxide (SiO2)) sample. Initially, system calibrations were done to ensure that the equipment produced reliable and repeatable data. A number of nanoindentation tests were performed at various locations on SiO2. No significant change was observed in the mean hardness and modulus values even when the speed of testing was three times faster than the standard test speed. However, the effect of these speed changes on displacement drift range, H, and Er of the material were analyzed. Based on observations, the proposed method can save up to three hours for every hundred indentation tests. This provides a complementary technique to enable faster testing rates without influencing the measurement of mechanical properties. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aNunna, Srinivas,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 3 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210258.html =LDR 03617nab a2200445 i 4500 =001 JTE20210551 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210551$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210551$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aLeffler, John P.,$eauthor. =245 10$aEffects of Bathing Surface Drainage Contouring on Tribometer Friction Testing /$cJohn P. Leffler, Mark G. Blanchette. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe manufacture and inspection of porcelain-enameled bathing surface friction in the United States has relied on tribometry since 1979; in modernizing the standards for testing bathing surface friction, tribometry is an obvious candidate. However, although bathing surface standards allow a range of bathing surface contours and curvatures (e.g., concavity) for facilitating drainage, it is currently unknown whether tribometer measurements may be sensitive to these features. This preliminary study sought to determine the influence of bathing surface concavity on tribometer measurements. Four different tribometer models were used to assess the available friction of a porcelain-enameled bathing surface under wet conditions and five different radii of concavity. The results indicate that varying concavities may affect the available friction measurements differently for different tribometer models. Based on our preliminary findings, we recommend a more robust study be undertaken. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aBlanchette, Mark G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 3 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210551.html =LDR 03617nab a2200445 i 4500 =001 JTE20210208 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210208$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210208$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aObando, Carlos J.,$eauthor. =245 10$aEstimating the Thermal Conductivity of Asphalt Binders /$cCarlos J. Obando, Kamil E. Kaloush. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aNowadays, there is a common worldwide interest in environmental issues and pavements. How to save energy and mitigate the urban heat island (UHI) effect are topics that are drawing the attention of different researches and industrial organizations. In road infrastructure, one of the important properties addressing environmental and UHI aspects of pavements is the determination of the thermal conductivity. Asphalt concrete represents the third most widely used resource in the world, with asphalt-paved roads being its principal usage. One of the most important components of asphalt concrete is bitumen. Bitumen is a viscoelastic material susceptible to temperature changes. The determination of the bitumen’s thermal conductivity becomes very important in understanding and improving its thermal performance. There are very few test methods and equipment to measure thermal conductivity of bitumen (asphalt binders). Some are expensive and require special equipment and instrumentation. This study developed and validated a simplified testing technique to measure thermal conductivity of asphalt binders. This test is a steady state–based method to estimate the thermal conductivity of asphalt binders using cylindrical samples poured into a silicon mold. The method was validated using material of known thermal conductivity. A total of 18 samples of different binder grades were tested, and the test results were repeatable and within known thermal conductivity values. Sensitivity analysis and accuracy of the proposed method were validated modifying the asphalt binder with a material with a very low thermal conductivity. This method to estimate thermal conductivity of bitumen samples was found to provide an affordable alternative test procedure with good accuracy and precision. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aKaloush, Kamil E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 2 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210208.html =LDR 03617nab a2200445 i 4500 =001 JTE20210077 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210077$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210077$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aRath, Punyaslok,$eauthor. =245 10$aEvaluation of the Effects of Engineered Crumb Rubber (ECR) on Asphalt Mixture Characteristics /$cPunyaslok Rath, J. Meister, B. Jahangiri, W. Buttlar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study examined the effects of modification of dense-grade asphalt mixtures with chemically engineered crumb rubber (ECR) via the dry process. The ECR mixtures were compared to unmodified and polymer-modified mixtures in various criteria. The study mainly had three objectives: (1) comparison of mixture performance, (2) investigation of warm mix equivalence, i.e., to determine if the chemical coating on the ECR resulted in benefits similar to warm mix additives, and (3) to determine the effects of ECR on mixture draindown. For the first objective, the disk-shaped compact tension test was conducted to determine resistance to thermal cracking, and the Hamburg wheel tracking test was performed to determine resistance to permanent deformation (rutting) and moisture damage. To fulfill the second objective, the mixtures were prepared with warm mix asphalt (WMA) additives wherever necessary, and for the third objective, a stone mastic asphalt (SMA) was employed instead of the dense-grade mixture that was used for the rest of the study. Findings showed that modification with ECR greatly improved resistance to rutting and cracking, indicating that ECR pavements will exhibit longer service life. In terms of warm mix equivalence, a comparison of volumetrics data showed that ECR without WMA additive compacted in a similar manner as a polymer (PG 76-22) mixture containing WMA additive. Additional mix cost savings may be realized with ECR modification because of the ability to avoid the cost of WMA additive for the goal of achieving mix workability and compaction at lower temperatures. Finally, an ECR-SMA mix was used for draindown assessment and was found to pass the draindown test without the need for fibers, nearly matching the draindown resistance of the polymer-WMA mix containing cellulose fibers, thereby presenting another cost-saving avenue for contractors. The study also includes details of three field projects that used ECR and reported excellent field performance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aMeister, J.,$eauthor. =700 1\$aJahangiri, B.,$eauthor. =700 1\$aButtlar, W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 2 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210077.html =LDR 03617nab a2200445 i 4500 =001 JTE20200652 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200652$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200652$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aGhos, Sagar,$eauthor. =245 10$aFactors Contributing to Fatigue Cracking in Flexible Pavements in Oklahoma :$bA Case Study Using Laboratory and Field Investigation and AASHTOWare Simulation /$cSagar Ghos, Syed Ashik Ali, Musharraf Zaman, Kenneth R. Hobson, Matias Mendez Larrain, Michael Behm. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aFatigue cracking is one of the major structural distresses in flexible pavements. In this study, probable causes of fatigue cracking were investigated using field and laboratory testing and In this study, probable causes of fatigue cracking were investigated using field ang laboratory testing and AASHTOWare Pavement ME Design (PMED) simulations. Field tests including Ground Penetrating Radar (GPR), Falling Weight Deflectometer (FWD), and Dynamic Cone Penetration (DCP) were performed on a flexible pavement section of US 412 located in Noble County, Oklahoma. Also, asphalt cores and soil samples were collected for laboratory testing. The GPR test results revealed significant delamination in the asphalt layer. Also, the GPR images indicated that the disturbance zone was confined within the asphalt layer and cracks were generated from surface as well as from existing pavement layers below. The DCP and FWD test results indicated that the pavement section was not structurally adequate to support traffic and needed rehabilitation in the near future. The moduli of the asphalt layers were found to be quite low, indicating improper compaction during construction. Also, the densities of the top-lifts of the asphalt cores were found to be low. Moreover, the cracking resistance of the extracted asphalt cores was poor based on the Illinois flexibility index test results. Superpave Performance Grade of the extracted binder indicated excessive aging of the binder because of long exposure to the environment. The brittleness of mix resulting from aging was considered a potential contributor to fatigue cracking of the pavement at this site. A parametric study was conducted to understand the variation of fatigue cracking with the changes in input properties in PMED, namely pavement structural components and material properties. Pavement thickness, roadway densities, and layer moduli of existing underlying pavement were found as the most influential factors. The findings of the parametric study supported the findings of the field and laboratory investigation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aAshik Ali, Syed,$eauthor. =700 1\$aZaman, Musharraf,$eauthor. =700 1\$aHobson, Kenneth R.,$eauthor. =700 1\$aMendez Larrain, Matias,$eauthor. =700 1\$aBehm, Michael,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 2 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200652.html =LDR 03617nab a2200445 i 4500 =001 JTE20210161 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210161$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210161$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aYing, Wang,$eauthor. =245 10$aField Test on the Isolation Effects of Duxseal-WIB Subjected to Vertical Excitation Forces /$cWang Ying, Zhang Zhisong, Gao Meng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study proposes a new vibration isolation technology for perforated wave-impeding blocks (conventional WIBs) filled with Duxseal (DXWIB). A series of field tests were performed on conventional WIB, porous WIB, and DXWIB under different distances and frequencies. Accordingly, we discuss (a) the influence of distance and frequency on the vibration isolation performance of these three methods and (b) the vibration isolation efficiency of these three methods. The test results showed that compared with conventional WIB and porous WIB, the vibration isolation of DXWIB was more efficient. For acceleration, the average vibration screening effects of DXWIB were improved by 53.0 %, 54.3 %, and 69.6 % in the X-, Y-, and Z-directions, respectively. As for displacement, the average vibration screening effects were improved by 56.8 %, 52.5 %, and 65.8 %. Moreover, DXWIB greatly increase the frequency bandwidth of vibration reduction, and has an excellent vibration isolation performance at frequencies of 5–70 Hz, which improves the defects of conventional WIB due to its design mechanism. The study creatively combines the wave-impeding block with the vibration-absorbing material Duxseal for vibration isolation, which greatly improves the efficiency of vibration isolation and enriches the methods used for vibration isolation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aZhisong, Zhang,$eauthor. =700 1\$aMeng, Gao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 3 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210161.html =LDR 03617nab a2200445 i 4500 =001 JTE20210250 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210250$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210250$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aJanicki, Joseph C.,$eauthor. =245 10$aFormability Characterization of Fiber Reinforced Polymer Composites Using a Novel Test Method /$cJoseph C. Janicki, Matthew C. Egloff, Roberta Amendola, Cecily A. Ryan, Dilpreet S. Bajwa, Alexey Dynkin, Douglas S. Cairns. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aFiber reinforced polymer composites are often used as a replacement for metal alloys because of the superior strength to weight ratio. However, a major drawback of these materials is the lack of formability caused by the low strain to failure ratio that does not allow the material to follow tooling contours into deep drawn shapes or tight radii. Composite materials have a multiscale hierarchical structure where micro and meso scale effects (fiber and tow scales) contribute to the macro structural response (laminate scale). In particular, during forming, different deformation occurs simultaneously at every scale. Currently, the amount of quantifiable and comparable forming data for both continuous and discontinuous fiber reinforced polymer composites, including a multi-scale understanding of the deformation response, is limited because of the lack of a testing system. This article proposes a novel test method and an apparatus called “the forming fixture” for testing the tow formability of fiber reinforced polymer composites by determining the required load to form an uncured resin impregnated fiber tow sample into a stretch drawn profile. Test results from forming of Hexcel (Stamford, CT) IM7-G continuous carbon fiber impregnated with Huntsman (The Woodlands, TX) RDM 2019-053 resin system, in the temperature range of 21°C–121°C, are discussed to demonstrate the use of the proposed apparatus including representative data. Results showed consistency and repeatability, validating the reliability of the novel method. The test aided in defining the forming behavior of the material in real time both visually (e.g. sample failure location) and as forming load versus displacement curves. A novel forming metrics, relating the maximum drawing depth with no failure and the maximum forming load, is defined to compare and select different fiber and resin formulations. Widespread adoption of the forming fixture will reduce reliance on a “trial and error” approach during the the forming process. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aEgloff, Matthew C.,$eauthor. =700 1\$aAmendola, Roberta,$eauthor. =700 1\$aRyan, Cecily A.,$eauthor. =700 1\$aBajwa, Dilpreet S.,$eauthor. =700 1\$aDynkin, Alexey,$eauthor. =700 1\$aCairns, Douglas S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 2 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210250.html =LDR 03617nab a2200445 i 4500 =001 JTE20210283 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210283$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210283$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aHabbouche, Jhony,$eauthor. =245 10$aFull-Scale Pavement Testing of a High Polymer-Modified Asphalt Concrete Mixture /$cJhony Habbouche, Murugaiyah Piratheepan, Elie Y. Hajj, Sailesh Bista, Peter E. Sebaaly. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (24 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis paper presents the validation process for the structural layer coefficient determined mechanistically for high polymer (HP) asphalt mixtures (i.e., 0.54) through full-scale laboratory testing of asphalt pavements. Two instrumented full-scale pavement experiments were conducted in the PaveBox setup at the University of Nevada, Reno. A flexible pavement structure with a conventional polymer-modified asphalt layer was evaluated in Experiment No. 1. Meanwhile, a flexible pavement structure with a reduced-thickness HP asphalt concrete (AC) layer was evaluated in Experiment No. 2. Similar vertical surface deflections (except under the center of the applied surface load), higher vertical stresses at the middle of the base layer, and similar vertical stresses below the subgrade surface were observed with the reduced thickness of the HP AC layer. Moreover, better overall fatigue and rutting performance in the AC layer, slightly higher rut depths in the unbound layers, and similar total rut depths were observed by means of mechanistic analysis with the use of HP AC pavement. In general, the results and findings of this study supported the selection of 0.54. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aPiratheepan, Murugaiyah,$eauthor. =700 1\$aHajj, Elie Y.,$eauthor. =700 1\$aBista, Sailesh,$eauthor. =700 1\$aSebaaly, Peter E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 2 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210283.html =LDR 03617nab a2200445 i 4500 =001 JTE20210240 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210240$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210240$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aBlanchette, Mark G.,$eauthor. =245 10$aHuman Slip Assessment of Candidate Reference Surfaces for Walkway Tribometer Validation :$bAn Update to Standard ASTM F2508 /$cMark G. Blanchette, Jonathan Lee-Confer, John R. Brault, Bradley Rutledge, Benjamin S. Elkin, Gunter P. Siegmund. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPrevious studies have reported on the concept of using human subjects to rank and differentiate walkway surfaces that vary in slipperiness. Surfaces identified as having different levels of slipperiness, based on the outcomes of human subject walking trials, are then used to validate tribometer slip resistance measurements. This concept was adopted in the development of ASTM F2508-11, Standard Practice for Validation and Calibration of Walkway Tribometers Using Reference Surfaces. Because of a depleting supply of the reference surfaces cited by ASTM F2508, new reference surfaces are needed. In this study, our objective was to assess new candidate reference surfaces to update the ASTM F2508-16, Standard Practice for Validation, Calibration, and Certification of Walkway Tribometers Using Reference Surfaces. One hundred and forty-eight human subjects walked across four ceramic-based tiles (E, F, G, and H) under contaminated conditions. Our results revealed that, consistent with our prior studies, human subjects were able to rank and differentiate surfaces according to slipperiness. Moreover, the surfaces evaluated in this study demonstrate characteristics that make them suitable replacements for the ASTM F2508 reference surfaces. Based on our findings, we recommend that ASTM F2508 be updated using surfaces E, F, and G and that surface G be considered a candidate to establish a slip resistance threshold for walking. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aLee-Confer, Jonathan,$eauthor. =700 1\$aBrault, John R.,$eauthor. =700 1\$aRutledge, Bradley,$eauthor. =700 1\$aElkin, Benjamin S.,$eauthor. =700 1\$aSiegmund, Gunter P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 2 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210240.html =LDR 03617nab a2200445 i 4500 =001 JTE20210744 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210744$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210744$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aZou, Yang,$eauthor. =245 10$aImpact of Aging on Molecular Structure of Asphalts from Different Crude Oils /$cYang Zou, Jianying Yu, Xiaoqiao Huang, Zhilong Cao, Shi Xu, Yichi Zhang, Shangheng Zeng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis research aimed to explore the impact of aging on the molecular structure of asphalts from different crude oils. The elemental composition of five types of original asphalts was measured. The structure changes of the asphalts were analyzed with Fourier transform infrared spectroscopy (FTIR) and nuclear magnetic resonance (1H-NMR) before and after thin-film oven test, ultraviolet light (UV), and pressure aging vessel (PAV). The result of the elemental analysis showed that the hydrogen-carbon ratio (H/C) of asphalts ranges from 1.347 to 1.602 with different contents of sulfur, nitrogen, and oxygen. The FTIR indicated that asphalts with a low H/C had a low rate of change of carbonyl index after aging. Asphalts were more likely to produce an aromatic ring structure and sulfoxide group during the PAV aging process. The aliphatic structure was easier to reduce during the UV aging process. The 1H-NMR analysis showed that the content of aromatic hydrogen (Har) of asphalts is between 0.022 and 0.056, the content of Har decreased after aging, and the asphalt with a low Har content had a smaller change rate of hydrogen atom content. The outlined research results revealed that the asphalt with lower H/C and Har content was prone to have better aging resistance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aYu, Jianying,$eauthor. =700 1\$aHuang, Xiaoqiao,$eauthor. =700 1\$aCao, Zhilong,$eauthor. =700 1\$aXu, Shi,$eauthor. =700 1\$aZhang, Yichi,$eauthor. =700 1\$aZeng, Shangheng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 3 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210744.html =LDR 03617nab a2200445 i 4500 =001 JTE20210695 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210695$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210695$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aCui, X.,$eauthor. =245 10$aImproved Interpretation of British Pendulum Test Measurements for Evaluation of Floor Slip Resistance /$cX. Cui, L. Chu, W. Guo, T. F. Fwa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe widely used British pendulum test (BPT) for pedestrian slip resistance evaluation obtains its measurements from a numerical reading scale and reports the test result as either a British pendulum number (BPN) or pendulum test value (PTV). There exist two issues that, if resolved, could significantly enhance the practical application value of BPT: (1) Different units of the BPT device could produce BPN readings with differences higher than 20 %, mainly due to their different slider force–deflection characteristics; (2) the relationship between BPN and coefficient of friction (COF) of the floor is nonlinear for a given BPT device, and it varies from one BPT device to another because of issue (1). This study demonstrates that, by means of a finite element BPT simulation model developed based on the theory of mechanics, the COF of a floor can be determined from the measured BPN of a BPT. It is shown that the commonly adopted practice of applying a single regression equation relating BPN to COF does not correctly represent the relationship between BPN and COF. This is because, in practice, different BPT devices would most likely have different slider force–deflection characteristics. The proposed simulation model approach would overcome this problem effectively by converting BPN measurements into COF, based on the respective slider force–deflection characteristics of the BPT devices concerned. In so doing, both issues (1) and (2) could be effectively resolved. Validation experiments were performed to confirm the validity of the simulation model and the COF calculated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aChu, L.,$eauthor. =700 1\$aGuo, W.,$eauthor. =700 1\$aFwa, T. F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 3 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210695.html =LDR 03617nab a2200445 i 4500 =001 JTE20210357 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210357$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210357$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aMunevar-Ortiz, Laura,$eauthor. =245 10$aInfluence of Specimen Size on the Tear Strength of Fabrics by the Trapezoid Procedure /$cLaura Munevar-Ortiz, Jane Batcheller, Patricia I. Dolez. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTear strength is an important fabric characteristic used to evaluate the serviceability of textile materials and their suitability for particular end uses such as protective clothing. In this study, the effect of test specimen size on tear strength was analyzed. The aim was to determine whether smaller specimens could be used to perform tear strength tests without significantly affecting the test results. The ASTM D5587-15, Standard Test Method for Tearing Strength of Fabrics by Trapezoid Procedure, was followed using the standard test specimen size and three smaller sizes. The geometrical characteristics, i.e., trapezoid angle, length of smaller base, and notch length, were unchanged in the smaller specimens, and only the tearing distance through the specimen became shorter as the specimen size was reduced. The test was performed on three fabrics with different structures: plain weave, ripstop, and ripstop with a laminated polymer membrane. Statistical analysis based on the analysis of variance and multiple comparison tests were used to interpret the data. For the plain weave, and ripstop fabrics tested in the warp direction, the results showed no difference in the mean tear strength between the standard-sized specimens and smaller specimens as long as the specimen size did not fall below 55 by 110 mm. Below this size, the distance over which the tear strength was measured became too short for enough high peaks to be recorded and used in calculating the average tearing strength of each specimen. For the laminated fabric tested in both the warp and weft directions, and for the plain weave and ripstop fabrics tested in the weft direction, there were no statistical differences in the mean tear strength between the four specimen sizes, including the smallest size (45 by 90 mm). These results support the use of smaller specimens to accurately determine the trapezoidal tear strength of fabrics when the amount of material available for testing is limited. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aBatcheller, Jane,$eauthor. =700 1\$aDolez, Patricia I.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 3 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210357.html =LDR 03617nab a2200445 i 4500 =001 JTE20210282 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210282$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210282$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aZhang, Xiaobo,$eauthor. =245 10$aInvestigation on the Shear Behavior of Rough Rock Joints Prepared by Three-Dimensional Engraving Technique /$cXiaobo Zhang, Xi Zhu, Chi Yao, Shu Ouyang, Jianhua Yang, Qinghui Jiang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aLaboratory shear test is an important and widely used method to investigate the shear behavior of rock joints, and the preparation of joint specimens is a key factor that influences test results. In order to study the shear mechanism of rough rock joints with different morphologies in the laboratory, an innovative three-dimensional (3D) engraving technique was employed to produce specimens with rough joints. Intact sandstone and cement mortar blocks were used as model materials. The engraving parameters were determined to ensure a satisfactory engraving precision and to save as much time as possible for an engraving process. Three Barton profiles with joint roughness coefficient (JRC) values of 2.8, 10.8, and 18.7 were selected as the morphology prototypes for automatically engraving the model material blocks to obtain rough joint specimens. Shear tests were then conducted under four normal stress levels in the laboratory. In addition, numerical simulations on joints with the same physico-mechanical properties, surface morphology, and boundary conditions as the joint tested in the laboratory were performed. The failure characteristics, shear behavior curves, and shear strength obtained from numerical and experimental studies were analyzed considering the effect of joint materials, joint roughness, and applied normal stress. The shear mechanism of rough joints was investigated, and the analysis indicated that the results of shear tests by simulation and experiment were similar. The results revealed that it is feasible to make rough joints by engraving either real rocks or commonly used model materials (e.g., cement mortar) =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aZhu, Xi,$eauthor. =700 1\$aYao, Chi,$eauthor. =700 1\$aOuyang, Shu,$eauthor. =700 1\$aYang, Jianhua,$eauthor. =700 1\$aJiang, Qinghui,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 3 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210282.html =LDR 03617nab a2200445 i 4500 =001 JTE20210649 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210649$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210649$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aZhou, Bo,$eauthor. =245 10$aLaboratory Accelerated Testing of Traffic Polishing Effects on Asphalt Paving Mixtures /$cBo Zhou, L. Chu, Lintao Yang, T. F. Fwa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (27 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aMost laboratory polishing machines for pavement materials in use today are bulky and could not be easily fabricated in a typical pavement engineering laboratory. Most machines adopt a small-diameter circular-path polishing mode, which is different from actual field polishing actions, to save space and reduce test durations. Still, each test typically lasts longer than a day. To overcome the problems of test duration and polishing mode, this study developed a high-slip ratio linear-path polishing device to achieve a test duration of less than 4 h. The main research objectives were to study the polishing effects of different polishing modes and propose a polishing procedure to produce a polished state of British pendulum number (BPN) and mean texture depth (MTD) matching with field measured values. The four polishing modes studied were 1. dry polishing, 2. wet polishing, 3. dry polishing with sand, and 4. wet polishing with sand. The presence of water was found to have no statistically significant effect on the terminal BPN and MTD. When sand was applied, whether in dry (Mode 3) or wet (Mode 4) polishing, lower terminal MTD but higher BPN than those by Mode 1 or 2 were obtained. If polishing was continued without sand, the terminal BPN became lower than that achieved by Mode 1 or 2. Upon comparing laboratory polished BPNs with polished BPNs of in-service pavements, this study recommended the following two-stage mixed-mode polishing procedure: Mode 3 or 4 polishing with sand, followed by either Mode 1 or 2 polishing without sand. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aChu, L.,$eauthor. =700 1\$aYang, Lintao,$eauthor. =700 1\$aFwa, T. F.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 3 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210649.html =LDR 03617nab a2200445 i 4500 =001 JTE20200661 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200661$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200661$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aRahmatian, Arash,$eauthor. =245 10$aModeling of Supplemental Bar-Mounted Fiber Optic Strain Sensor for Structural Health Monitoring Applications /$cArash Rahmatian, Hussam Saleem, Ashutosh Bagchi, Michelle Nokken, Khaled Galal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aFiber optic sensors have been increasingly utilized in structural health monitoring of large-scale civil structures. Bare fiber sensors are quite brittle, and therefore, their installation and embedment in reinforced concrete elements can be challenging, particularly when using uncommon materials as internal reinforcements in concrete. In the present study, a fiber optic strain sensor is preinstalled on a supplemental bar of adequate length and appropriate diameter. The sensor is attached to a glass fiber-reinforced polymer (GFRP) reinforcing bar in concrete flexural element. Performance under static-loading conditions has been evaluated, and the results have shown potential toward applying the technique to large-scale structures. Another objective of the present study is to develop a numerical model that represents the interaction between the concrete, the reinforcement steel, and the supplemental GFRP rebar, which has the sensor mounted on. The model is calibrated using experimental results. The model can be used to investigate varying parameters including material properties (e.g., compressive strength of concrete), geometrical data (e.g., the length of the supplemental rebar), and loading and boundary conditions, consequently eliminating the need to perform a large number of full-scale costly experiments. The developed model exhibited nearly identical behavior to the experiments after calibration. The study shows that the performance of the present sensing system is primarily affected by the relative sizes of the main and supplemental bars. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aSaleem, Hussam,$eauthor. =700 1\$aBagchi, Ashutosh,$eauthor. =700 1\$aNokken, Michelle,$eauthor. =700 1\$aGalal, Khaled,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 2 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200661.html =LDR 03617nab a2200445 i 4500 =001 JTE20210612 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210612$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210612$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aChen, Kuen-Suan,$eauthor. =245 10$aMultiple Manufacturing Processing Target Value Setting Models :$bA Case Study on Grinding and Polishing Processes of the Electric Vehicle Motor Shaft /$cKuen-Suan Chen, Yung-Hsiang Hung, Yuan-Tsung Su. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAiming to reduce the social-economic loss caused by deficient products, the processing target value setting requirements must be achieved through multiple manufacturing processes. Meanwhile, the processing target value setting for each step must properly match its own manufacturing process capability so as to lower the ratios of process scrap and rework. Consequently, the quality of the final product can be ensured to reduce social-economic loss, such as carbon emissions caused by faulty maintenance after sales. By means of the production data analysis as well as quality engineering, this study discovered the best conditions for multiple manufacturing processes and then adopted the genetic neural networks method to estimate the optimal stable-process standard deviation for each processing step. Next, according to the aforementioned optimal process standard deviation, the reasonable target value of each processing step was determined by the processing target value and the process capability set in the final product. Finally, this study provided the multiple-process capability analysis chart to evaluate the process capability after experiment. The processing of the green electric vehicle motor was taken as an example to explain the application of the reasonable processing target value setting model mentioned in this study. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aHung, Yung-Hsiang,$eauthor. =700 1\$aSu, Yuan-Tsung,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 3 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210612.html =LDR 03617nab a2200445 i 4500 =001 JTE20210244 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210244$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210244$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aCui, Yanan,$eauthor. =245 10$aMulti-scale Evaluation of Aging and Damage-Healing Performance of Asphalt Mixtures of Various Gradations /$cYanan Cui, Maorong Li, Shuyan Zhang, Jing Guo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study aimed to explore the changes in the aging and self-healing properties of styrene butadiene styrene-modified asphalt mixtures of different gradations under different aging conditions, healing temperatures, healing times, and damage degrees. The internal pore structure of the mixture was analyzed using the nuclear magnetic resonance technique. The flexural creep healing test was used, and the self-healing performance of modified asphalt mixtures of AC-13, AC-16, and SMA-13 was evaluated by calculating the cumulative dissipated energy. The results show that the original asphalt mixture with the same gradation has the largest pore size, which decreases with the degree of aging; the smallest porosity is that of thermal-ultraviolet composite aging. High temperatures can improve the fluidity of asphalt, partly filling the pores inside the asphalt mixture and thereby reducing the porosity. Furthermore, with the increase in the degree of aging and damage, the healing rate becomes slower. In addition, the healing rate of the three asphalt mixtures under different influencing factors shows that the SMA-13 asphalt mixture performs the best and the AC-13 asphalt mixture is the worst. The basalt fiber plays a bridging role, as it improves the adhesion between asphalt and other aggregates. The increase in the degree of aging reduces the deformation ability of the asphalt mixture and lowers the fluidity of the asphalt and the healing rate. The SMA-13 asphalt mixture shows better self-healing performance when applied to a bituminous pavement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aLi, Maorong,$eauthor. =700 1\$aZhang, Shuyan,$eauthor. =700 1\$aGuo, Jing,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 3 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210244.html =LDR 03617nab a2200445 i 4500 =001 JTE20210559 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210559$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210559$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aChen, Rongbao,$eauthor. =245 10$aNew Mechanical Model for Evaluating Bearing Capacity of Prestressed Pipe Piles in Soil :$bEffect of Soil Layer /$cRongbao Chen, Jichao Zhang, Zeyu Chen, Xiaoyu Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aBecause of the complexity of pile driving into different soil layers, the existing models fail to consider the effect of the soil layers. Thus, this paper develops a new mechanical model for predicting the bearing capacity of prestressed concrete pipe piles (PCPPs) while considering the influence of the soil layers. To this end, 12 PCPPs were constructed in the field for two types of experimental tests: the static load test (SLT) and the high-strain dynamic test (HSDT). The pile and soil properties, such as the settlement of the pile top, the cumulative deformation of the pile body, the side friction, the end bearing of the pile, and the damping coefficient, were measured or calculated. Then, a new mechanical model of the pile driving was proposed to include the influence of the types of the soil layer: sand, silt, silty clay, and highly weathered argillaceous siltstone. The corresponding calculation program based on the developed algorithm was compiled. Furthermore, the results of the SLT and the HSDT were then compared with the numerical data calculated by the developed model. The results demonstrate that the soil-layer type significantly impacts the pile-side or pile-end properties of the soil, such as the maximum elastic deformation and the damping coefficient. The new mechanical model of pile driving provides acceptable prediction data with a maximum difference of 15 % from the results of the SLT and the HSDT. Therefore, the mechanical model of pile driving is potentially useful for predicting the bearing capacity of prestressed pipe piles in the field. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aZhang, Jichao,$eauthor. =700 1\$aChen, Zeyu,$eauthor. =700 1\$aZhang, Xiaoyu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 3 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210559.html =LDR 03617nab a2200445 i 4500 =001 JTE20210239 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210239$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210239$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aTavassoti, Pejoohan,$eauthor. =245 10$aNovel Analysis of Ultrasonic Pulse Propagation Tests for Characterization of Asphalt Concrete /$cPejoohan Tavassoti, Taher H. Ameen, Hassan Baaj, Giovanni Cascante. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe need for better pavement material characterization has become the focus of several studies lately. Better characterization is necessary to promote mechanistic-based pavement analysis methods. The current availability of nondestructive testing methods offers significant benefits to improve the accuracy of conventional testing methods as well as the development of fast quality control tools. To this end, a new analysis of the ultrasonic pulse propagation tests (UPPT) in asphalt concrete mixes can provide a more complete evaluation of viscoelastic properties of these materials by providing results at a wider range of temperatures and loading frequencies. UPPTs can also be used as a complementary tool to improve conventional asphalt concrete characterization techniques. This study evaluates the use of UPPT for the characterization of asphalt concrete mixes using 2 main excitation frequencies of 54 and 150 kHz. Measurements are performed at 5 temperatures ranging from −11°C up to 54°C. The nondestructive nature of the UPPT allowed for the use of the same specimens for uniaxial dynamic modulus tests. These tests were performed using six different loading frequencies at each of the five selected temperatures. The results indicate that the accuracy of the modulus master curves can indeed be improved by combining the results from the UPPTs and the conventional dynamic modulus tests. The results also underline the importance of accounting for the temperature-dependent Poisson’s ratio of asphalt mixes when calculating the norm of complex modulus from P-wave ultrasonic measurements. Furthermore, to the traditional time-of-light analysis, the results show a strong correlation between the phase angle from conventional mechanical testing and the attenuation parameter from ultrasonic waves at different temperatures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aAmeen, Taher H.,$eauthor. =700 1\$aBaaj, Hassan,$eauthor. =700 1\$aCascante, Giovanni,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 2 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210239.html =LDR 03617nab a2200445 i 4500 =001 JTE20210310 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210310$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210310$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aThummaluru, Vikas Kumar Reddy,$eauthor. =245 10$aNovel Performance Evaluation Approach and Prediction of Layer Moduli for Bio-enzymatic Treated Layers Using Light Weight Deflectometer /$cVikas Kumar Reddy Thummaluru, Sunny Deol Guzzarlapudi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (24 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study aims to establish limiting layer moduli and develop correlations for predicting layer and stiffness moduli values based on the performance evaluation of bio-enzyme–treated flexible pavement sections. Nine bio-enzyme (TerraZyme-11X)–treated flexible pavements and two traditional test sections have been selected to compare and analyze the performance in terms of coefficient of variations (COVs). A series of in situ experimental investigations was performed on the selected test sections by using light weight deflectometer and other traditional tests to assess the functional and structural condition of the test sections. The pavement sections have been observed with low-medium severity structural failures and medium-high severity functional failures at few locations. The typical range of stiffness moduli value along with mean COV among all test sections for surface, bio-enzyme–treated subbase (T-2), and treated subgrade (T-1) layers are 153–598 MPa (32.2 %), 177–236 MPa (8 %), and 124–158 MPa (4.4 %). The back-calculated layer moduli (MR_back) of bio-enzyme–treated layers varies from 141 to 2,458 MPa for the T-2 layer and 91 to 476 MPa for the T-1+natural subgrade layer based on the surface layer deflections at 68 test locations. The results of mechanistic-empirical analysis depict that the typical range of limiting layer moduli (MRL) at different limiting percentile values for T-2 and T-1+natural subgrade layers among all the test sections are 200 to 1,991 MPa (87 to 100 %) and 97 to 225 MPa (98 to 100 %). The results of correlation analysis for predicting MR_back and stiffness moduli values depict fair to good correlation with a coefficient of correlation value of 0.778–0.965 and 0.872. Thus, this unique COV, MRL based performance evaluation, and developed correlations at a discrete and aggregate level may be considered robust and reliable to establish such commercial stabilizers. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aGuzzarlapudi, Sunny Deol,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 3 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210310.html =LDR 03617nab a2200445 i 4500 =001 JTE20210306 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210306$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210306$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aMignini, Chiara,$eauthor. =245 10$aOn the Densification of Cold Recycled Asphalt Mixtures /$cChiara Mignini, Amedeo Virgili, Andrea Graziani. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe mechanical behavior of cold recycled asphalt mixtures (CRAMs) is directly connected to their volumetric properties. Therefore, the objective of the present research was to investigate the effect of different composition factors on the densification of CRAMs. To this aim, a new empirical modeling approach for characterizing and comparing the densification of CRAMs using the gyratory compactor was proposed. The methodology was then applied to CRAMs produced using four gradations, two asphalt emulsions, two cements, various water contents, and several superplasticizer dosages. The densification curves were analyzed using three parameters representing the self-densification, the compactability, and the compaction energy. These parameters were linked using a mathematical model, which was represented using three interrelated pairwise relationships. The results showed that the grading distribution of the CRAMs was the main parameter controlling their densification behavior, whereas the water content and other composition factors played a minor role. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aVirgili, Amedeo,$eauthor. =700 1\$aGraziani, Andrea,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 2 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210306.html =LDR 03617nab a2200445 i 4500 =001 JTE20210201 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210201$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210201$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aGaudefroy, Vincent,$eauthor. =245 10$aOrganic Compounds Evaluation from Fumes Generated in Laboratory by Bio-recycled Asphalt Mixtures /$cVincent Gaudefroy, Davide Lo Presti, Laurent Porot, Simon Pouget, Jean-Pascal Planche, Chris Williams, Emmanuel Chailleux. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aUsing bio-binder and bio-additives as recycling agents for asphalt mixtures with high-content of reclaimed asphalt (RA) is proving to be feasible. It is still not clear whether this combination might provide new known hazardous emissions from airborne binder fumes. The health hazard related to airborne bitumen fume generation is primarily relevant for paving crews, whereas there is little opportunity for exposure for asphalt plant workers. In this study, measurements of gaseous organic compounds from airborne binder fumes of selected bio-asphalt mixtures have been measured during the laboratory mixing process by using a thermo-mixer equipped with a chimney at University Gustave Eiffel. Parameters studied are the binder nature, mix formula, and mixing temperatures. Results show that generally combining bio-based materials and RA is as safe as using conventional bitumen and RA; however, thanks to this approach, it was possible to identify a strong link between bituminous materials’ composition and their emission potential. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aPresti, Davide Lo,$eauthor. =700 1\$aPorot, Laurent,$eauthor. =700 1\$aPouget, Simon,$eauthor. =700 1\$aPlanche, Jean-Pascal,$eauthor. =700 1\$aWilliams, Chris,$eauthor. =700 1\$aChailleux, Emmanuel,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 2 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210201.html =LDR 03617nab a2200445 i 4500 =001 JTE20210092 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210092$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210092$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aZheng, Xiao,$eauthor. =245 10$aPerformance Evaluation of Abandoned Fly Ash Deposit Improved by Dynamic Compaction for Construction of Highway Embankment /$cXiao Zheng, Qian-Qing Zhang, Shu-jian Wang, Shi-qian Wu, Wei Cui. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn developing countries such as India and China, large amounts of unused fly ash were landfilled into ash deposit on uncultivated land. With an increase in traffic engineering, these ash ponds could probably be reclaimed to construct heavyweight engineering. This requires sufficient strength of foundation to ensure the safety of engineering located on the fly ash deposit. In this paper, a successful utilization of dynamic compaction on a fly ash pond is reported based on embankment engineering of a national highway. Field and lab tests of the ponded ash before and after the compaction are carried out, showing calibration of construction parameters and increased strength of the compacted ash. It has been found that the drop numbers should be determined mainly by the calculated total of penetrated settlement, though the increase in the penetrated settlement is less than 5 cm. The limited value of the bearing capacity of the post-compacted ash can be increased by about 300 %, which meets the design requirement of strength. Results also show that the improved thickness and bearing capacity at the side compaction locations are lower than those of the central position because of the boundary effect. Considering the slope stability of embankment under traffic loading, at least two main compaction locations should be set outside the boundary of the slope toe in the design process. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aZhang, Qian-Qing,$eauthor. =700 1\$aWang, Shu-jian,$eauthor. =700 1\$aWu, Shi-qian,$eauthor. =700 1\$aCui, Wei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 3 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210092.html =LDR 03617nab a2200445 i 4500 =001 JTE20210198 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210198$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210198$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aPreti, Francesco,$eauthor. =245 10$aPlasticity-Based Method for the Design and Analysis of Cold Recycled Pavement Layers /$cFrancesco Preti, Eshan V. Dave, Elena Romeo, Gabriele Tebaldi, Jo E. Sias. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAsphalt cold recycling technologies allow the use of up to 100 % reclaimed asphalt pavement (RAP) from an existing asphalt pavement to construct new base layers and new subbase layers. Bituminous stabilized materials (BSM), obtained from cold recycling technologies, are susceptible to traffic-induced accumulation of permanent deformation. In the current design methods, BSM pavement layers are typically assumed to have a linear elastic response under traffic loading application, and this does not account for plasticity initiation and accumulation in the material. This research study provides insight on how to integrate plasticity behavior in numerical simulations of rehabilitated pavement structures with BSM. A BSM mixture prepared with 1.5 % cement by weight of total mixture and 1.5 % foamed asphalt binder content by weight of dry aggregates is characterized in the laboratory. Subsequently, a three-dimensional elastic-perfectly plastic finite element model is developed for the simulation of triaxial shear strength tests. Lab measured force-displacement curves are matched with the numerical simulations at different confining pressures. The calibrated mechanical properties are then used as input parameters in multilayer pavement models for pavement evaluation. Different pavement structures with and without BSM layers are compared in terms of a maximum allowable number of loading repetitions before reaching a 20-mm rut depth on the surface of the pavement. The results indicate that structures with BSM and traditional granular base layers yield comparable results in terms of rutting potential. In addition, the study presents a framework for the design and analysis of cold recycled pavement layers and a method to integrate the plasticity behavior of partially-bonded and unbounded layers for pavement evaluation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aDave, Eshan V.,$eauthor. =700 1\$aRomeo, Elena,$eauthor. =700 1\$aTebaldi, Gabriele,$eauthor. =700 1\$aSias, Jo E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 2 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210198.html =LDR 03617nab a2200445 i 4500 =001 JTE20210106 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210106$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210106$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP883 =082 04$a620.135$223 =100 1\$aHoward, Isaac L.,$eauthor. =245 10$aPortland-Limestone Cement’s Implementation into Mississippi’s Concrete Market /$cIsaac L. Howard, Bradley Hansen, Taylor Wilson, V. Tim Cost. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn recent years, the use of ASTM C595 Type IL portland-limestone cement (PLC) has continued to gain momentum in the concrete industry. In the Southeast United States, PLC ground to fineness levels exceeding 500 m2/kg have demonstrated useful synergies with some fly ash sources. In 2014, the Mississippi Department of Transportation (MDOT) approved use of PLC and they have a specification that allows up to 35 % fly ash with PLC but only up to 25 % fly ash with ASTM C150 Type I ordinary portland cement (OPC). The primary objective of this paper is to assess the use of PLC in Mississippi in the context of MDOT’s new specification for both MDOT and non-MDOT projects. The authors documented several case study projects including residential-light commercial, highway barriers, slabs, a multistory hotel, and a wastewater facility with sulfate exposure conditions, in addition to evaluating data from several dozen laboratory-produced concrete mixes to make assessments. Class C and Class F fly ashes were considered, mostly at 20–35 % replacement rates. Overall, Type IL PLC was found to be a better cement for use in the marketplace for Mississippi than Type I OPC, and MDOT’s existing specifications were successfully vetted. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aPortland cement. =700 1\$aHansen, Bradley,$eauthor. =700 1\$aWilson, Taylor,$eauthor. =700 1\$aCost, V. Tim,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 2 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210106.html =LDR 03617nab a2200445 i 4500 =001 JTE20210209 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210209$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210209$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aPedraza, Alvaro,$eauthor. =245 10$aProperties at Low Temperatures of Asphalt Mixes Containing High Content of Multi-recycled RAP /$cAlvaro Pedraza, Herve Di Benedetto, Cédric Sauzéat, Simon Pouget. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe reuse of reclaimed asphalt pavement (RAP) in the production of new asphalt mixes is a valuable environmental approach. Likewise, new lower-temperature manufacturing processes (warm) of asphalt mixes have an impact in the reduced fuel consumption and gas emissions during production. In 2014, the French National Research Agency launched the French national project “Innovation for Materials and Processes for Improving the Multi-Recycling of Mixtures” (IMPROVMURE). The main objective of the IMPROVMURE project was to determine, over the life cycle of pavement materials, the impact of successive recycling at different rates and for different manufacturing techniques (hot and warm processes). To estimate the thermomechanical properties of multi-recycled asphalt mixes, a characterization of behavior by coupling the thermal and mechanical effects at low temperatures was carried out. This paper presents the thermal stress restrained specimen test (TSRST) results of six asphalt mix types, three hot asphalt mixes, and three half-warm asphalt mixes using a foamed binder. Some of these asphalt mixes were manufactured with a content up to 70 % RAP and 70 % multi-recycled RAP. TSRST were performed on cylindrical specimens at the University of Lyon/école nationale des travaux publics de l’état (ENTPE). The failure temperature (TF), failure stress (σF), and failure radial deformation (εrF) were evaluated to analyze and compare the behavior of mixes at low temperature. The influences of RAP content, recycling cycle, air void content, and manufacturing process were studied, and the air void content showed an effect inversely proportional to the failure stress. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aDi Benedetto, Herve,$eauthor. =700 1\$aSauzéat, Cédric,$eauthor. =700 1\$aPouget, Simon,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 2 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210209.html =LDR 03617nab a2200445 i 4500 =001 JTE20210457 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210457$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210457$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aLiang, Wanhua,$eauthor. =245 10$aRetained Austenite Transformation-Induced Residual Stress Change in Carburized 16MnCr5 Steel /$cWanhua Liang, James Pineault, F. Albrecht Conle, Timothy H. Topper. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCarburization, a heat treatment commonly used in industries to improve fatigue performance of components, usually results in untransformed austenite in a transformed matrix of martensite or other phases. The subsequent transformation of the retained austenite due to service loading is complex and can result in the alteration of beneficial residual stresses. The amount of retained austenite decomposed under a few axial loading cases was determined by measuring the retained austenite content before and after loading of through-carburized- and carburized case only (composite)–hardened 16MnCr5 steel samples. Separate case and core stress−strain curves and the retained austenite transformation in the case layer of the composite model were used to predict the stress−strain and the residual stress behavior of the composite samples with a simple compatibility model and a finite element model. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aPineault, James,$eauthor. =700 1\$aAlbrecht Conle, F.,$eauthor. =700 1\$aTopper, Timothy H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 3 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210457.html =LDR 03617nab a2200445 i 4500 =001 JTE20210218 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210218$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210218$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aWang, Jiayu,$eauthor. =245 10$aRheological Properties of Derivative Fractions Composed of Aromatics, Resins, and Asphaltenes /$cJiayu Wang, Feipeng Xiao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe chemical composition of the asphalt binder determines its rheological and mechanical properties. The objective of this study is to reveal the rheological properties of derivative fractions composed of aromatics, resins, and asphaltenes. First, asphalt binder (pen grade 60/80) was separated into four fractions, and then resins and asphaltenes were doped into aromatics at various contents to fabricate four derivative fractions named AR1, AR2, AAs1, and AAs2. The frequency-temperature sweep was conducted by a dynamic shear rheometer (30∼80°C, 0.01∼20 Hz, and 0.01 % shear strain). The test results showed that with the increase of resins or asphaltenes content, the complex shear modulus increased, the phase angle value reduced, and the glass transition temperature increased, indicating that an increase in polarity led to higher stiffness and elasticity. The separated and derivative fractions in this study have been proved as thermo-rheologically simple materials due to their smooth Black diagram curves and master curves. Saturates with simple aliphatic chains had a constant phase angle value regardless of temperature and frequency. Aromatics, resins, and derivative fractions had a similar Black diagram and master curve shape characterized by a plateau region in the phase angle values. Moreover, the reduced frequency at phase angle plateau shifted from high to low frequency when the asphaltenes content increased. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aXiao, Feipeng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 3 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210218.html =LDR 03617nab a2200445 i 4500 =001 JTE20210300 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210300$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210300$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aYumak, Nihal,$eauthor. =245 10$aRole of Duplex Aging Treatment on the Fatigue Crack Propagation Behavior of Ti-15V-3Al-3Sn-3Cr Metastable β Titanium Alloy /$cNihal Yumak, Kubilay Aslantaş. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this study, the fatigue crack propagation behavior of Ti-15V-3Al-3Sn-3Cr alloy, in which aging treatments were applied, was investigated under constant and variable amplitude loading. Single-step and duplex (pre-aging + second-step aging) aging have been conducted on the alloy at low and high temperatures. Duplex aging was applied with two different pre-aging treatment temperatures and times (24 hours at 250°C and 10 hours at 300°C). During single-step aging, the precipitation-free zones reduced with the aging temperature increase; thus, the crack propagation rate of high-temperature-aged samples was lower than the low-temperature-aged samples. In the duplex-aging-treated samples, the second-step aging temperature increase negatively influenced the alloy's fatigue crack propagation rate. However, the prolonged second-step aging time caused a decrease in crack propagation rate, especially at low temperatures. After the application of overload, the crack propagation rate of the solution-treated sample increased because of the formation of secondary cracks along the crack propagation direction. On the other hand, in the aged specimen, the microcracks that formed between the α/β phases after the overload caused the sample to be fractured. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aAslantaş, Kubilay,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 2 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210300.html =LDR 03617nab a2200445 i 4500 =001 JTE20210206 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210206$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210206$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aXu, Xiong,$eauthor. =245 10$aRubber–Bitumen Interaction of Plant-Blended Rubberized Bitumen Prepared under Various Blending Conditions /$cXiong Xu, Zhen Leng, Shifeng Wang, Jingting Lan, Rui Li, Zhifei Tan, Anand Sreeram. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aRubberized bitumen produced from waste tire rubber has been widely used as a sustainable paving material worldwide. However, different production conditions may lead to rubberized bitumens with different performances. This study aims to understand the mechanism of the physicochemical interaction between rubber particles and virgin bitumen of the rubberized bitumens prepared in the plant under various blending conditions. To achieve this objective, samples of the rubberized bitumens prepared in the plant under four conditions were first collected and then characterized through various laboratory tests. The infrared spectra and gel permeation chromatograph test results demonstrated that the main crosslinking structures of rubber remain stable and undamaged during the whole production period, although some chemical reactions—such as oxidation, decarboxylation, and devulcanization—occur. The storage stability test results implied that the plant-blended rubberized bitumen exhibits no obvious phase separation after storage at 163°C for 48 h and becomes more stable as the blending time prolongs. The rheological test results indicated that the rubber–bitumen interaction is mainly composed of early stage absorption and swelling of rubber particles, continuous emission of volatile bitumen components, and late-stage partial degradation of fully swollen rubber particles. The surface images of the rubberized bitumen confirmed that as the blending time increases, the surface of rubberized bitumen becomes smoother, as a result of the improved rubber–bitumen interaction. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aLeng, Zhen,$eauthor. =700 1\$aWang, Shifeng,$eauthor. =700 1\$aLan, Jingting,$eauthor. =700 1\$aLi, Rui,$eauthor. =700 1\$aTan, Zhifei,$eauthor. =700 1\$aSreeram, Anand,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 2 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210206.html =LDR 03617nab a2200445 i 4500 =001 JTE20210139 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210139$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210139$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP1180.P65 =082 04$a668.4234$223 =100 1\$aFaraz, Ahmed,$eauthor. =245 10$aStructural Performance of Fusion Weld Based on Weld Parameters and Strain Rate in High-Density Polyethylene /$cAhmed Faraz, Behzad Ahmed Zai, Salman Nisar, Asif Mansoor, Rashid Ali. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aUse of high-density polyethylene (HDPE) material has increased considerably in the last few decades to form long installation lengths of buried infrastructure such as water mains, sewers, and gas pipelines. These pipes are available in standard length sections and joined together to get customized length using fusion-welding techniques. The strength of welds highly depends on welding parameters such as temperature, heat, and soaking time. The structural performance also varies with respect to strain rate. In this paper, the strength of fusion-welded HDPE material is analyzed under different welding parameters and variable strain rates of welded and unwelded samples. An additional important aspect of the present research is to study the structural performance of fusion welds made between extruded HDPE pipes and injection molded HDPE fittings, i.e., elbows, Tee joints and closed-end cap connections. The strain-rate sensitivity index is measured with variable strain rates during tensile testing. The findings of this research can help in understanding and improving the structural performance of HDPE fusion-welded joints in various applications. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aPolyethylene. =650 \0$aPlastics. =700 1\$aZai, Behzad Ahmed,$eauthor. =700 1\$aNisar, Salman,$eauthor. =700 1\$aMansoor, Asif,$eauthor. =700 1\$aAli, Rashid,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 3 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210139.html =LDR 03617nab a2200445 i 4500 =001 JTE20210200 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210200$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210200$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aGaillard, Laura,$eauthor. =245 10$aStudy of the Influence of the Mastic Coating of Untreated Reclaimed Asphalt Pavement on the Permanent and Resilient Behavior /$cLaura Gaillard, Cyrille Chazallon, Pierre Hornych, Juan Carlos Quezada, Jean-Luc Geffard. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aReclaimed asphalt pavement (RAP) arises from the demolition of asphalt road layers. The Optimal Recycling of Reclaimed Asphalt Pavements Project concerns the cold recycling of 100 % RAP without binder addition in base and subbase layers of low-traffic roads. In this context, a test program was performed with Rhine region materials to evaluate the impact of the mastic coating of untreated RAP. A source of reclaimed asphalts with 4.4 % of bitumen is tested before (RAP) and after binder extraction (RAP-BE) and then is compared to an unbound granular material (UGM) with a similar particle-size distribution. Repeated load triaxial tests were conducted at several frequencies to study the permanent and resilient behaviors. The results show that the RAP before binder extraction and the UGM present similar permanent behaviors, while the aggregates without binder reveal low strains. Concerning the resilient phase, the RAP and the RAP-BE show similar levels of strains, but the resilient moduli of the UGM are significantly lower than those of the RAP. From the experimental results, the nonlinear elastic Boyce model was fitted and brings out a highly anisotropic mechanical behavior of the RAP. Finally, the RAP shows a frequency-sensitive viscous behavior because of the bitumen in the mastic, while the effect of the frequency is negligible for the RAP-BE. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aChazallon, Cyrille,$eauthor. =700 1\$aHornych, Pierre,$eauthor. =700 1\$aQuezada, Juan Carlos,$eauthor. =700 1\$aGeffard, Jean-Luc,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 2 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210200.html =LDR 03617nab a2200445 i 4500 =001 JTE20210270 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210270$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210270$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aDantas, M. A.,$eauthor. =245 10$aStudy of the Permeation to Ethylene Glycol in Flexible Tubular Adhesive Joints /$cM. A. Dantas, R. J. C. Carbas, E. A. S. Marques, D. Kushner, L. F. M. da Silva. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAdhesive joints are currently being used throughout various industrial sectors, ranging from large-scale structures to smaller technological application, allowing them to obtain significantly more compact designs in many situations. In the present work, a tubular metal-polymer adhesive joint is designed to work in contact with a liquid at high temperature while withstanding large torsional deflections. The effect of the geometry of the joint, mainly the overlap length, was studied by evaluating the permeation rate to ethylene glycol. Results show that this parameter has a major influence on the behavior of the joint in terms of permeation, with this effect being most noticeable when shorter overlaps are used. Thus, a relation between the overlap length and the permeation was experimentally determined in this work. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aCarbas, R. J. C.,$eauthor. =700 1\$aMarques, E. A. S.,$eauthor. =700 1\$aKushner, D.,$eauthor. =700 1\$ada Silva, L. F. M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 3 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210270.html =LDR 03617nab a2200445 i 4500 =001 JTE20210191 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210191$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210191$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aLiu, Lanzhou,$eauthor. =245 10$aStudy on the Creep-Fatigue Interaction Behavior of 1Cr11Ni2W2MoV Steel /$cLanzhou Liu, Yifei Gao, Tong Niu, Zhiwei Zhang, Yanjiang Wang, Xin Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn order to investigate the creep-fatigue interaction of 1Cr11Ni2W2MoV steel, strain-controlled low-cycle fatigue tests were performed at various strain ranges with fully reversible cycle of triangular waveform at 500°C. In addition, different hold times were introduced at the maximum tensile strain to investigate the impact of creep damage on fatigue life. Fracture surfaces and axial section were evaluated in terms of crack growth behavior and propagation path. The creep-fatigue life decreased with increasing hold time. It was observed that cyclic softening effect intensified with tensile holding. Crack initiation and growth behavior changed in relation to hold time that exceeded 60 s at a strain range of 1.2 %, which led to premature failure. Under the present test conditions, a good description of fatigue life was provided by the model based on inelastic strain energy density. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aGao, Yifei,$eauthor. =700 1\$aNiu, Tong,$eauthor. =700 1\$aZhang, Zhiwei,$eauthor. =700 1\$aWang, Yanjiang,$eauthor. =700 1\$aChen, Xin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 3 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210191.html =LDR 03617nab a2200445 i 4500 =001 JTE20210219 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210219$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210219$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aMahmood, Wael,$eauthor. =245 10$aTesting and Modeling the Gradually Applying Compressive Stress to Measuring the Strain of Self-Compacted Cement Paste Using Vipulanandan p-q Model /$cWael Mahmood, Ahmed Salih Mohammed, Panagiotis G. Asteris, Hawreen Ahmed. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study tested and quantified the stress-strain behavior, elastic modulus, and toughness of self-compacted cement paste. The characteristics of self-compacted flowable cement paste modified with two types of polymer up to 0.06 % (dry weight of cement) were investigated. Stress-strain behavior of modified cement with polymer was investigated for different curing times 1, 3, 7, and 28 days. Adding polymers improved the flowability of cement by 7 to 26 %, but it decreased the water/cement ratio (w/c) from 0.5 to 0.29, depending on the polymeric structure and its content. The nonlinear Vipulanandan p-q equation was tested to predict the stress-strain relationship of the modified cement with polymers and was compared with the β model. When 0.06 % polymers were added to cement, the compressive strength increased by 107 to 257 %. According to polymer types, curing age (t), w/c, and polymer content, the initial elastic modulus (E) of cement also increased by 23 to 240 % with additional polymers. Based on the statistical evaluation tools, the Vipulanandan p-q model predicted the stress-strain relationships better than β model. Linear and nonlinear relationships were used to predict the compressive strength, modulus of elasticity, and toughness of the cement paste as a function of w/c, curing time, and polymer contents. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aSalih Mohammed, Ahmed,$eauthor. =700 1\$aAsteris, Panagiotis G.,$eauthor. =700 1\$aAhmed, Hawreen,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 3 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210219.html =LDR 03617nab a2200445 i 4500 =001 JTE20210207 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210207$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210207$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aAurilio, Roberto M.,$eauthor. =245 14$aThe Effect of a Chemical Warm Mix Additive on the Self-Healing Capability of Bitumen /$cRoberto M. Aurilio, Mike Aurilio, Hassan Baaj. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWarm mix asphalt (WMA) technologies reduce the production temperature of hot mix asphalt allowing for mixing and paving at lower temperatures. As a result, the use of WMAs reduces emissions and allows for longer transport times. Because of the recent increase of chemical warm mix additives in industry, the effect of a chemical warm mix additive (cWMA) on the intrinsic self-healing ability of the bitumen was investigated. Bitumen specimens containing three concentrations of cWMA were evaluated at four aging levels (unaged, rolling thin film oven [RTFO]-163°C, RTFO-130°C, and RTFO+ pressure aging vessel [PAV] aged) using the simplified–linear amplitude sweep healing (SLASH) (linear amplitude sweep with a single rest period fatigue-healing) test. Results indicate that oxidative aging of bitumen is reduced with increasing cWMA concentration but may be more heavily influenced by the aging temperature. It was also observed that RTFO+PAV-aged bitumen samples demonstrate greater fatigue restoration ability compared to RTFO and unaged binders. Supplementary work using video-based analysis of dynamic shear rheometer samples revealed that issues may arise from the calibration of the cohesive failure damage level as described in the original LASH procedure because of significant changes in sample geometry observed during the amplitude sweeps for unaged and RTFO-aged material. These results demonstrate that LAS-based healing tests warrant further research to optimize loading and rest period parameters for a wider range of bituminous materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aAurilio, Mike,$eauthor. =700 1\$aBaaj, Hassan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 2 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210207.html =LDR 03617nab a2200445 i 4500 =001 JTE20210251 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210251$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210251$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aTarpoudi Baheri, F.,$eauthor. =245 14$aThe Effect of Additives on Water Vapor Condensation on Bituminous Surfaces /$cF. Tarpoudi Baheri, M. Rico Luengo, T. M. Schutzius, D. Poulikakos, L. D. Poulikakos. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWater condensation and freezing on asphalt roads can lead to slippery conditions, which are responsible for many winter accidents and have caused an overreliance on mostly environmentally damaging and pavement degrading deicing chemicals and salt, which requires active maintenance. Bitumen is a mechanically and chemically complex material mainly consisting of various hydrocarbon-based chemicals groups. Additionally, bitumen makes up approximately 5 wt.% of the asphalt concrete mixture because of its binder role and coating function of the aggregates, can control the bulk mechanical properties and surface properties of the asphalt mixture. Condensation as the first step and later freezing phenomena are investigated in this study and from ambient humidity toward understanding the fundamentals of icing on bituminous surfaces. Condensation experimental results show selective wettability of chemically and mechanically district bitumen surface domains. The effect of different bitumen modifiers of polyethylene terephthalate, polyamide (PA 66), polyacrylonitrile, and Sasobit wax at 1 wt.% were studied on condensation freezing and bitumen water affinity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aRico Luengo, M.,$eauthor. =700 1\$aSchutzius, T. M.,$eauthor. =700 1\$aPoulikakos, D.,$eauthor. =700 1\$aPoulikakos, L. D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 2 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210251.html =LDR 03617nab a2200445 i 4500 =001 JTE20210155 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210155$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210155$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aFerreira, W. L. G.,$eauthor. =245 14$aThe Impact of the RAP Cluster Dissociation on Gradation and Shape Properties of Aggregates from Recycled Asphalt Mixtures /$cW. L. G. Ferreira, V. T. F. Castelo Branco, K. Vasconcelos, A. Bhasin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe presence of clusters in reclaimed asphalt pavement (RAP) is a critical point that affects the RAP homogeneity. In this phenomenon, different RAP particles are working together as a single aggregate. The cluster dissociation occurs during hot asphalt mixture production and compaction in the field. This research is concerned with the impact of the cluster disintegration on the recycled asphalt mixture aggregate properties. Stages of binder extraction were performed in six RAP materials to partially activate the RAP binder and create different levels of cluster dissociation from 0 to 100 %. Then, the gradation curve and the aggregate shape properties were obtained for each level. Using a gradation curve (without RAP) as a reference, a hypothetical recycled asphalt mixture was created with different RAP percentages to investigate the impact of cluster dissociation on the aggregate properties of the recycled mixture. The results indicate that the RAP aggregate properties are significantly affected by the cluster dissociation. Besides, there was a significant impact on the partial cluster dissociation, because of RAP-binder activation, on the gradation curve and aggregate shape of the recycled mixture, mainly when the level of RAP-binder activated is between 40 and 70 %. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aCastelo Branco, V. T. F.,$eauthor. =700 1\$aVasconcelos, K.,$eauthor. =700 1\$aBhasin, A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 2 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210155.html =LDR 03617nab a2200445 i 4500 =001 JTE20210673 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210673$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210673$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aHuang, Weitao,$eauthor. =245 14$aThe Influence of Different B 2 O 3 Dosage on the Rheological Properties and Mechanical Properties of Geopolymer Cement Mortar /$cWeitao Huang, Guoxue Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article investigates the influence of B2O3 dosage on the rheological properties and mechanical properties of geopolymer cement mortar. The results showed that B2O3 slightly reduced the fluidity of geopolymer cement mortar, whereas the yield stress and plastic viscosity of geopolymer cement mortar increased with the increase of B2O3 dosage, besides the thixotropy of geopolymer cement mortar also increased. Moreover, the appropriate amount of B2O3 was found to improve the mechanical properties of the 3, 7 days geopolymer cement mortar. Compared to the specimen without B2O3, with 1 wt. % B2O3 geopolymer cement mortar, the 3, 7 days flexural strengths were increased by 18.15 % and 15.03 %, the 3, 7 days compressive strength were increased by 4.95 % and 11.28 %, respectively. Furthermore, infrared spectrum analysis indicated that the formation and propagation of the amorphous aluminosilicate gel phase were improved, which can explain the improvement in the mechanical strength with the incorporation of B2O3. Hence, it is found that the incorporation of B2O3 particles can enhance the rheological properties and mechanical properties of geopolymer cement mortar. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aZhang, Guoxue,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 3 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210673.html =LDR 03617nab a2200445 i 4500 =001 JTE20210736 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210736$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210736$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aLeshner, Michael D.,$eauthor. =245 10$aThermal Rebreathing Model for Evaluation of Infant Bedding Materials /$cMichael D. Leshner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCarbon dioxide (CO2) rebreathing is a recognized hazard, particularly for infants. A new thermal rebreathing method and apparatus have been developed for measuring and comparing the degree to which various soft bedding materials perform with respect to this hazard. The new methodology simplifies the evaluation process and uses less costly equipment than the incumbent expensive and complex CO2 rebreathing model. Using warm air as a proxy for CO2, it relies on a highly sensitive differential thermometer to measure air temperature differences that correlate to the level of rebreathing. The apparatus is portable and requires neither the use of a gas analyzer nor a source of CO2. Test results comparing the two methods show strong correlation validating the new thermal concept. The availability of a simple CO2 rebreathing method and apparatus will promote quantitative evaluation of this hazard among a wider group of users, including infant product developers and manufacturers. Additional studies are suggested to further develop the thermal rebreathing model. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 3 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210736.html =LDR 03617nab a2200445 i 4500 =001 JTE20210224 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210224$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210224$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aGökçe, Murat,$eauthor. =245 10$aUltra-Low Density Foam Concrete Production Using Electrolyzed Water /$cMurat Gökçe, Kenan Toklu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWith the development of foam concrete production technology, its usage area is increasing day by day. In this study, foam concrete was produced by using electrolyzed water to solve the problem of setting and low early-age strength, especially in low-density foam concrete production. According to obtained results, with the use of electrolyzed water technology in the production of foam concrete, the thermal conductivity coefficient decreased and the strength at early ages increased. Thus, foam concrete production will be made more rapidly. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aToklu, Kenan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 2 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210224.html =LDR 03617nab a2200445 i 4500 =001 JTE20210013 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210013$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210013$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aConceição, Késsia da Silva,$eauthor. =245 10$aUse of Ultra-High-Performance Concrete to Produce Standard Coarse Aggregates /$cKéssia da Silva Conceição, Paulo César de Almeida Maia, Guilherme Chagas Cordeiro. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe present study proposes to develop and use an ultra-high-performance concrete (UHPC) to produce standardized coarse aggregates. To that end, production protocols were established to control particle size distribution, shape, porosity, and compressive strength aimed at railway ballast as an application example. The artificial aggregate was produced to mimic the characteristics of a natural aggregate of gneiss used as ballast in Brazil. The characterization results showed that the artificial aggregate exhibited similar characteristics to those of gneiss, especially density, compressive strength, micro-deval abrasion loss, and resilient modulus, which are important for the application adopted. Moreover, the UHPC aggregate behaved better than gneiss after wetting-drying cycles in weather-resistance tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aMaia, Paulo César de Almeida,$eauthor. =700 1\$aCordeiro, Guilherme Chagas,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 2 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210013.html =LDR 03617nab a2200445 i 4500 =001 JTE20210277 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210277$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210277$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aKomaragiri, Satyavati,$eauthor. =245 10$aUsing the Dynamic Shear Rheometer for Low-Temperature Grading of Asphalt Binders /$cSatyavati Komaragiri, Angelo Filonzi, Ahmad Masad, Darren Hazlett, Enad Mahmoud, Amit Bhasin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe Superpave Performance Grading (PG) framework or a variation of this framework is often used as a purchase specification in the United States and as a tool to evaluate the expected performance of modified and unmodified asphalt binders in many countries around the world. A cornerstone of the PG framework is the low-temperature grade of the asphalt binder that is assessed using a bending beam rheometer (BBR) using maximum stiffness and a minimum rate of deformation as criteria. Several previous studies from other researchers have demonstrated the feasibility of using the dynamic shear rheometer (DSR) with a 4-mm parallel plate geometry to measure the rheological properties of asphalt binders at low temperatures. This article builds on these studies to evaluate the feasibility of using a DSR to replace the use of a BBR for low-temperature grading of the asphalt binder using two different approaches. The first approach was to measure complex shear modulus of different asphalt binders using the DSR, convert these measurements to BBR equivalent stiffness and m-value using principles of linear viscoelasticity, and compare the two pairs of parameters from each method. The second approach was to use the complex shear modulus and phase angle measured using the DSR in lieu of using the stiffness and m-value measured using the BBR. Although the results from both methods show feasibility of using the 4-mm plate with the DSR to estimate low-temperature properties, the second approach of measuring and using the DSR-based complex shear moduli and phase angle is a more viable alternative for routine use. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aFilonzi, Angelo,$eauthor. =700 1\$aMasad, Ahmad,$eauthor. =700 1\$aHazlett, Darren,$eauthor. =700 1\$aMahmoud, Enad,$eauthor. =700 1\$aBhasin, Amit,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 3 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210277.html =LDR 03617nab a2200445 i 4500 =001 JTE20210293 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210293$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210293$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =100 1\$aBöröcz, Péter,$eauthor. =245 10$aVertical Random Vibration Test Spectrum to Simulate Forklift Handling Environment /$cPéter Böröcz, Laszlo Horvath, Yu Yang Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAnalyzing and measuring the vibration environment during distribution is fundamental to understanding and simulating the ability of a packaged-product system to avoid any damages from transportation hazards. During distribution, various vehicles, including forklifts, are used to perform shipping and handling tasks such as loading, unloading, and warehouse organizing processes. The aim of this paper was to provide an understanding of the average vibration levels that occur during handling so they can be used in pre-shipment testing. Various forklifts were observed, measured, and analyzed to obtain information about their average vibration levels while performing recommended tests. The measured acceleration-time data were analyzed in terms of power spectral densities (PSD) and presented with statistical data that provided an understanding of the variability of intensity. The PSD peaks were between approximately 2.5 and 5 Hz, and then they decreased to 120 Hz. The number of instances over 120 Hz was extremely low. The final recommended vibration test spectrum was determined to be in the frequency range of 1–120 Hz and the data were smoothed between six breakpoints. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed April 30, 2022. =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =700 1\$aHorvath, Laszlo,$eauthor. =700 1\$aHuang, Yu Yang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 2 Special Issue on RILEM International Symposium on Bituminous Materials.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210293.html =LDR 03678nas a2200865 i 4500 =001 JTE502 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 50, Issue 2 (March 2022) (viewed April 30, 2022). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttps://www.astm.org/journals/volume/listing/coden/JTEVAB/issue/2/volume/50/online-issue-date/2022-03-01+00%3A00%3A00 =LDR 03678nas a2200865 i 4500 =001 JTE503 =003 IN-ChSCO =005 20220430061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 50, Issue 3 (May 2022) (viewed April 30, 2022). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttps://www.astm.org/journals/volume/listing/coden/JTEVAB/issue/3/volume/50/online-issue-date/2022-05-01+00%3A00%3A00 =LDR 03678nas a2200865 i 4500 =001 JTE504 =003 IN-ChSCO =005 20220729061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220729c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 50, Issue 4 (July 2022) (viewed July 29, 2022). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttps://www.astm.org/journals/volume/listing/coden/JTEVAB/issue/4/volume/50/online-issue-date/2022-07-01+00%3A00%3A00/ =LDR 03617nab a2200445 i 4500 =001 JTE20210297 =003 IN-ChSCO =005 20220729061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210297$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210297$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT1 =082 04$a530.8$223 =100 1\$aYongchun, Cheng,$eauthor. =245 10$aEvaluation of the Properties of Cement Mortar Used in Prefabricated Road Base as Caulking Material /$cCheng Yongchun, Wang Haitao, Zhang Yuwei, Li Liding, Bai Yunshuo, Sun Xun, Xu Zhishu, Liang Jiaxiang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aFor economical and convenient construction of road pavement, the prefabricated road base is used in pavement engineering as a new construction technique. The same as the other prefabricated structure, the joints of prefabricated road base blocks need a caulking material to fulfill and connect, and cement mortar is selected because of its superb properties in mechanics and workability. Aimed to evaluate the cement mortar with different additives, such as redispersion emulsoid powder and defoamer to meet the needs of prefabricated road base, three experimental groups of cement mortar are compared with the control group through mechanical properties tests, durability tests, and fatigue tests in this paper. By analyzing the results of these laboratory experimental tests, it can be found that the addition of redispersion emulsoid powder in the cement mortar can improve the deformability and the ability of frost resistance, and the addition of defoamer can improve the mechanical properties but decrease the frost resistance. And the cement mortar with redispersion emulsoid powder and defoamer obtains an excellent fatigue performance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed July 29, 2022. =650 \0$aPortland cement. =650 \0$aCement$xTesting. =700 1\$aHaitao, Wang,$eauthor. =700 1\$aYuwei, Zhang,$eauthor. =700 1\$aLiding, Li,$eauthor. =700 1\$aYunshuo, Bai,$eauthor. =700 1\$aXun, Sun,$eauthor. =700 1\$aZhishu, Xu,$eauthor. =700 1\$aJiaxiang, Liang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 4 (July 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210297.html =LDR 03617nab a2200445 i 4500 =001 JTE20210215 =003 IN-ChSCO =005 20220729061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210215$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210215$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.85$223 =100 1\$aWang, Lan,$eauthor. =245 10$aEffect of Thermal-Oxygen Aging on Temperature Stability of Styrene-Butadiene-Styrene–Modified Asphalt /$cLan Wang, Zhihua Xue, Le Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn order to explore the effect of aging on the temperature stability of styrene-butadiene-styrene (SBS)-modified asphalt, matrix asphalt and SBS-modified asphalt were used as the control to conduct short-term aging and long-term aging. Three indexes of asphalt with different aging degrees were tested to analyze the change rule of each index. The specific heat capacity and phase transition temperature of SBS-modified asphalt before and after aging were studied by differential scanning calorimetry (DSC). At last, the mechanism was studied by attenuated total reflection Fourier infrared spectroscopy. The results show that the penetration and ductility of matrix asphalt and SBS-modified asphalt decrease with the deepening of aging. The difference is that the softening point of matrix asphalt shows an increasing trend, whereas the softening point of SBS-modified asphalt shows a changing rule of first decreasing and then rising. The addition of SBS modifier can increase the specific heat capacity of asphalt and change the viscosity-flow conversion temperature. The degradation of SBS modifier leads to the decrease of the specific heat capacity after long-term aging, whereas the viscosity-flow conversion temperature decreases first and then rises, which is consistent with the change law of softening point. As a special block copolymer, the specific heat capacity of SBS modifier is determined by the polymer butadiene with lower glass transition temperature, whereas the softening point changes with the polymer styrene with higher glass transition temperature, which is consistent with the change rule of functional group index, softening point, and specific heat capacity of SBS-modified asphalt before and after aging. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed July 29, 2022. =650 \0$aAsphalt$xAdditives. =650 \0$aAsphalt$xTesting. =700 1\$aXue, Zhihua,$eauthor. =700 1\$aZhang, Le,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 4 (July 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210215.html =LDR 03617nab a2200445 i 4500 =001 JTE20210223 =003 IN-ChSCO =005 20220729061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210223$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210223$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.G44 =082 04$a625.85$223 =100 1\$aZhang, Junhui,$eauthor. =245 10$aReinforcement Effect Investigation of Geogrids in the Junction between New and Existing Subgrades in Highway Widening /$cJunhui Zhang, Xiangping Li, Le Ding, Yachong Xiao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTo investigate the reinforcement effect of geogrids with different laying schemes in subgrade widening, one tested road was selected in northern China, and the subgrade deformation and the geogrid strains were analyzed by field testing, the centrifuge model test, and numerical calculation. It was revealed that the geogrid strain of the construction period was mainly derived from the roller’s compaction. The addition of the geogrid is helpful to prevent shear sliding of the new subgrade. In the centrifugal model test and numerical calculation, the geogrid reinforcement was proved to be effective in reducing the settlement of the new subgrade, but little effect to the existing one. Strain of the lower geogrid layer was generally larger, and the connection line of maximum strain points in each layer is close to the shear-sliding location of the new subgrade. The reinforcement effect of different geogrid layers changed noticeably, and the bottom one played a major role in withstanding the tensile stress. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed July 29, 2022. =650 \0$aGeosynthetics. =650 \0$aRoads$xDesign and construction. =650 \0$aPavements. =700 1\$aLi, Xiangping,$eauthor. =700 1\$aDing, Le,$eauthor. =700 1\$aXiao, Yachong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 4 (July 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210223.html =LDR 03617nab a2200445 i 4500 =001 JTE20210266 =003 IN-ChSCO =005 20220729061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210266$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210266$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.85$223 =100 1\$aMiao, Yinghao,$eauthor. =245 12$aA Laboratory Investigation into the Polishing Behavior of Stone Matrix Asphalt with Different Lithology Types of Coarse Aggregates /$cYinghao Miao, Sudi Wang, Fengyan Sun, Jun Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSkid resistance durability is an important aspect of pavement durability. A full understanding of pavement polishing behavior is helpful to make improvement in material design to obtain better skid resistance durability. In this paper, the polishing behavior of stone matrix asphalt (SMA) with basalt, red sandstone, and limestone coarse aggregate, respectively, was investigated by a series of laboratory polishing tests. A British pendulum tester, a handheld three-dimensional (3D) laser scanner, and an interference principle based 3D optical microscope were employed to acquire the British pendulum number, 3D macrotexture, and 3D microtexture data, respectively. The test results show that the coarse aggregate lithology has significant influence on the wear behavior of macrotexture. No statistically significant microtexture degradation was recognized in the polishing tests for all the SMA mixtures with different lithology types of coarse aggregates. The skid resistance significantly changes due to polishing, and the skid resistance capability and degradation behavior are closely related to the coarse aggregate lithology. The selection of coarse aggregate lithology is important in SMA mixture design for achieving high polishing resistance. Among the three lithology types of coarse aggregates considered in this study, the basalt coarse aggregate can bring the best polishing resistance, followed by the red sandstone, which can bring similar performance to the basalt can do. The polishing resistance brought by limestone coarse aggregate is relatively low. The findings and conclusions enhance the understanding of the polishing behavior of SMA, which is helpful to improve the skid resistance of asphalt pavement in practice. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed July 29, 2022. =650 \0$aAsphalt rock. =650 \0$aPavements, Asphalt$xMaterials. =650 \0$aPavements, Asphalt$xTesting. =650 \0$aAsphalt$xAdditives. =700 1\$aWang, Sudi,$eauthor. =700 1\$aSun, Fengyan,$eauthor. =700 1\$aYang, Jun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 4 (July 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210266.html =LDR 03617nab a2200445 i 4500 =001 JTE20210427 =003 IN-ChSCO =005 20220729061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210427$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210427$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.85$223 =100 1\$aLi, Bo,$eauthor. =245 10$aDiffusion Characteristics and Mechanism of Waste Cooking Oil Rejuvenator in Ultraviolet Aged Asphalt Using Multi-Scale Evaluation Method /$cBo Li, Ke Qiu, Zhiwei Li, Xiaolan Li, Yongning Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aOne of the challenges of using the regenerator in reclaimed asphalt pavement (RAP) is estimating the blending degree between the RAP and the regenerator. The extent of this blending is crucial because the road performance of the recycled asphalt mixture will be improved with the increase of diffusion degree. To this end, this study focuses on the diffusion and fusion phenomena between waste cooking oil (WCO) rejuvenator and ultraviolet (UV) aged asphalt. First, the improved softening point test was used to characterize the macroscopic diffusion and fusion law between the UV aged asphalt and the regenerator. Then, the Fourier Transform Infrared test and molecular dynamics (MD) simulation were conducted to obtain the microscopic mechanism of diffusion. Finally, the correlations between the macro experiment and the MD simulation and between the micro experiment and the MD simulation were established. The results show that, with the increase of diffusion time, the softening point of recycled asphalt decreases. In addition, the corrected peak areas of methylene (CH2) antisymmetric stretching decreases, whereas the corrected peak area of saturated fatty acid ester C = O and aromatic acid ester C-O increase. The mean squared displacement shows an upward trend, and the diffusion coefficient decreases. Besides, the increase of the diffusion temperature could enhance the diffusion coefficient. There was a preferential relation between the macro tests and simulations and between micro tests and simulations. The results from this research indicate MD can simulate the diffusion between the WCO rejuvenator and UV aged asphalt. The findings in this work provide a possible guideline for the evaluation of the performance of the recycled asphalt that might improve the way this recycled asphalt is used. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed July 29, 2022. =650 \0$aPavements. =700 1\$aQiu, Ke,$eauthor. =700 1\$aLi, Zhiwei,$eauthor. =700 1\$aLi, Xiaolan,$eauthor. =700 1\$aWang, Yongning,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 4 (July 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210427.html =LDR 03617nab a2200445 i 4500 =001 JTE20210416 =003 IN-ChSCO =005 20220729061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210416$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210416$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTG325.6 =082 04$a624.283$223 =100 1\$aXin, Su,$eauthor. =245 10$aDynamic Response of Deck Pavement of Continuous Box Girder Bridge with Variable Section Corrugated Steel Webs under Moving Loads /$cSu Xin, Si Chundi, Fan Taotao, Gao Xinzhen, Zhu Yuefeng, Li Song. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTo analyze the dynamic response of the deck pavement of continuous box girder bridge with variable section corrugated steel webs (CBB) under moving loads, a three-dimensional (3D) finite element model of three-span CBB superstructure was established using the finite element software ABAQUS. The validity of the 3D finite element model was verified by the field static load test data. Five vehicle speeds (40 km/h, 60 km/h, 80 km/h, 100 km/h, and 120 km/h), four types of axle loads (5 kN, 25 kN, 30 kN, and 40 kN), and three kinds of load positions were selected. The dynamic responses of the CBB deck pavement, displacement, stress, acceleration, and impact coefficient were calculated. The results showed that under the action of moving loads, the maximum values of vertical displacement and vertical stress appeared on the top surface of deck pavement. The longitudinal shear stress of deck pavement of CBB increased with the increase of pavement depth, and it reached the maximum value at the top of concrete pavement. With the increase of vehicle speed, the impact coefficient, vertical displacement, and transverse stress of the top surface of deck pavement gradually decreased, which indicated that the stress of deck pavement was significantly impacted by the vehicle speed and axle load, while its vertical displacement was less influenced. Under the eccentric load, the large transverse torsion would be produced in the CBB and the more the load deviates from the centerline of the cross section of the CBB, the greater the vibration amplitude of the vertical acceleration generated by the mid-span node on the surface of the deck pavement. Therefore, the low vehicle speed and eccentric load had a great impact on the structural safety response of deck pavement. In practical engineering, it is necessary to avoid vehicles driving at low speeds on one side of the bridge. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed July 29, 2022. =650 \0$aPolymer-impregnated concrete. =650 \0$aFiber-reinforced concrete. =700 1\$aChundi, Si,$eauthor. =700 1\$aTaotao, Fan,$eauthor. =700 1\$aXinzhen, Gao,$eauthor. =700 1\$aYuefeng, Zhu,$eauthor. =700 1\$aSong, Li,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 4 (July 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210416.html =LDR 03617nab a2200445 i 4500 =001 JTE20210426 =003 IN-ChSCO =005 20220729061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2021\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210426$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210426$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.P58 =082 04$a666.893$223 =100 1\$aXu, Shifa,$eauthor. =245 10$aLaboratory Investigation on Traffic Opening Timing of Polyether Polyurethane Concrete /$cShifa Xu, Meng Xu, Cong Fang, Hongzhe Liu, Xiaoyu Ren, Bingye Han. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2021. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPolyether polyurethane concrete (PPC) is a new type of cold-mixed and cold-paved material, and its strength increases with the curing time. Although its final mechanical strength was relatively high, traffic can only be opened after reaching a certain strength during the curing period. In this study, indirect tensile strength was selected as the evaluation indicator to determine the traffic opening timing. Four mixture performance tests, including the rutting test, moisture susceptibility test, low-temperature bending test, and fatigue cracking test, were conducted on PPC specimens with different indirect tensile strengths to determine the optimal traffic opening timing for PPC. Then, this proposed traffic opening timing model was verified based on an accelerated pavement testing. The test results show that the indirect tensile strength of 2.1 MPa was considered as the minimum traffic opening strength. When the indirect tensile strength of PPC was larger than 2.1 MPa, the performance of PPC could meet all the specified requirements of the mixture, and the impact of opening traffic on the final strength and fatigue life of PPC at this moment was less than 4 % and 5 %, respectively. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed July 29, 2022. =650 \0$aPolymer-impregnated concrete. =700 1\$aXu, Meng,$eauthor. =700 1\$aFang, Cong,$eauthor. =700 1\$aLiu, Hongzhe,$eauthor. =700 1\$aRen, Xiaoyu,$eauthor. =700 1\$aHan, Bingye,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 4 (July 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210426.html =LDR 03617nab a2200445 i 4500 =001 JTE20210520 =003 IN-ChSCO =005 20220729061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210520$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210520$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE250 =082 04$a625.8$223 =100 1\$aJi, Jie,$eauthor. =245 10$aPrecise Characterization of Macro-texture and Its Correlation with Anti-skidding Performance of Pavement /$cJie Ji, Tianhao Jiang, Wanyan Ren, Yuanshuai Dong, Yun Hou, Haimeng Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn order to precisely characterize the anti-skidding performance with pavement macro-texture, the three-dimensional (3D) coordinate of pavement surface was obtained by using 3D laser scanning before reconstructing a high-precision digital model of pavement. The dynamic friction tester was employed to measure the anti-skidding performance of pavement. Meanwhile, the correlation between macro-texture and anti-skidding performance was investigated by means of the Pearson correlation coefficient method. Firstly, six road sections with different grades and mixture types were selected for testing dynamic friction coefficient and drilling core samples. Secondly, the core samples were scanned by the 3D laser scanning system, and the 3D model of pavement surface was reconstructed. Then, the macro-texture indexes were calculated, and the coefficient of variation method was used to judge the credibility of the test results of different texture indicators. Finally, the correlation between the macro-texture and the anti-skidding performance of pavement was analyzed. Demonstrated by the test results, the skid resistance of ultra-thin wearing course appears to be superior to that of asphalt concrete. Increasing the coarse aggregate content and using high-quality asphalt are effective ways to improve the pavement anti-skidding performance. Macro-texture indexes including arithmetic mean value (Ra), standard deviation (Rq), and range (Rz) show relatively small variation under the same test condition. Having strong correlation with each other, these three indexes belong to the same type. In the meantime, they can also differentiate among different mixture types and service time. Their decent correlation with pavement skid resistance keeps stable with service time, indicating that they can be used to characterize anti-skidding performance of pavement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed July 29, 2022. =650 \0$aPavements$xDesign and construction. =700 1\$aJiang, Tianhao,$eauthor. =700 1\$aRen, Wanyan,$eauthor. =700 1\$aDong, Yuanshuai,$eauthor. =700 1\$aHou, Yun,$eauthor. =700 1\$aLi, Haimeng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 4 (July 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210520.html =LDR 03617nab a2200445 i 4500 =001 JTE20210423 =003 IN-ChSCO =005 20220729061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210423$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210423$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE599.2 =082 04$a551.307$223 =100 1\$aYao, Aijun,$eauthor. =245 10$aMountain-Expressway Slope Safety Based on the Online Monitoring System and Fuzzy Comprehensive Evaluation /$cAijun Yao, Yifei Gong, Yanlin Li, Tian Tian, Chengshun Xu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aMountainous highway slopes are characterized by their point-like distribution, large number, relatively small scale, and susceptibility to human activities and environmental changes. Overall monitoring and assessment of slopes are necessary to detect hazards in a timely manner and prepare disaster prevention measures in advance. There is a lack of integration and utilization of monitoring data, and the slope safety evaluation system is not mature. In response to these problems, this study uses real-time monitoring data of highway slopes as the research object. Real-time monitoring data of multisource monitoring indicators are used to evaluate and provide early warning on the degree of safety of the highway slopes. The main research includes the following: (1) Construction of an online monitoring system for highway slopes. This study analyzes the sensitivity of the slope’s influencing factors and the deformation characteristics of slopes along mountainous highway slopes. The application principles of monitoring indicators, points, and monitoring networks are created. (2) Highway slope stability evaluation hierarchical models are generated from monitoring the index layer to the judgment criterion layer based on multisource monitoring indexes. According to the analytic hierarchy process–fuzzy comprehensive evaluation methods, the real-time stability level of the slopes is determined on the basis of the stability assessment data set. (3) A real-time evaluation model was applied to the stability evaluation of slopes. The established model is suitable for stability evaluation and security classification of highway slopes in mountain areas. From the evaluation results, heavy rainfall is the main reason for the safety level reduction of slopes in mountain areas. According to monitoring items, the system can evaluate the safety level of slopes and monitor the subsidence of mountain highway subgrades and geological disasters, such as landslides and collapses, along mountain highways in real time. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed July 29, 2022. =650 \0$aSlopes (Soil mechanics)$xStability. =700 1\$aGong, Yifei,$eauthor. =700 1\$aLi, Yanlin,$eauthor. =700 1\$aTian, Tian,$eauthor. =700 1\$aXu, Chengshun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 4 (July 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210423.html =LDR 03617nab a2200445 i 4500 =001 JTE20210424 =003 IN-ChSCO =005 20220729061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210424$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210424$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.85$223 =100 1\$aHu, Changbin,$eauthor. =245 10$aEvaluation of Loss Factor of Styrene-Butadiene-Styrene Modified Asphalt under Wide Temperature Range and Aging /$cChangbin Hu, Miao Lin, Wentao Qu, Said M. Easa, Zhenliang Jiang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe damping property of asphalt is essential in reducing pavement vibration and noise. This study mainly presents the damping property of the styrene-butadiene-styrene (SBS) modified asphalt under a wide temperature range and aging. The materials used 11 total combinations of the base asphalt, three modifiers (SBS, crumb rubber [CR], and polythene), and three additives (hydrotalcite, crosslinker, and plasticizer). The loss factor (LF) was first measured by the dynamic shear rheometer. Then, the four parameters, namely glass transition temperature (Tg), the maximum loss factor (LFmax), effective temperature range of damping (ΔT0.7), and area under the loss factor curve (TA), were used to evaluate the damping characteristics of asphalt at a wide temperature range. Based on this, the damping property of the base, SBS, and CR of aged asphalt is analyzed. The results show that in the medium- and high-temperature regions, the crosslinker and plasticizer can effectively improve the temperature sensitivity of SBS modified (SM) asphalt and the damping property. Adding plasticizer and crosslinker at the same time improves the damping property of asphalt most significantly. In the middle-low temperature region, both the SM asphalt and CR modified asphalt have a poor damping property, and the crosslinker and plasticizer have no apparent effect on the improvement of SM asphalt. The damping property of SM asphalt decreases more slowly than that of base asphalt after aging, and it still has a good damping property. The outlined research results show that SM asphalt has a good damping capacity of pavement at medium- and high-temperature ranges and after aging, which can assist in developing a sustainable solution to extend the service life of pavement without increasing the thickness of pavement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed July 29, 2022. =650 \0$aAsphalt$xAdditives. =650 \0$aAsphalt$xTesting. =700 1\$aLin, Miao,$eauthor. =700 1\$aQu, Wentao,$eauthor. =700 1\$aEasa, Said M.,$eauthor. =700 1\$aJiang, Zhenliang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 4 (July 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210424.html =LDR 03617nab a2200445 i 4500 =001 JTE20210431 =003 IN-ChSCO =005 20220729061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210431$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210431$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.85$223 =100 1\$aKou, Changjiang,$eauthor. =245 10$aPerformance Evaluation of Hot Mix Asphalt Reinforced by Basalt Fibers with Various Diameters /$cChangjiang Kou, Xing Wu, Aihong Kang, Peng Xiao, Zhengguang Wu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis paper presents the experimental results to investigate the potential effect of fiber diameters on the performance of hot mix asphalt reinforced by basalt fibers (BFs). BFs with different diameters—7, 13, and 25 μm—were mixed into stone mastic asphalt in a dry process to prepare specimens of BF-reinforced hot mix asphalt. Several tests, such as the uniaxial penetration test, low-temperature beam bending test, immersed Marshall test, and semicircular bending (SCB) test were conducted to evaluate the performances of the specimens. Simultaneously with the SCB test, the digital image correlation (DIC) method was adopted to capture the images and further analyze the crack propagation process of the SCB specimens. According to the findings, the optimal asphalt contents became high with smaller fiber diameters. The 7-μm BFs enhanced the performances of BF-reinforced hot mix asphalt well. The crack propagation rate (v) obtained from the DIC method proved that BFs could well defer the propagation of the cracks. The slippage theory further explicated the strengthening mechanism of the BF-reinforced asphalt mixture. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed July 29, 2022. =650 \0$aPavements, Asphalt$xDesign and construction. =650 \0$aAsphalt$xAdditives. =650 \0$aAsphalt concrete$xMixing. =700 1\$aWu, Xing,$eauthor. =700 1\$aKang, Aihong,$eauthor. =700 1\$aXiao, Peng,$eauthor. =700 1\$aWu, Zhengguang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 4 (July 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210431.html =LDR 03617nab a2200445 i 4500 =001 JTE20210422 =003 IN-ChSCO =005 20220729061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210422$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210422$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.85$223 =100 1\$aCao, Dongwei,$eauthor. =245 10$aResearch on Performance of Natural Rubber Latex Composite–Modified Asphalt /$cDongwei Cao, He Tan, Zhe Yang, Huaxin Chen, Dongliang Kuang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aNatural rubber latex (NRL) is a polymer material collected from rubber trees with polyisoprene as the main component, which is a sustainable renewable material. With many excellent physical properties, it has been used to modify petroleum asphalt for paving roads very early to improve the performance of asphalt and asphalt mixtures. In order to prepare a modified asphalt with good comprehensive performance, this paper mixes NRL and styrene-butadiene-styrene (SBS) latex to prepare a composite-modified asphalt and conducts the experimental test of the penetration grading system and the experimental test of the rheological index. To obtain a modified asphalt with good comprehensive performance, NRL and SBS latex are mixed in this study to prepare a composite-modified asphalt, and the penetration grading system and rheological index are tested experimentally. The experimental results show that the addition of NRL and SBS latex significantly improves the anti-aging performance of asphalt. Fluorescence microscopy observations show that when the ratio of NRL latex to SBS latex is 1:1 to 1:2, the microstructure of the modified asphalt appears as a bicontinuous phase that interpenetrates the asphalt and latex phases and forms a stable grid. The rutting experiment and low-temperature trabecular bending experiments show that both the high- and low-temperature performance of the NRL/SBS latex composite–modified asphalt mixture improve greatly compared with that of NRL latex–modified asphalt mixture. Furthermore, the water immersion Marshall test and freeze–thaw splitting test show that the NRL-modified asphalt mixture has good resistance to water damage. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed July 29, 2022. =650 \0$aAsphalt$xAdditives. =650 \0$aAsphalt$xTesting. =700 1\$aTan, He,$eauthor. =700 1\$aYang, Zhe,$eauthor. =700 1\$aChen, Huaxin,$eauthor. =700 1\$aKuang, Dongliang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 4 (July 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210422.html =LDR 03617nab a2200445 i 4500 =001 JTE20210733 =003 IN-ChSCO =005 20220729061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210733$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210733$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.85$223 =100 1\$aDuojie, Cidan,$eauthor. =245 10$aInfluence of Subgrade Freezing and Thawing on Vertical Deformation of Asphalt Pavement /$cCidan Duojie, Pinxue Zhao, Yongping Hu, Hongfei Zhang, Wei Si, Biao Ma. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe severe freezing and thawing in seasonally frozen soils is one of the main reasons for frost heave and thaw settlement of subgrade, which leads to cracks and other serious diseases of asphalt pavement. To study the impact of freezing and thawing of subgrades on the pavement structure, an on-site investigation of the asphalt pavement diseases in Tibet, China was conducted, and a 1:5 mock-up for laboratory tests and a finite element model were designed. The temperature and humidity of the subgrade and the stress and vertical deformation of the pavement were analyzed. It was found that the moisture content of the subgrade had a significant impact on the cracking of asphalt pavement, and the vertical displacement of pavement increased by about 0.6 mm when the moisture content increased by 5 %. If there were initial cracks in the semirigid base, the maximum principal stress of the asphalt surface layer was 2.1 times more than that without cracks, which could easily lead to serious diseases in asphalt pavement. The flexible base had a good deformation coordination, which reduced the damage of the frost heave to the asphalt pavement, thereby preventing cracks on the asphalt pavement. The research results provided a theoretical direction for the analysis of frost heave characteristics and a basis for the optimum design of pavement structures in cold regions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed July 29, 2022. =650 \0$aPavements, Asphalt$xDesign and construction. =650 \0$aPavements. =650 \0$aAsphalt-rubber. =700 1\$aZhao, Pinxue,$eauthor. =700 1\$aHu, Yongping,$eauthor. =700 1\$aZhang, Hongfei,$eauthor. =700 1\$aSi, Wei,$eauthor. =700 1\$aMa, Biao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 4 (July 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210733.html =LDR 03617nab a2200445 i 4500 =001 JTE20200669 =003 IN-ChSCO =005 20220729061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200669$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200669$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA174 =082 04$a620$223 =100 1\$aShi, Changshuai,$eauthor. =245 10$aResearch on Fatigue Lifetime Prediction of Stator Rubber Bushing Based on Rubber Aged Experiment /$cChangshuai Shi, Xiaofeng Wan, Juan Deng, Xiaohua Zhu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWith the development of oil and gas exploration and development toward deep wells and ultra-deep wells, higher requirements are put forward for the working performance and service life of screw-drilling tools under the high-temperature environment. The failure of stator rubber bushing causes more than 30 % of screw-drilling tool failures. In this study, we mainly research the fatigue life prediction of rubber bushing under high temperature and high pressure and the influence of eccentricity and interference on fatigue life. Therefore, the uniaxial tensile test and fatigue test of hydrogenated nitrile butadiene rubber after 150°C /24 h ageing are carried out to obtain its mechanical properties and fatigue properties, and the fatigue life of rubber bushing is predicted by establishing the finite element mechanical model and combining it with the fatigue analysis software. The results show that the fatigue failure position of stator bushing is consistent with the theoretical and practical failure position and the error between the predicted fatigue life and the actual fatigue life is about 18.25 %. On this basis, the influence of eccentricity and interference on stator bushing fatigue life is analyzed. Fatigue life of stator bushing decreases with the increase of eccentricity or interference, which is consistent with the fatigue life curve of rubber material. The research results can provide reference for stator engineering application and bushing structure optimization of screw-drilling tools. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed July 29, 2022. =650 \0$aRubber Bushing. =650 \0$aClassical Mechanics. =650 \0$aCharacterization and Evaluation of Materials. =700 1\$aWan, Xiaofeng,$eauthor. =700 1\$aDeng, Juan,$eauthor. =700 1\$aZhu, Xiaohua,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 4 (July 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200669.html =LDR 03617nab a2200445 i 4500 =001 JTE20210647 =003 IN-ChSCO =005 20220729061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210647$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210647$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP248.B55 =082 04$a662.74$223 =100 1\$aAdeniyi, Adewale George,$eauthor. =245 10$aThermochemical Conversion of Sponge Gourd ( ) for Biochar Production by Retort Carbonization /$cAdewale George Adeniyi, Joshua O. Ighalo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aLuffa cylindrica is widely distributed in the tropics and subtropics as a cultivated and naturalized plant. Its noncompetitive use as just a local wash sponge in West Africa makes it readily available for biochar production. Biochar is an important product relevant to a variety of energy and environmental applications. This study evaluates the properties of L. cylindrica biomass and the biochar obtained from its retort carbonization. The biochar was produced using a top-lift updraft reactor at a peak temperature of 269°C and a yield of 66.67 %. The biomass and biochar samples were characterized using Fourier Transform Infrared Spectroscopy (FTIR), Scanning Electron Microscopy (SEM) with energy dispersion spectroscopy, and Brunauer–Emmett–Teller (BET) analyses. FTIR analyses revealed the presence of hydroxyl, methyl, carbonyl, and aromatic carbon groups in the biomass, which were broken down during the retort carbonization. The SEM analysis shows the biochar as a porous material, which was confirmed by the BET analysis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed July 29, 2022. =650 \0$aSoil amendments. =650 \0$aBiochar. =650 \0$aFilters and filtration$xMaterials. =700 1\$aIghalo, Joshua O.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 4 (July 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210647.html =LDR 03617nab a2200445 i 4500 =001 JTE20210420 =003 IN-ChSCO =005 20220729061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210420$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210420$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.85$223 =100 1\$aHuang, Yangquan,$eauthor. =245 10$aCharacteristics and Prediction of Fatigue Resistance between Asphalt Pavement Layers Based on Shear Stiffness Decay Rate /$cYangquan Huang, Ting Luo, Jing Shang, Ali Rahman, Changfa Ai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe evaluation of fatigue performance between asphalt pavement layers highly depends on fatigue life and shear stiffness. However, fatigue life and shear stiffness are comprehensive evaluation indexes. In the study of the formation mechanism and decay process of fatigue resistance, both of them cannot provide effective theoretical support. In this study, the shear stiffness decay curve was obtained through a four-point shear fatigue test under different loading conditions. The initial shear stiffness and the shear stiffness decay rate of interlayers were chosen to evaluate the initial resistance and process resistance. The effects of temperature, loading frequency, compressive stress, and shear stress on the evolution of interlayer fatigue performance were investigated. The findings of this study revealed that first, with the increase of the compressive stress perpendicular to the interlayer interface, the interlayer shear stiffness decay curve transitions from a cubic curve type to a quadratic curve type and gradually changes to a linear equation. Second, the ranking of influence degree of four factors on initial resistance and process resistance was obtained, and the influence mechanism analysis was carried out based on the variance analysis result. Finally, a multiple nonlinear regression model was established successfully to predict the fatigue life and to explain the internal connection between the initial shear stiffness, shear stiffness decay rate, and fatigue life. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed July 29, 2022. =650 \0$aPavements, Asphalt$xDesign and construction. =650 \0$aPavements. =650 \0$aAsphalt-rubber. =700 1\$aLuo, Ting,$eauthor. =700 1\$aShang, Jing,$eauthor. =700 1\$aRahman, Ali,$eauthor. =700 1\$aAi, Changfa,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 4 (July 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210420.html =LDR 03617nab a2200445 i 4500 =001 JTE20210716 =003 IN-ChSCO =005 20220729061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210716$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210716$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD381.9.M3 =082 04$a547.7045$223 =100 1\$aHall, J. Brian,$eauthor. =245 10$aPractical Application of the New Homogeneity Screening Procedure Added to ASTM E1921-20 and Appendix X5 Inhomogeneous Data Treatment /$cJ. Brian Hall, Enrico Lucon, William Server. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn 2019, the ASTM E08.07.06 subcommittee added a homogeneity screening procedure to ASTM E1921, Standard Test Method for Determination of Reference Temperature, To, for Ferritic Steels in the Transition Range. The screening procedure is intended to determine if the data set may be representative of a macroscopically inhomogeneous material. If the material fails the screening criterion, the subcommittee added Appendix X5, “Treatment of Potentially Inhomogeneous Data Sets,” to enable more accurate assessment of the material. Several existing large fracture toughness data sets of reactor pressure vessel low alloy steel plates, forgings, and welds were assembled to evaluate the homogeneity screening procedure and the Appendix X5 treatment methods. Several subsets of data from each of the large data sets were separately evaluated. The small data subsets are intended to approximate the number of specimens generally tested for an irradiated material (typically less than 20). The data set is screened and, if found inhomogeneous, treated according to the procedure in Appendix X5 that applies to small subsets of data. The results from the various subsets are compared with the parent large data set to assess the ability of the least conservative data subsets to bound the full data set. It is shown that, depending on the screening outcome, different margin adjustments than those recommended in ASTM E1921-20 can be used to provide results that bound a high percentage of the data. In addition, the experience presented in interpreting and using the procedures for the various data subsets has provided valuable insight for future applications. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed July 29, 2022. =650 \0$aPolymer solutions. =650 \0$aInhomogeneous materials. =700 1\$aLucon, Enrico,$eauthor. =700 1\$aServer, William,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 4 (July 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210716.html =LDR 03617nab a2200445 i 4500 =001 JTE20210740 =003 IN-ChSCO =005 20220729061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210740$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210740$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1582 =082 04$a677.21$223 =100 1\$aMohanraj, Saravanan,$eauthor. =245 12$aA Study on the Influence of Natural Agents on the Absorption Properties of Cotton Fabrics – Part 1 /$cSaravanan Mohanraj. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIndia has a strong and proven track record for the manufacturing of many textile products, mainly cotton-based textile materials. This research aims to investigate herbal extract–treated cotton fabrics with a focus on investigating absorption properties. The treated fabric samples were analyzed for their static absorption (%), immersion time (seconds), surface water absorption (milliliters), and vertical wicking height (centimeters). To evaluate the developed herbal extract–treated fabric samples, they were compared with market established commercial silver agents, namely nanosilver. The finished cotton fabrics with specifications of 140 g/m2, plain weave with 15 % finished concentration, and untreated cotton fabrics had static water absorption of 318 and 328 %; immersion time of 1.66 and 1.65 s; surface water absorption of 17 and 18.1 mL; and vertical wicking heights of 3.2 and 4.9 cm, respectively. Water repellency properties had slightly changed for some of the treated fabrics such as higher areal density 220 and 240 g/m2 terry weave fabrics with ratings of ISO 50 adjacent to untreated fabric sample ratings of ISO 0. Water repellency results indicated that there was no characteristic change in water response property (i.e., water absorption) of herbal extract–treated samples. Ashwagandha, combined aloe vera: tulsi and combined banana peels: casein–treated cotton fabrics of 140 and 240 g/m2 with 10 % finish concentration showed better water absorption properties in comparison with the other herbal extract–treated samples. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed July 29, 2022. =650 \0$aCotton fabrics. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 4 (July 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210740.html =LDR 03617nab a2200445 i 4500 =001 JTE20210699 =003 IN-ChSCO =005 20220729061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210699$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210699$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a620.136$223 =100 1\$aLin, Zhiyang,$eauthor. =245 10$aEffects of Crack Width and Healing Time on Healing Performance of Microcapsule-Based Self-Healing Concrete /$cZhiyang Lin, Humaira Kanwal, Wenfeng Hao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSelf-healing concrete is one of the effective methods for solving concrete deterioration and improving durability. However, the effects of crack width and healing time on healing performance are still part of an open problem. In this paper, the effects of crack width and healing time on healing performance of microcapsule-based self-healing concrete are studied. First, the chloride ion permeability tests were conducted to evaluate the effects of crack width and healing time on chloride ion permeability of the self-healing concrete. Then, three-point bending tests were conducted to study the effects of crack width and healing time on flexural behavior of the self-healing concrete system. The results show that the chloride ion penetration healing rate decreases significantly with the increase of crack width. The increasing trend of the healing rate of the specimens healing for 7 days and 14 days is faster, while the increasing trend of the healing rate of the specimens healed for 56 days is slower. When the crack width is less than 0.05 mm, the self-healing can restore or even exceed the initial performance of concrete specimens. When the crack width exceeds 0.15 mm, the damage degree has exceeded the healing capacity of the healing system, and it is difficult to restore the initial performance of concrete. This work provides a valuable reference for the design and preparation of self-healing concrete structures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed July 29, 2022. =650 \0$aConcrete$xCracking. =650 \0$aSelf-Healing Concrete. =700 1\$aKanwal, Humaira,$eauthor. =700 1\$aHao, Wenfeng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 4 (July 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210699.html =LDR 03617nab a2200445 i 4500 =001 JTE20210314 =003 IN-ChSCO =005 20220729061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210314$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210314$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP1180.B55 =082 04$a620.1/92323$223 =100 1\$aWu, M. Y. T.,$eauthor. =245 12$aA Review on Melt Flow Index Characteristics of Polylactide (PLA) for Recycle Use in 3-D Printing /$cM. Y. T. Wu, S. L. Mak, W. F. Tang, C. H. Li, T. W. Chan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPlastic wastage is one of the major environmental pollution problems. The method for manipulating such wastage has become a challenging work in recent decades. This paper reviews the usages of plastic materials and possible recycling methods in the field of additive manufacturing. Recently, fused deposition modeling (FDM), which applies the thermoplastic filaments as the basic material for printing 3-D objects directly without using traditional molding techniques, has been widely adopted, especially in the education industries. The feasibility study of applying recycled polylactide or polylactic acid (PLA) as an alternative feedstock for FDM has been conducted. Melt flow index is one of the important factors that affects the setup of operation parameters of 3-D printers. The objective of this paper is to provide the foundation for possible further studies on the application of recycled polymeric material in 3-D printing. A review of injection characteristics of PLA studies that are related to the melt flow index has been addressed. Methods for improving the printing performance of using recycled PLA filament in 3-D printers are also proposed in this paper. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed July 29, 2022. =650 \0$aPolylactic acid. =650 \0$aFoam$xIndustrial applications. =700 1\$aMak, S. L.,$eauthor. =700 1\$aTang, W. F.,$eauthor. =700 1\$aLi, C. H.,$eauthor. =700 1\$aChan, T. W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 4 (July 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210314.html =LDR 03617nab a2200445 i 4500 =001 JTE20210729 =003 IN-ChSCO =005 20220729061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210729$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210729$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP1120 =082 04$a668.49$223 =100 1\$aWang, Yulin,$eauthor. =245 10$aEffect of Seawater on the Mechanical Properties of PET Foam Sandwich Structure /$cYulin Wang, Bo Yang, Houzhao Zhu, Quansheng Peng, Xiaodan Sun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (22 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe polyethylene terephthalate (PET) foam sandwich structure is widely used for ships and for studying the influence of the seawater environment on its mechanical properties as an important way to evaluate its safety performance. To study the effect of the seawater environment on the mechanical properties of the PET foam sandwich structure, this paper mainly studies the static properties, interlayer cracking properties, and fatigue failure properties of the PET foam sandwich structure under the simulated seawater environment at a constant temperature of 40°C. The compressive properties test, tensile properties test, three-point bending properties test, double cantilever beam test, and four-point test were carried out on PET foam specimens, glass fiber reinforced plastic (GFRP) panel specimens, and PET foam sandwich structure specimens with different immersion times. The multiphysics software COMSOL was used to model and analyze the mode I interlayer cracking properties of the PET foam sandwich structure. The comparative analysis of the experimental results shows that the seawater environment has an effect on the compression properties of PET foam, the tensile and flexural properties of GFRP panels, and the interlayer cracking properties of the PET foam sandwich structure, and as the immersion time is extended, the effect is more obvious. Seawater immersion can also lead to a reduction in the fatigue life and ultimate fatigue of the PET foam sandwich structure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed July 29, 2022. =650 \0$aPET Foam. =650 \0$aPlastics. =650 \0$aIndustrial design. =700 1\$aYang, Bo,$eauthor. =700 1\$aZhu, Houzhao,$eauthor. =700 1\$aPeng, Quansheng,$eauthor. =700 1\$aSun, Xiaodan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 4 (July 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210729.html =LDR 03617nab a2200445 i 4500 =001 JTE20210791 =003 IN-ChSCO =005 20220729061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210791$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210791$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS161 =082 04$a620.00113$223 =100 1\$aYeh, Fu-Hsuan,$eauthor. =245 10$aEvaluation of the Material Point Method in Modeling the Post-failure and Run-Out of Translational Landslide: A Case Study in Taiwan /$cFu-Hsuan Yeh, Yi-Chun Lai, Louis Ge, Shih-Hao Cheng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe material point method (MPM) is an extended finite element method used to simulate large deformation scenarios. A massive translational landslide in Taiwan was adopted to validate the numerical technique for thorough investigations, including the digital terrain models (DTMs), laboratory experiments, and numerical analyses were available in a forensic report. The MPM code Anura3D was used to mimic the landslide’s kinematics, post-failure, and run-out process. An unstable sandstone/shale interlayer was found to lead to the slope sliding; therefore, the before-and-after DTMs from the report mentioned above were used to examine the run-out distance and deposition to determine the best fit for reduced material properties for this layer. The sliding paths, displacements, deviatoric strains, and the velocities of the sliding can be evaluated by dividing the material points into several groups to differentiate the kinematics among them. Meanwhile, the landslide duration and possible maximum safety distance were also assessed. This study has demonstrated that the MPM can analyze the large deformation, post-failure, and run-out distance of landslides. The critical timing of a slope failure is possible to be an essential index on national spatial planning for future disaster reduction. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed July 29, 2022. =650 \0$aMaterial point method$xSimulation methods. =650 \0$aGeotechnical engineering$xSimulation methods. =700 1\$aLai, Yi-Chun,$eauthor. =700 1\$aGe, Louis,$eauthor. =700 1\$aCheng, Shih-Hao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 4 (July 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210791.html =LDR 03617nab a2200445 i 4500 =001 JTE20210732 =003 IN-ChSCO =005 20220729061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210732$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210732$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGV341 =082 04$a613.6$223 =100 1\$aZanevskyy, Ihor,$eauthor. =245 10$aImitation Models for Testing of the Gymnastic Springboard Stiffness /$cIhor Zanevskyy, Lyudmyla Zanevska. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCompetition results in gymnastic vaults depend in great measure on testing and tuning of the springboard’s mechanical parameters, especially the stiffness. There are four empirical tests of the gymnastic springboard; one of them is a static test, and the three others are dynamics tests. The accuracy of the well-known springboard model (with an error up to 70 %) is not acceptable in the testing. Therefore, the purpose of this research is to develop a model for the imitation of springboard stiffness testing that should have appropriate accuracy in engineering calculations. Gymnova (2012) was studied as popular equipment for gymnastic springboard vaulting. In the main load range area (1,500 ÷ 3,500 N), according to the experimental testing, displacements of the upper board obey the linear function approximately on 99.7 %. The corresponding error of the elastic solid-body model developed in this research is 3.6 %, contrary to the multibody model created by Lehmann et al., where it is about 45.9 %, i.e., 13 times over. The mechanical and mathematical model of gymnastic springboard that was developed in this research, created on the basis of an overhanging beam with a console protrusion, has quite acceptable accuracy and can be recommended for engineering calculations, virtual testing, and simulation of the technique performing gymnastic vaults. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed July 29, 2022. =650 \0$aGymnastics. =650 \0$aPhysical education and training. =700 1\$aZanevska, Lyudmyla,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 4 (July 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210732.html =LDR 03617nab a2200445 i 4500 =001 JTE20210741 =003 IN-ChSCO =005 20220729061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210741$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210741$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1582 =082 04$a677.21$223 =100 1\$aMohanraj, Saravanan,$eauthor. =245 12$aA Study on the Influence of Natural Agents on the Absorption Properties of Cotton Fabrics – Part Two /$cSaravanan Mohanraj. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIncreased worldwide competition in textiles has given opportunities to researchers and industries to work toward new challenges in product development. This research work aims to investigate how the herbal extract-treated cotton fabrics were made with a focus on the absorption properties. The treated fabric samples were analyzed for their static absorption (%), immersion time (s), surface water absorption (mL), and vertical wicking height (cm). The mangosteen dyed cotton fabrics with specifications of 140 g/m2 and the plain weave with 40 % dyed concentration and untreated cotton fabrics had static water absorptions of 320 % and 328 %, immersion times of 1.68 s and 1.65 sec, surface water absorptions of 17 ml and 18.1 ml, and vertical wicking heights of 4 cm and 4.9 cm, respectively. Water repellency properties had slight changes for treated terry fabrics say 220 and 240 GSM with rating ‘50’ in adjacent to the untreated fabric sample with rating ‘0’. Water repellency results indicated that there was no characteristic change in the water response property (i.e., water absorption) of herbal extract-treated samples. Mangosteen and orange extracts-treated cotton fabrics of 140 and 240 g/m2 with a 30 % dye concentration showed better water absorption properties in comparison to the other herbal extract dyed samples. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed July 29, 2022. =650 \0$aCotton fabrics. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 4 (July 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210741.html =LDR 03617nab a2200445 i 4500 =001 JTE20210717 =003 IN-ChSCO =005 20220729061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210717$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210717$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.8$223 =100 1\$aLiu, Xu,$eauthor. =245 10$aModulus Back-Calculation of Four-Layer System Based on the Characteristic Parameters of Deflection Basin /$cXu Liu, Xudong Wang, Yang Wu, Xingye Zhou. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aFalling weight deflectometer (FWD) is the most widely used nondestructive testing method for pavement structure. The back-calculation of structural modulus based on the deflection basin is an important approach to evaluate the service state of pavement structure and study the evolution law of its behavior. Although the deflection of pavement can be approximated as elastic deformation by the instantaneous impact load in FWD testing, the nonlinear response characteristics of structure and materials are non-negligible, which brings difficulties to the modulus back-calculation for a multilayer system. This paper proposes a new back-calculation method of the four-layer structure, which is based on the linear elastic layered mechanical system, through analyzing the empirical relationship between the geometric characteristics of the measured deflection basin and the corresponding moduli of the structural layers. In addition, the feasibility and reliability of this method are evaluated by using the FWD data of the representative structures in the RIOHTrack test road. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed July 29, 2022. =650 \0$aPavements$xTesting. =650 \0$aPavements, Asphalt$xTesting. =700 1\$aWang, Xudong,$eauthor. =700 1\$aWu, Yang,$eauthor. =700 1\$aZhou, Xingye,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 4 (July 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210717.html =LDR 03617nab a2200445 i 4500 =001 JTE20210689 =003 IN-ChSCO =005 20220729061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210689$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210689$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT174.7 =082 04$a620.5$223 =100 1\$aHu, Yu,$eauthor. =245 10$aMacro Mechanical Properties and Microstructure Analysis of Nano-modified ECC at Low Temperature /$cYu Hu, Shuling Gao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe building structure in cold areas has not been in a freeze–thaw cycle but in a low temperature and deep cold environment for years. In such environments, one-time freezing mode is required to analyze the low-temperature freezing problem. The purpose of this study is to optimize engineered cementitious composites (ECC) currently known to have good durability and prepare ratios suitable for low-temperature environments. By mixing nano silica (SiO2) and SiO2 fume in a certain proportion, the internal situation was optimized by using their physical filling effect and chemical activity. The macromechanical properties of four groups of ECC with different nano SiO2 and SiO2 fume content under normal temperature and low temperature were studied. Uniaxial compressive strength and full curves of tensile stress–strain at normal temperature and low temperature (−60°C) were established, whereas the optimum mechanical properties were obtained under low temperatures. It was found that the uniaxial compressive strength, tensile strength, and tensile strain capacity can reach 45 MPa, 4 Mpa, and 4 % at low temperature (−60°C) after 28 days of standard maintenance. Four groups of modified ECC were analyzed by computed tomography (CT), scanning electron microscopy (SEM), energy-dispersive X-ray spectroscopy (EDX), and X-ray diffraction (XRD). The microstructure, matrix, fiber–matrix interface, and fiber surface of ECC mixture with nano SiO2 and SiO2 fume were compared to evaluate the improvement of ductility. After determining the porosity by CT scanning, the microstructure was characterized. The characteristics of hydration products at the age of 7 and 28 days were analyzed by XRD. Matrix, fiber–matrix interface, and fiber surface characteristics at the age of 28 days were evaluated using SEM. The results prove that the combination of nano SiO2 0.5 % and SiO2 fume 1.5 % can make the internal pore dense and uniform while optimizing the pore structure and fully exerting the bonding effect between matrix and fiber. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed July 29, 2022. =650 \0$aNanotechnology. =700 1\$aGao, Shuling,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 4 (July 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210689.html =LDR 03617nab a2200445 i 4500 =001 JTE20210728 =003 IN-ChSCO =005 20220729061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210728$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210728$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126$223 =100 1\$aLuo, Haohao,$eauthor. =245 10$aResearch on the Dynamic Propagation Characteristics of Cracks in Special-Shaped Charges /$cHaohao Luo, Renshu Yang, Chengxiao Li, Yuantong Zhang, Bin Xu, Zhen Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTo analyze the crack growth characteristics of special-shaped charges, a digital laser caustics test system was used to study the crack growth process of special-shaped charges; theoretical calculations of the caustic line distribution of type I and II cracks were carried out, and crack growth under the action of the explosion load was calculated. The shape is binarized to obtain the fractal dimension of charges of different shapes. The finite element software LS-DYNA is used to simulate the crack propagation of special-shaped charges. The research results show that the main crack propagation of the special-shaped charge has obvious directionality, and the main crack propagation direction is basically along the internal angle bisector of the special-shaped charge; the fractal dimension of the special-shaped charge is: hexagon>circle>square>triangle. With the increase of the side length of the special-shaped charge, the number of main cracks gradually increases, but the direction and number of crack propagation of the round charge show randomness. The main crack growth rate of the triangular-shaped charge is the fastest, and the stress intensity factor at the crack tip is the highest; the numerical simulation results of the main crack growth direction and number of triangular, square, and hexagonal charges are basically the same as those of the explosion test, but there is a point in the circular blasthole deviation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed July 29, 2022. =650 \0$aDeformations (Mechanics) =650 \0$aCracks. =700 1\$aYang, Renshu,$eauthor. =700 1\$aLi, Chengxiao,$eauthor. =700 1\$aZhang, Yuantong,$eauthor. =700 1\$aXu, Bin,$eauthor. =700 1\$aLiu, Zhen,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 4 (July 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210728.html =LDR 03617nab a2200445 i 4500 =001 JTE20210719 =003 IN-ChSCO =005 20220729061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210719$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210719$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a620.196$223 =100 1\$aLv, Songtao,$eauthor. =245 12$aA New Method for Characterizing the Fatigue Performance of High-Modulus Asphalt Mixtures /$cSongtao Lv, Tianda Zhao, Chengdong Xia, Shungen Zhao, TieJun Liu, Yunhua Liu, Biao Liu, Milkos Borges Cabrera. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe current fatigue model of high-modulus asphalt mixture (HMAM) is usually built without considering the effect of loading frequency, which leads to the imprecision in the selection of fatigue parameters for the design of high-modulus asphalt pavement structures. The purposes of this study are to solve the problem of uncertainty in the characterization of fatigue performance of HMAM at various loading frequencies and to optimize the structural resistance design of high-modulus asphalt pavements. In this study, the four-point bending beam was first used to carry out the strength test on the HMAM at ten loading rates. The effects of different loading frequencies (1, 5, 10, 20, and 40 Hz) and stress levels on the four-point bending fatigue life of HMAM were then explored. The test results show that the fatigue curve derived from the nominal stress ratio deviates significantly from the theoretical strength failure point (1,1) for Nf = 1 by extending toward both ends; however, derived from the rate-dependent stress ratio (considering the effect of loading rate), it passes through the point (1,1), which reveals the correlation between the strength failure and the fatigue damage. In addition, a new method for calculating structural strength coefficients is proposed by developing a unified fatigue model for HMAM under different loading frequencies. The results of this study could predict the fatigue life of HMAM at different loading frequencies more precisely. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed July 29, 2022. =650 \0$aPavements, Asphalt. =650 \0$aAsphalt. =700 1\$aZhao, Tianda,$eauthor. =700 1\$aXia, Chengdong,$eauthor. =700 1\$aZhao, Shungen,$eauthor. =700 1\$aLiu, TieJun,$eauthor. =700 1\$aLiu, Yunhua,$eauthor. =700 1\$aLiu, Biao,$eauthor. =700 1\$aCabrera, Milkos Borges,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 4 (July 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210719.html =LDR 03617nab a2200445 i 4500 =001 JTE20210682 =003 IN-ChSCO =005 20220729061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210682$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210682$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS514 =082 04$a681.4$223 =100 1\$aÇelebi, Ahu,$eauthor. =245 10$aExperimental and Statistical Investigation of the Bending and Surface Roughness Properties on Three-Dimensional Printing Parts /$cAhu Çelebi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis research is purposed to analyze the bending strength and surface roughness results of polylactic acid samples produced by fused filament fabrication. Using the experimental design method, the effect of fill density, layer thickness, infill, and raster orientation parameters on the bending and surface roughness performance of samples was investigated. In the study, the individual effects and interactions of the main four factors were analyzed using 2331 mixed-level factorial design approaches. Whereas linear and honeycomb filled were preferred in the experimental design, 30°, 60°, and 90° angles were used as raster orientation and 50 % and 100 % were used as fill density. In addition, 0.15 mm and 0.05 mm were printed as layer thicknesses. Samples were tested using a stylus profilometer (Mitutoyo SJ-301) to determine surface roughness characteristics, and the AUTOGRAPH AG-IS 100 KN was utilized to analyze the bending strength of the parts. In addition, fracture surfaces were analyzed by stereo microscope at various magnifications. The data were analyzed using the Minitab 19 software program. The most effective parameter for bending strength is the layer thickness with 40.02 %. In addition, it has been observed that the fast honeycomb fill pattern has higher strength than the linear fill pattern. Inversely to literature, according to our result, when the layer thickness is reduced, the surface roughness increases, because of the bubble on the surface of the printed sample. The results obtained from this study will provide preliminary information to the users in order to produce the parts that will provide the necessary requirements according to the usage area with minimum time and costs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed July 29, 2022. =650 \0$aOptical instruments$xDesign and construction. =650 \0$aThree-dimensional printing. =650 \0$a3-D printing. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 4 (July 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210682.html =LDR 03617nab a2200445 i 4500 =001 JTE20210761 =003 IN-ChSCO =005 20220729061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210761$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210761$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD461 =082 04$a541.394$223 =100 1\$aWei, Kuiling,$eauthor. =245 10$aMolecular Dynamics Simulation of Interaction between Polymer Modifier and Asphalt /$cKuiling Wei, Yue Su, Xuejuan Cao, Tianqiang Jiang, Mei Deng, Yan Wu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPolymer-modified asphalt has been widely used in the road engineering field because of its excellent physical and chemical properties compared to virgin asphalt. To investigate the intrinsic interaction between polymer modifier and virgin asphalt, the molecular dynamics simulation was used to analyze different modified asphalt systems. Firstly, the models of the polymer-modified asphalts were constructed according to a four-component analysis, and then changes of the intrinsic interaction and compatibility between two components were detected using the related simulation parameters. The results confirmed that the physical blending and chemical reaction were crucial factors leading to molecular interaction between the modifier and virgin asphalt, which directly determined the microphase separation of the modified asphalt. Moreover, the interaction was also varying with types of modified asphalt, which showed consistency with the experiment phenomenon. Based on these analyses, the results of the current work were conducive to serve for the modified asphalt technology. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed July 29, 2022. =650 \0$aMolecular dynamics$xSimulation methods. =650 \0$aMolecular dynamics$xComputer simulation. =650 \0$aChemistry, Physical and theoretical$xComputer simulation. =700 1\$aSu, Yue,$eauthor. =700 1\$aCao, Xuejuan,$eauthor. =700 1\$aJiang, Tianqiang,$eauthor. =700 1\$aDeng, Mei,$eauthor. =700 1\$aWu, Yan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 4 (July 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210761.html =LDR 03617nab a2200445 i 4500 =001 JTE20210790 =003 IN-ChSCO =005 20220729061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210790$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210790$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.G44 =082 04$a624.1$223 =100 1\$aWang, Hao-Yue,$eauthor. =245 10$aExperimental Investigation on the Shear Characteristics and Failure Mechanism between Geomembrane/Geotextile Interfaces /$cHao-Yue Wang, Shi-Jin Feng, Yang Shen, Ji-Yun Chang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis paper presents an experimental investigation of the shear behavior of the interface between a high-density polyethylene geomembrane and a needle-punched nonwoven geotextile (GT) under monotonic loading conditions. Direct shear tests were conducted using a self-designed experimental apparatus. The effects of interface types (textured geomembrane (GMX) and smooth geomembrane (GMS)), normal stress levels (50–600 kPa), and shear displacement rates (0.1–100 mm/min) were taken into consideration. Moreover, to better understand the shear behavior, the internal shear strength of GT was compared with the interface strengths. Mechanisms of this shear behavior were analyzed based on the test results. According to these findings, the GMS/GT interface shear deformation was governed by two important stages. The test data also provide microscale insights into the GMX/GT interaction mechanisms over lower and higher normal stress levels, which were governed by three stages. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed July 29, 2022. =650 \0$aMicroscopy. =650 \0$aGeomembranes. =650 \0$aGeosynthetics. =700 1\$aFeng, Shi-Jin,$eauthor. =700 1\$aShen, Yang,$eauthor. =700 1\$aChang, Ji-Yun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 4 (July 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210790.html =LDR 03617nab a2200445 i 4500 =001 JTE20210773 =003 IN-ChSCO =005 20220729061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210773$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210773$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTT853 =082 04$a746.6$223 =100 1\$aMohanraj, Saravanan,$eauthor. =245 10$aEffect of Natural Agents on the Mechanical and Flame Retardant Properties of Cotton Fabric–Dyeing Technique /$cSaravanan Mohanraj. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aHome textile products manufactured and exported in huge quantities from Karur, Namakkal, Erode, and Salem are the established foremost important geographical locations centers in Southern India. The cotton fibers are less resistant to fire and that leads to unexpected accidents, thus there is an importance of the flame retardance tendency for home textiles. Eco-friendly herbal extract–dyed cotton has been investigated for tensile strength and flame retardant properties. The current research elaborately studies the antibacterial dyed cotton fabric materials in terms of improved flame retardant property through eco-friendly herbal extracts to cotton fabrics with simultaneous analysis on their tensile strength properties. The mangosteen-dyed cotton fabrics showed better results with specifications of 140 g/m2, plain weave with 40 % dye concentration, 240 g/m2, terry weave with 40 % dye concentration and untreated cotton fabrics of 140 g/m2 and 240 g/m2 had the tensile strength of 237.87 kg/cm2, 288.69 kg/cm2 and 238.38 kg/cm2, 288.47 kg/cm2. The flame response studies revealed the the burning time increases from 35 s for untreated 140 g/m2 plain cotton fabric to 50 s and 45 s for the fabrics dyed with mangosteen and borage. Correspondingly, the burning rate changes from 320 mm/min for untreated 140 g/m2 plain cotton fabrics to 290 mm/min and 300 mm/min for mangosteen- and borage-dyed fabrics, respectively. The limited oxygen index (LOI) test results showed that the borage-dyed fabrics exhibited little increased LOI values of 20 over the other treated samples on an average of LOI of 19 in comparison with the untreated cotton fabrics of LOI 18. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed July 29, 2022. =650 \0$aTextile printing. =650 \0$aDyes and dyeing$xTextile fibers. =650 \0$aTextile fabrics. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 4 (July 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210773.html =LDR 03617nab a2200445 i 4500 =001 JTE20210769 =003 IN-ChSCO =005 20220729061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210769$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210769$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a620.196$223 =100 1\$aDaryaee, Daryoosh,$eauthor. =245 10$aFeasibility Study for Evaluating the Moisture Resistance of Asphalt Mixtures Containing RAP Using Pull-Off Test /$cDaryoosh Daryaee, Mostafa Vamegh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aBinder adhesion has an important effect on the properties of asphalt mixtures. In asphalt mixtures containing reclaimed asphalt pavement (RAP), rejuvenating agents have been used to restore the adhesive properties of an aged binder. In this study, a new rejuvenator was investigated to discover whether it can improve the moisture susceptibility of mixtures containing RAP. For this purpose, first, the effects of a new rejuvenator on the moisture resistance of binder compounds containing different percentages of aged binder were evaluated. Second, the moisture susceptibility of asphalt mixtures with different RAP contents (25, 50, 75, and 100 %) were investigated with and without rejuvenator utilization. The pull-off test was performed to evaluate the adhesion of binder compounds; indirect tensile strength and resilient modulus tests were utilized for evaluating the moisture susceptibility of the asphalt mixtures. Meanwhile, for the first time, the relationship between the pull-off test and the moisture susceptibility parameters of asphalt mixtures was established. The results indicate that the use of the rejuvenating agent improved the moisture resistance of the asphalt mixtures containing RAP as compared with the control mixture and mixtures without a rejuvenator. According to the obtained correlations, the pull-off test can be used as a rapid and economic test to estimate the moisture sensitivity of asphalt mixtures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed July 29, 2022. =650 \0$aPavements, Asphalt. =650 \0$aAsphalt. =700 1\$aVamegh, Mostafa,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 4 (July 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210769.html =LDR 03617nab a2200445 i 4500 =001 JTE20210781 =003 IN-ChSCO =005 20220729061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210781$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210781$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.6 =082 04$a620.11228$223 =100 1\$aBaer, Wolfram,$eauthor. =245 10$aOn the Question of How to Analyze and Apply Charpy Pendulum Impact Test Results Correctly - Shortcomings in Corresponding Procedures and Standards /$cWolfram Baer, Peter Wossidlo, Behboud Abbasi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (26 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis paper is focused on the approximation of absorbed Charpy impact energy-temperature curves (KV-T) and the management of sub-size test piece results in Charpy pendulum impact tests. Both subjects are frequently underestimated but may have a strong impact on the assessment of product quality and structural integrity. The status of related test standards, product standards, structural integrity assessment procedures and corresponding research is reviewed. It is concluded that the state of regulation is partly insufficient and wrong. There is a wide gap between the state of knowledge in the field of materials testing and the requirements of product standards and structural integrity assessment procedures. The present paper aims at boosting and supporting the necessary discussion among the parties involved to raise the level of technical safety. Correspondingly, a large experimental database was created by Charpy impact testing of popular modern structural Steels with nominal yield strength from 235 MPa to 960 MPa. KV-T data were generated using test pieces with thicknesses between 2.5 mm and 10 mm. Different strategies for KV-T curve fitting, definition of transition temperatures, as well as upper and lower shelf energy levels were followed, and different scaling procedures were applied to the sub-size test piece results. The results show that proportional scaling of sub-size to full-size test piece results in terms of KV should be disallowed because it is a wrong approach. Regulations still incorporating such procedures should be revised as soon as possible. Existing nonproportional scaling and conversion procedures were applied. The results obtained illustrate that neither an overall nor consistent conservatism nor an adequate conservatism level can be achieved. In summary, the standardizing bodies should enforce the discussion to revise relevant test standards considering more precise specifications on Charpy data fitting. Furthermore, proposals are made for an improved management of sub-size test piece results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed July 29, 2022. =650 \0$aMaterials$xEffect of radiation on. =650 \0$aNeutron fluence. =650 \0$aNeutron radiation. =650 \0$aCharpy impact data. =700 1\$aWossidlo, Peter,$eauthor. =700 1\$aAbbasi, Behboud,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 4 (July 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210781.html =LDR 03617nab a2200445 i 4500 =001 JTE20210801 =003 IN-ChSCO =005 20220729061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 220430s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210801$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210801$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a620.196$223 =100 1\$aZhang, Yichi,$eauthor. =245 10$aInvestigation of Aging Resistance of Asphalts from Different Crude Oils Based on Molecular Structure and Rheological Properties /$cYichi Zhang, Jianying Yu, Xiaoqiao Huang, Xiaobin Han, Shi Xu, Yang Zou, Shangheng Zeng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis research aims to investigate the aging resistance of asphalts from different crude oils based on molecular structure and rheological properties. The average molecular structure of five types of asphalt from different crude oils were analyzed with the element analyzer, nuclear magnetic resonance, gel permeation chromatograph, and the improved Brown–Ladner method. The rheological properties of the asphalts were tested by the dynamic shear rheometer before and after laboratory aging. The antiaging properties of the asphalts were evaluated by the rheological aging index (RAI). The findings indicate that there were significant differences in the molecular structures among the five types of asphalt. The asphalt with the least hydrogen–carbon ratio (H/C), the largest aromatic carbon ratio (fA), and the largest condensation index (CI) had the lowest rate of decline in rheological properties and therefore, the best antiaging performance. The H/C, fA, and CI had good correlations with RAI, which indicated that it was feasible to use these molecular structure parameters to evaluate the differences in the aging resistance of various asphalts. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed July 29, 2022. =650 \0$aPavements, Asphalt. =650 \0$aAsphalt. =700 1\$aYu, Jianying,$eauthor. =700 1\$aHuang, Xiaoqiao,$eauthor. =700 1\$aHan, Xiaobin,$eauthor. =700 1\$aXu, Shi,$eauthor. =700 1\$aZou, Yang,$eauthor. =700 1\$aZeng, Shangheng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 4 (July 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210801.html =LDR 03617nab a2200445 i 4500 =001 JTE20210672 =003 IN-ChSCO =005 20221027061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 221027s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210672$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210672$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD788 =082 04$a363.6$223 =100 1\$ada Costa, J. D. C.,$eauthor. =245 10$aDesign of Buried Equipment for the Collection of Urban Solid Waste /$cJ. D. C. da Costa, R. D. S. G. Campilho, F. J. G. Silva, I. J. Sánchez-Arce. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (24 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWaste recovery systems are implemented around the world. These systems play a highly important role in the integrated waste management process. The constant technological evolution of this type of equipment aims to answer to global and European standards that increasingly require a reduction in the deposition of waste in landfills and a progressive growth of the recycling levels per capita. To allow the insertion of waste equipment in places where there are several limitations, such as the available space and the urban environment, buried equipment for the storage of waste appeared. This equipment has a large storage capacity, and because they are completely buried underground, only permanent deposition top bins are visible. This work was developed with the aim of improving buried underground waste disposal equipment, including the devices to comply with safety regulations and automated opening/closing mechanisms. The complete equipment can be divided into three parts: the liner, the buried structure, and the interface with the depositor of waste (through the deposition top bin). Because many of the available solutions are empirically based designs, there is a high margin to improve competitiveness, which reaches greater proportions in a scenario of economies of scale. The main equipment concept is presented, and structural analysis is accomplished by the finite element method, allowing for improved equipment to be proposed that replaces the current solution. Prototype fabrication/testing and cost analysis are also performed. A proposal to revise the current modular structure is finally presented, which allows for a cost and weight reduction of 6 % and 15 %, respectively. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed October 27, 2022. =650 \0$aRefuse and refuse disposal$xMathematical models. =650 \0$aSystem analysis. =700 1\$aCampilho, R. D. S. G.,$eauthor. =700 1\$aSilva, F. J. G.,$eauthor. =700 1\$aSánchez-Arce, I. J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 5 (September 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210672.html =LDR 03617nab a2200445 i 4500 =001 JTE20210723 =003 IN-ChSCO =005 20221027061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 221027s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210723$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210723$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ1185 =082 04$a621.9$223 =100 1\$aSilva, F. J. G.,$eauthor. =245 12$aA New Concept of Jig Rotary Holder System for 3-Axis CNC Milling Machine Operated by the Main Machine Control /$cF. J. G. Silva, R. D. S. G. Campilho, V. F. C. Sousa, L. F. P. Coelho, L. P. Ferreira, M. T. Pereira, J. Matos. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study aims to develop a new jig holding system that is able to be controlled by a Computer Numeric Control (CNC) installed on three-axis machining centers, which can drastically improve the productivity in machining operations, enabling the machining of unparallel plans in the same setup. An action research methodology was adopted for this work, which, through a practical approach, intends to generate transferrable knowledge to other organizations whose situations are like those in this study. Together, the practical actions and the knowledge acquired create the changes needed for improving these processes. By conducting a case study, it was observed that savings of about 40 % can be easily achieved for parts with low geometric complexity. If the complexity of the parts increases, it is expected that these savings can be even higher. The return of investment is less than 2 years, which is usually affordable for enterprises. Through this study, it was possible to develop a new jig holding system that can be attached to a three-axis CNC machining center and clearly expands its functions and productivity. With this system, it is possible to work in different planes of the part in sequence, as well as use a double-sided table for the jigs, doubling the production batch each time the machine is loaded. Moreover, a list of key settings has been created with the main requirements and recommendations to adopt this kind of production system, which can be highlighted as the main research output. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed October 27, 2022. =650 \0$aMachinery. =650 \0$aTools. =650 \0$aComputer integrated manufacturing systems. =700 1\$aCampilho, R. D. S. G.,$eauthor. =700 1\$aSousa, V. F. C.,$eauthor. =700 1\$aCoelho, L. F. P.,$eauthor. =700 1\$aFerreira, L. P.,$eauthor. =700 1\$aPereira, M. T.,$eauthor. =700 1\$aMatos, J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 5 (September 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210723.html =LDR 03617nab a2200445 i 4500 =001 JTE20210721 =003 IN-ChSCO =005 20221027061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 221027s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210721$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210721$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT59.5 =082 04$a670.427$223 =100 1\$aVieira, Diogo,$eauthor. =245 10$aAutomating Equipment towards Industry 4.0 :$bA New Concept for a Transfer System of Lengthy and Low-Stiffness Products for Automobiles /$cDiogo Vieira, Francisco J. G. Silva, Raul D. S. G. Campilho, Vitor F. C. Sousa, Luís P. Ferreira, José C. Sá, Marlene Brito. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSeveral products with a high length/section ratio and with a relatively low stiffness are used in the automotive industry, causing several problems because of a lack of stiffness. One of the examples where this occurs is in the production of Bowden cables, where automation has played a very important role in the flexibility of processes and product quality. Within this product family, conduits, one of the components of Bowden cables, have proven to be one of the points of continuous improvement. Currently, the production process for this type of component is done in a fully automated way, which proves the importance of automation. However, the need to manufacture different references means that the equipment used needs to be characterized by its high flexibility. This work aims to develop a new transfer system for conduit preparation machines, which are focused on increasing the range of references possible to manufacture without affecting the quality and productivity of the equipment. Thus, a new concept of conduit transport has been successfully developed, able to deal with lengthy conduits without lacking quality or experiencing breakdowns of the equipment. The concept used to overcome this problem can be extended to other equipment with similar problems, even in the manufacturing of other kind of products. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed October 27, 2022. =650 \0$aAutomation. =650 \0$aManufacturing processes$xAutomation. =650 \0$aHuman-computer interaction. =700 1\$aSilva, Francisco J. G.,$eauthor. =700 1\$aCampilho, Raul D. S. G.,$eauthor. =700 1\$aSousa, Vitor F. C.,$eauthor. =700 1\$aFerreira, Luís P.,$eauthor. =700 1\$aSá, José C.,$eauthor. =700 1\$aBrito, Marlene,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 5 (September 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210721.html =LDR 03617nab a2200445 i 4500 =001 JTE20210677 =003 IN-ChSCO =005 20221027061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 221027s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210677$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210677$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS225 =082 04$a671.332$223 =100 1\$aHoll, Eva,$eauthor. =245 10$aNew Optimized Mechanism for Linking a Hydraulic Actuator to the Elbow Joint of an Upper Arm Exoskeleton /$cEva Holl. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aMany occupational activities require heavy load lifting. The presented upper limb exoskeleton provides support for such lifting processes. Actuation is performed by a hydraulic system. Hydraulics is selected because of its unrivaled force density to satisfy the central demands on exoskeletons for a high wearing comfort: low weight and small distance to the body. The demand for high wearing comfort requires a slim construction beside the arm where the hydraulic actuator is integrated. The hydraulic power is transferred from the power unit at the back to the differential cylinder beside the limb. Through the novel mechanism, a compact transfer of the linear cylinder motion to a rotary joint motion is enabled, and a lightweight construction is possible. The hydraulic cylinder is connected to a crank on the exoskeleton arm, and the piston rod hinge of the cylinder guides along a line at the upper arm and is connected via a connection rod to a second crank, which is also part of the lower arm. This system of kinematics achieves a low crank length, which is a major compactness requirement. The optimized kinematic structure defines the basic architectural structure on which the full exoskeleton construction is developed. The supply of the hydraulic cylinder is connected by hoses to the components placed in the backpack. The electro-hydraulic actuator consists of a speed variable electric motor and a constant displacement pump, which generates the cylinder pressure. A low-pressure accumulator and pressure sensors are connected to the closed hydraulic circuit. Only the elbow motion is supported by an actuator; the other exoskeleton joints are passive and transmit parts of the load to the backpack frame. Motion control is done by the wearer. The measured electromyography sensor signal is adjusted by desired percentage, and the control system generates a proportional torque on the elbow joint. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed October 27, 2022. =650 \0$aHydraulic control. =650 \0$aArtificial intelligence. =650 \0$aManufacturing industries. =650 \0$aElectronics. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 5 (September 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210677.html =LDR 03617nab a2200445 i 4500 =001 JTE20210730 =003 IN-ChSCO =005 20221027061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 221027s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210730$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210730$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.22 =082 04$a620.11233$223 =100 1\$aBezerra, Gonçalo N.,$eauthor. =245 10$aDevelopment of a Multi-Station Creep Machine for Adhesive Joint Testing /$cGonçalo N. Bezerra, António M. Lopes, Carlos M. S. Moreira da Silva, Lucas F. M. da Silva, Paulo D. P. Nunes, Eduardo A. S. Marques, Ricardo J. C. Carbas. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAdhesive joints have unique advantages when compared to conventional mechanical joints. Adhesives can undergo creep deformation at room temperature (cold flow) as well as at low stress (well below the yield point of the material), which can lead to considerable reduction in the life expectancy of the bonded structures. Therefore, performing creep tests to determine a material’s expected behavior under certain operational or environmental conditions is of crucial importance. Available commercial creep machines are often designed to test a wide variety of materials and, thus, present suboptimal features for testing specimens with specific characteristics, as is the case of adhesive joints. In this article, a new multi-station creep test machine is proposed and its main subsystems are described, namely the mechanical structure, the pneumatic servo-controlled actuation, the data acquisition, and the command software. The machine is able to run tests at a constant load that can be set from 100 up to 2,800 N, at intervals of 5 N, and a maximum displacement of 250 mm. The three stations can accommodate single lap joints or bulk specimens and allow for totally independent and simultaneous tests, at temperatures ranging from −100°C up to 200°C. The measurement resolution for load and displacement is 0.025 N and 0.025 mm, respectively. Experimental results of creep tests are presented, and the multi-station creep machine behavior is validated by comparison to a reference equipment. The creep machine reveals good performance, with force and displacement repeatability below close to 6 N and 0.25 mm, respectively. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed October 27, 2022. =650 \0$aMaterials$xCreep. =650 \0$aFracture mechanics. =700 1\$aLopes, António M.,$eauthor. =700 1\$ada Silva, Carlos M. S. Moreira,$eauthor. =700 1\$ada Silva, Lucas F. M.,$eauthor. =700 1\$aNunes, Paulo D. P.,$eauthor. =700 1\$aMarques, Eduardo A. S.,$eauthor. =700 1\$aCarbas, Ricardo J. C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 5 (September 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210730.html =LDR 03617nab a2200445 i 4500 =001 JTE20210681 =003 IN-ChSCO =005 20221027061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 221027s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210681$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210681$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.16$223 =100 1\$aLitrop, Aljaž,$eauthor. =245 10$aDesign of a Shear Test Fixture System and Optimization of a Metal Shear Specimen for Cyclic Loading /$cAljaž Litrop, Jernej Klemenc, Marko Nagode, Domen Šeruga. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe objective of the present paper is to investigate the optimization of the existing sheet metal specimen geometry and the optimization of fixtures for fatigue shear tests. Simple static shear tests are used for the material characterization of sheet metal and composite materials. It is well known that it is difficult to achieve pure shear conditions in the specimens because of stress concentrations. Moreover, buckling must be prevented during cyclic tensile and compressive loads, which can be achieved with suitable fixtures. This paper proposes a symmetric specimen geometry for alternating in-plane loads, where the location of crack initiation is predicted and stress concentration is minimized. The design of the geometry was supported with numerical simulations. According to the final specimen geometry, unique fixtures were developed, based in part on the standard ASTM D7078, Standard Test Method for Shear Properties of Composite Materials by V-Notched Rail Shear Method, solution. The fixtures allow operation at elevated temperatures, easy specimen change, universal use on different test rigs, and possible extension to other specimen shapes. By the proposed fixture system, any type of cyclic test can be performed (i.e., alternating, pulsating, or variable). The fixtures are suitable for measuring strain with mechanical extensometers, video extensometers, or digital image correlation. The experimental shear tests on aluminum 6061 specimens showed comparable shear strain fields as calculated by the finite element method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed October 27, 2022. =650 \0$aMetals$xTesting. =650 \0$aAlloys$xTesting. =700 1\$aKlemenc, Jernej,$eauthor. =700 1\$aNagode, Marko,$eauthor. =700 1\$aŠeruga, Domen,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 5 (September 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210681.html =LDR 03617nab a2200445 i 4500 =001 JTE20210698 =003 IN-ChSCO =005 20221027061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 221027s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210698$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210698$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA355 =082 04$a620$223 =100 1\$aCenitagoya, A.,$eauthor. =245 10$aNovel Elevator Overspeed Governor Design and Multibody Dynamic Analysis /$cA. Cenitagoya, A. Remirez, M. Cabello, I. Esnal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aOverspeed governors are the crucial safety elements that have allowed the popularization of elevators for the last two centuries, being their main function to securely activate the safety breaks of the cab in an overspeed situation such as a failure in the machine or a rope break. The design of these elements has barely changed in the industry and still relays on a cam follower design that stops rotating when centrifugal forces reach a critical point. Such a design of multiple parts with relative motion induces wear, produces noise, and can even lead to availability reduction. In this paper, the design process and the multibody dynamic (MBD) analysis of a novel overspeed governor concept are presented, with the objective to reduce moving parts and improve the performance and robustness of the solution. A group of partitioners and experienced designers along with industrial partners have analyzed new creative designs, and a new governor typology is presented. Owing to the standard required sensitivity of the governor, a deep MBD analysis is performed to precisely define optimal design parameters. The proposed design has fewer moving parts and therefore is more resilient, reducing the possibilities of failure and the maintenance needs and therefore being a more cost-efficient solution. Optimization techniques have been implemented to fit design parameters and evaluate robustness. Additionally, the effect of manufacturing- or wear-induced clearances is analyzed for the traditional and the novel governor concepts, proving that the new concept is safer in the long term. The adopted design and analysis methodology can also be used for the improvement or definition of new overspeed governors. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed October 27, 2022. =650 \0$aAutomotive Engineering. =650 \0$aMechanical Engineering. =650 \0$aOptimization. =700 1\$aRemirez, A.,$eauthor. =700 1\$aCabello, M.,$eauthor. =700 1\$aEsnal, I.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 5 (September 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210698.html =LDR 03617nab a2200445 i 4500 =001 JTE20210789 =003 IN-ChSCO =005 20221027061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 221027s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210789$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210789$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA407 =082 04$a536.42$223 =100 1\$aLiu, Sheng,$eauthor. =245 10$aThermodynamic Calculations and Heat Treatments on Phase Transformation Characteristics of 9Cr1Mo Steel /$cSheng Liu, Xinbin Hu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$a9Cr1Mo steels are widely used for high-temperature applications in thermal power plants, owing to their relatively high strengths and low costs. In the present study, thermodynamic calculations of equilibrium and nonequilibrium transformations are carried out by JMatPro software. In the equilibrium condition, the austenite transforms to ferrite with saturated amount of M23C6 carbides ((Cr,Fe)23C6) at a temperature lower than 600°C. By contrast, austenite-martensite transformation accompanied by precipitation of a lesser amount of M23C6 carbides occurs lower than 340°C under a certain cooling rate during the nonequilibrium process. Meanwhile, an experimental investigation on the effect of various cooling rates after austenization on the microstructure and hardness of austenitized and tempered steel has been presented. The experimental results are close to the calculated ones. As the cooling rate after austenization increases, the ferrite transformation turns into martensite transformation, which could be verified by the variations of hardness, phase compositions, precipitation behaviors and grain boundary characteristics. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed October 27, 2022. =650 \0$aMaterials. =650 \0$aPhase transformations (Statistical physics) =700 1\$aHu, Xinbin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 5 (September 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210789.html =LDR 03617nab a2200445 i 4500 =001 JTE20220010 =003 IN-ChSCO =005 20221027061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 221027s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220010$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220010$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTT705 =082 04$a646.2$223 =100 1\$aJayakumari, M.,$eauthor. =245 10$aInvestigation of Change in Sewing Needle Temperature: Part I :$bInfluence of Fabric Types and Sewing Parameters /$cM. Jayakumari, M. Rajalakshmi, S. Priyalatha, Vibha Kapoor, M. B. Sampath, G. Suganth, C. Prakash. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn modern industrial sewing, the further rise in sewing speed to increase production is mainly influenced by the extent of needle heat generated. The increased needle heat leads to damage to the sewing thread and fabric and a loss in productivity. Hence, the change in sewing needle temperature under various fabric types and sewing conditions is investigated for better understanding. An objective method to assess the generation of needle heat by utilizing a thermal camera is attempted, and the effects of change in needle heat by varying the parameters are assessed. The results from the thermal camera are statistically analyzed. The superimposed seam with a greater number of layers and high needle tension produced high needle heat, whereas poly-poly core spun sewing thread, 100 % polyester fabric, and a high stitch density contribute to the next level of needle heat generation. This investigation considered all the possible influencing parameters objectively and helps in maintaining reduced needle heat for a chosen fabric type and sewing conditions to improve the productivity with increased sewing speed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed October 27, 2022. =650 \0$aSewing. =650 \0$aTailoring. =650 \0$aDressmaking. =700 1\$aRajalakshmi, M.,$eauthor. =700 1\$aPriyalatha, S.,$eauthor. =700 1\$aKapoor, Vibha,$eauthor. =700 1\$aSampath, M. B.,$eauthor. =700 1\$aSuganth, G.,$eauthor. =700 1\$aPrakash, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 5 (September 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220010.html =LDR 03617nab a2200445 i 4500 =001 JTE20210765 =003 IN-ChSCO =005 20221027061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 221027s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210765$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210765$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP248.25 =082 04$a530$223 =100 1\$aZhao, Yixin,$eauthor. =245 10$aEffect of Uniaxial Compression on Coal Nanostructure as Measured by Small Angle X-ray Scattering /$cYixin Zhao, Zhenyu Tai, Xiaodong Guo, Cun Zhang, Yafei Tao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTo study the effect of uniaxial compression on coal nanostructure during uniaxial compression, in situ synchrotron radiation small angle X-ray scattering experiments were carried out on four coals with different ranks under uniaxial compression. According to the scattering data during the uniaxial compression process, the fractal characteristics and the variation feature of fractal dimension with stress were obtained. Four coals with different ranks all possess two fractal characteristics: pore fractal occur in the smaller pore range (7–17 nm) in the high q value range, and surface fractal occur in the larger pore range (17–52 nm) in the low q value range. For two low rank coals, with increasing stress, the pore fractal dimension DP decreased and the surface fractal dimension DS increased, respectively; the variation trends of DP and DS were obvious. This indicates that with increasing stress, the heterogeneity and complexity of the pores decrease, the surface roughness of the pores increases, and stress has a significant effect on the nanopore structure. The smaller pores are more susceptible to stress, and the influence range of stress on low rank coals is larger than that on high rank coals. The change rate of fractal dimension (RD) has a poor relationship with compressibility during uniaxial loading and is related to coal rank. The RD per unit stress for high rank coals is larger than that for low rank coals. Nanostructure response to uniaxial compressive stress is more significant in low rank coals than in high rank coals. Compared with low rank coals, high rank coals have strong aromatization and molecular structure, and the nanostructures are less susceptible to failure under uniaxial stress. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed October 27, 2022. =650 \0$aNanostructures. =650 \0$aSolid state chemistry. =650 \0$aNanochemistry. =700 1\$aTai, Zhenyu,$eauthor. =700 1\$aGuo, Xiaodong,$eauthor. =700 1\$aZhang, Cun,$eauthor. =700 1\$aTao, Yafei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 5 (September 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210765.html =LDR 03617nab a2200445 i 4500 =001 JTE20220024 =003 IN-ChSCO =005 20221027061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 221027s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220024$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220024$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN902 =082 04$a625.761$223 =100 1\$aLi, Yunliang,$eauthor. =245 10$aEffect of Aging on the Viscoelastic Mechanical Properties of Cement/Emulsified Asphalt Composite Repair Material /$cYunliang Li, Yubo Fu, Chengyu Tian, Xu Li, Yiqiu Tan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCement/emulsified asphalt composite repair material (CEACRM) is a pavement crack repair material mainly formed by mixing cement and emulsified asphalt; however, ultraviolet (UV) light causes its aging and affects its repair performance. In this work, the UV aging test of CEACRM was carried out to analyze the effect of aging on the viscoelastic mechanical properties of CEACRM and determine the aging mechanism and influencing factors. The creep test and frequency scanning test of aged CEARCM samples were carried out using a dynamic shear rheometer. The microstructure of CEACRM was studied by a scanning electron microscope. The effect of aging on CEACRM properties was studied by component analysis and infrared spectrum. Results show that aging deteriorates the viscoelastic properties of CEACRM and reduces its deformation and energy dissipation abilities, thereby diminishing its service performance. With further aging, the properties of CEACRM change from viscoelastic to elastic. Cement content and the microstructure formed by the interaction of cement and asphalt affect the aging resistance of CEACRM. Properly increasing the amount of cement can slow down the aging speed of CEACRM and improve the stability of mechanical properties of CEACRM. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed October 27, 2022. =650 \0$aRoads$xMaintenance and repair. =650 \0$aAsphalt. =700 1\$aFu, Yubo,$eauthor. =700 1\$aTian, Chengyu,$eauthor. =700 1\$aLi, Xu,$eauthor. =700 1\$aTan, Yiqiu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 5 (September 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220024.html =LDR 03617nab a2200445 i 4500 =001 JTE20210758 =003 IN-ChSCO =005 20221027061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 221027s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210758$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210758$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE391 =082 04$a549.68$223 =100 1\$aAkkoyun, Fatih,$eauthor. =245 12$aA Real-Time Machine Vision System for Grading Quartz Mineral /$cFatih Akkoyun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aClassification is an indispensable process in industrial mass production applications when competitive marketing and increasing the product value by reducing time and saving costs are in concern. In this regard, the machine vision system (MVS) is a prominent technology, especially for automated industrial production flow lines. Recent studies consisted of increasing the accuracy of such systems using advanced technology and complex solutions. Nevertheless, for automated industrial production flow lines, considering only the accuracy rate of an MVS by ignoring the cost and processing speed is not a sufficient parameter to evaluate the success rate concerning the marketing capability. In this study, a relatively low-cost and automated MVS production line for grading white stones in real-time is demonstrated. A conveyor line and a rotary mechanism are integrated into the system for performing a stone grading task. A conditioned cabinet is used for inspecting the flow line continuously. Forty different stone samples in four groups are evaluated in the experimental stage to observe the flow speed and processing accuracy. Different flow speeds of the conveyor line are investigated. The results are demonstrated that the low-cost MVS is successfully operated for grading white stones at relatively high speed with a 92 % accuracy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed October 27, 2022. =650 \0$aQuartz. =650 \0$aMines and mineral resources. =650 \0$aMineralogy. =650 \0$aGeochemistry. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 5 (September 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210758.html =LDR 03617nab a2200445 i 4500 =001 JTE20210792 =003 IN-ChSCO =005 20221027061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 221027s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210792$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210792$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126$223 =100 1\$aLi, Feng,$eauthor. =245 13$aAn Interval Fracture Analysis Method for Cracked Structures with Unknown-But-Bounded Parameters /$cFeng Li, Hongfeng Li, Chuanxin Ren, Yichen Zhou. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAn interval fracture analysis method based on the Taylor expansion is presented to predict the stress intensity factor (SIF) bounds for cracked structures with unknown-but-bounded parameters. Traditional probabilistic fracture analysis requires numerous sample points, because large errors will occur when the probability density distribution function of the parameters cannot be described by sufficient sample points. In the present paper, the expression of the SIF crack structure is given using the quarter-point displacement method. Then, the interval expressions of mode-I and mode-II SIF are obtained using the Taylor expansion and the interval finite element method, and the upper and lower limits of an equivalent SIF (ESIF) are determined. Finally, the new method is analytically compared with the interval Monte Carlo method. Numerical examples show that the influence of load uncertainty considerably surpasses that of the dimension uncertainty. The mode-I SIF has a greater impact on the ESIF. As the uncertain level increases, the accuracy of the upper and lower limits of the ESIF calculated by the new method is maintained at a high level. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed October 27, 2022. =650 \0$aFracture mechanics$xMathematical models. =650 \0$aFracture mechanics. =700 1\$aLi, Hongfeng,$eauthor. =700 1\$aRen, Chuanxin,$eauthor. =700 1\$aZhou, Yichen,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 5 (September 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210792.html =LDR 03617nab a2200445 i 4500 =001 JTE20220009 =003 IN-ChSCO =005 20221027061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 221027s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220009$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220009$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRM267 =082 04$a616.90461$223 =100 1\$aAnanth Kumar, T.,$eauthor. =245 13$aAn In Situ Design / Analysis Method of Antimicrobial Effect Using Nano TiO for Disinfecting COVID-Affected Places /$cT. Ananth Kumar, G. Rajakumar, T. S. Arun Samuel, D. Nirmal. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA new airborne transmittable disease, coronavirus (COVID-19), was discovered by China in late December 2019. The virus is spread by direct contact with infected people’s respiratory droplets (from coughing and sneezing) and virus-infected surfaces. COVID-19 can survive for hours on surfaces, but disinfectants can kill it. Pathogens have evolved and become resistant to conventional drugs and disinfectants. This proposed new approach using TiO2 for infectious diseases is needed to outwit these cunning saboteurs. Nanotechnology creates a unique way to modify material at the level of atoms and particles. Nanotechnology has enabled self-cleaning surfaces based on the advanced oxidation process (AOP). The outside is coated with a thin layer of nanosized TiO2 (titanium dioxide) photocatalyst. UV rays stimulate nano TiO2 and initiate AOP. The process reactions lead to the formation of oxygen vacancies in surface-bound water particle surfaces. Because of copper doping (1 % Weight of copper and 0.5 % Weight of copper), the bandgap is minimized and excitation occurs at visible light. Consequently, these photocatalyst surfaces have changed properties. Microorganisms are inactivated, excess toxins are degraded, and pollutants are removed. Toilet seats, floors, hospitals, homes, airports, railways, and road terminals can all be coated with TiO2. Microorganisms can be killed by TiO2-coated or TiO2 doped with copper. These purify the air in hospitals. They can also be used to kill microorganisms on road pavements. They can also be used to coat intravenous masks and catheters to stop COVID-19. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed October 27, 2022. =650 \0$aAnti-infective agents. =650 \0$aCommunicable diseases$xChemotherapy. =700 1\$aRajakumar, G.,$eauthor. =700 1\$aArun Samuel, T. S.,$eauthor. =700 1\$aNirmal, D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 5 (September 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220009.html =LDR 03617nab a2200445 i 4500 =001 JTE20210782 =003 IN-ChSCO =005 20221027061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 221027s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210782$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210782$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE599 =082 04$a551.307$223 =100 1\$aJiang, Yu,$eauthor. =245 10$aExperimental Research on Shear Strength of Remolded Debris Flow Structures /$cYu Jiang, Zhenhua Zhou, Changhao Shi, Feng Zhe, Zhengkai Li, Hongzhi He. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTo investigate the strength characteristics of remolded debris flow structures and influencing factors, Jiangjia Gully debris flow deposits in the Yunnan province were chosen as the research object. Considering influencing factors such as gradation types, water contents, and vertical pressures, four gradation types were reconstituted and shear strength tests were carried out on the remolded samples. Based on the interaction between these factors, the influence mechanism of each factor on the strength of the remolded structure was explored, and the strength development mechanism of the remolded structure was analyzed on this basis. The results show that the shear strength of the remolded structure is mainly provided by fine particles and that the effect of water content on the remolded structure is not merely a single feedback mechanism but works together with the external load and inhibits the strength development of the structure in some cases; the degree of influence of each factor on the shear strength of the remolded structure is ranked as follows: vertical load > gradation type > water content > water content * gradation type > gradation type * vertical load > water content * vertical load. At the same water content and gradation, external vertical load has a positive effect on the enhancement of the shear strength of the remolded structure, but at the same vertical load, gradation and water content show an inhibitive effect; the content of fine particles in different gradation structures determines the structural type of the remolded structure, but the water content and vertical load, as external factors, exert a positive impact on the shear strength of the remolded structure via the rearrangement of particles in the structure and the regulation of pore water pressure, which in turn affects the shear strength of the remolded structure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed October 27, 2022. =650 \0$aDebris avalanches. =650 \0$aRock mechanics. =650 \0$aStreamflow. =700 1\$aZhou, Zhenhua,$eauthor. =700 1\$aShi, Changhao,$eauthor. =700 1\$aZhe, Feng,$eauthor. =700 1\$aLi, Zhengkai,$eauthor. =700 1\$aHe, Hongzhi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 5 (September 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210782.html =LDR 03617nab a2200445 i 4500 =001 JTE20210705 =003 IN-ChSCO =005 20221027061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 221027s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210705$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210705$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.85097$223 =100 1\$aLi, Xiyou,$eauthor. =245 10$aQuantifying the Effect of Hot Recycling on Asphalt Mixtures Based on Rod Thin-Layer Chromatography /$cXiyou Li, Yanhong Li, Jieyou Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this study, a four-component test of aged asphalt, new asphalt, recycled asphalt on the surface of recycled old aggregate, and recycled asphalt on the surface of recycled new aggregate has been conducted based on the rod thin-layer chromatography (TLC)-hydrogen flame ion detection method to evaluate the colloidal stability index (Ic). Furthermore, the gelation index (GI) and recycling rate (P) of reclaimed asphalt pavement are defined. These parameters act as quantitative indicators of the recycling effect on the asphalt mixes and are used to characterize the degree of integration of the aged and new asphalt. The rationality of the evaluation indexes is verified by analyzing the effects of preheating, mixing temperature, and mixing time on the recycling effect. The results show that the proposed method based on rod TLC can effectively evaluate the thermal recycling efficiency of asphalt mixture, and it provides useful insights on the recycling effect of thermal recycling technology. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed October 27, 2022. =650 \0$aRoad materials$xRecycling. =650 \0$aAsphalt concrete. =700 1\$aLi, Yanhong,$eauthor. =700 1\$aHuang, Jieyou,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 5 (September 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210705.html =LDR 03617nab a2200445 i 4500 =001 JTE20220012 =003 IN-ChSCO =005 20221027061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 221027s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220012$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220012$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA712 =082 04$a624.19$223 =100 1\$aGuo, Peng,$eauthor. =245 10$aPhysical Simulation Experiment on the Failure Evolution Process and Failure Mode of Soft Surrounding Rock in a Deep Roadway /$cPeng Guo, Jun-qi Fan, Xiao-yan Shi, Qing-xiang Wu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (24 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aLarge deformation of surrounding rock is one of the major disasters that cannot be prevented in deep underground engineering. Several arch changes or even landslides may occur if the management is ineffective. In this study, an indoor model experiment is conducted using a similar geotechnical multifunction load simulation device and a surrounding rock strain and displacement monitoring system. The failure evolution process of surrounding rocks and the variation law of displacement and stress of a deep underground roadway under different burial depths are studied. The critical components for preventing large deformations in underground engineering have been identified. Model test results show that the designed deep roadway model loading system can meet the requirements of uniform loading in simulating different deep roadway loads and can satisfactorily realize cascade loading of various surrounding rocks in a deep roadway. The stress and displacement in the surrounding rock can also be efficiently measured with by the designed measuring device. The similarity test of physical simulation indicates that the instability risk of a deep roadway, especially the collapse disaster in the sidewall, is greater with the increase in depth when no support exists. The collapsed area of the surrounding rock gradually increases with the increase in the burial depth of the roadway. In the model test, no evident convergence deformation is observed in the surrounding rock of the roadway when the simulated depth is less than 800 m. The deformation of the sidewall and the arch waist increases with the increase in burial depth. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed October 27, 2022. =650 \0$aGeotechnical engineering. =650 \0$aCivil engineering. =650 \0$aEngineering design. =700 1\$aFan, Jun-qi,$eauthor. =700 1\$aShi, Xiao-yan,$eauthor. =700 1\$aWu, Qing-xiang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 5 (September 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220012.html =LDR 03617nab a2200445 i 4500 =001 JTE20220035 =003 IN-ChSCO =005 20221027061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 221027s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220035$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220035$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.85$223 =100 1\$aZhu, Yajing,$eauthor. =245 10$aCompounding Optimization of SBS-SBR High-Viscosity Modifier and Rejuvenation of Aged SBS-SBR Modified Asphalt /$cYajing Zhu, Guangji Xu, Tao Ma, Jianwei Fan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (22 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this paper, the modification effects of the styrene-butadiene rubber (SBR) high-viscosity modifier (HVM) with different monomer compositions and the HVMs with different styrene-butadiene-styrene block copolymer (SBS)-SBR compound ratios were explored. On this basis, the rejuvenation effects of representative rejuvenator components on slightly and severely aged high-viscosity asphalt (HVA) were studied through molecular dynamics simulations. The results show that when the proportion of 1,4-polybutadiene in the SBR molecule remains unchanged, increasing the proportion of cis-1,4-polybutadiene is slightly disadvantageous to its compatibility with the matrix asphalt, while the mechanical properties of the prepared HVA are less affected. Increasing the content of 1,2-polybutadiene and polystyrene monomer in the SBR molecule is not conducive to its compatibility with the matrix asphalt, but it increases the mechanical properties of the prepared HVA. When the compound ratio is between 4 % SBS + 8 % SBR and 8 % SBS + 4 % SBR, both the diffusion state of the modifier in the matrix asphalt and the compatibility of the compound HVM with the matrix asphalt are the best, and it is most conducive to the cross-linked structure formation between the HVM and matrix asphalt. Among the representative rejuvenator molecules, p-xylene has the strongest interaction with aged HVA and it has the strongest permeability in aged HVA. Nonanal is most conducive to improve the self-aggregation of asphaltenes in aged HVA. During the miscibility stage, n-hexane molecules are more likely to appear around the aged HVA molecules, which is beneficial to the rejuvenator to repair and improve the performance of the aged HVA and form a stable structure. The research results provide references for the monomer optimization of SBR HVM, the determination of the optimal compound ratio of SBS-SBR modifier, and the rejuvenation of HVA. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed October 27, 2022. =650 \0$aAsphalt$xAdditives. =650 \0$aAsphalt$xTesting. =650 \0$aAsphalt emulsion mixtures. =700 1\$aXu, Guangji,$eauthor. =700 1\$aMa, Tao,$eauthor. =700 1\$aFan, Jianwei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 5 (September 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220035.html =LDR 03617nab a2200445 i 4500 =001 JTE20220037 =003 IN-ChSCO =005 20221027061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 221027s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220037$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220037$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.85$223 =100 1\$aDong, Zejiao,$eauthor. =245 10$aSelf-Monitoring of Damage Evolution in Asphalt Concrete Based on Electrical Resistance Change Method /$cZejiao Dong, Shafi Ullah, Tao Zhou, Chen Yang, Hai Luan, Rawid Khan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAsphalt pavements expose early damage during their service life. The early damage grows internally until it accumulates and transforms into macro-damage that leads to structural failure. To promote real-time monitoring of internal damage evolution in asphalt pavements, this study proposes an electrical resistance change (ERC) method that exploits the piezoresistive properties of conductive asphalt concrete as a nondestructive testing technique capable of detecting microstructural defects. For this purpose, the traditional asphalt mixtures were first made electrically conductive by adding carbon fibers and iron tailing aggregates as conductive aggregates to satisfy the piezoresistivity requirements. Secondly, piezoresistivity experiments were performed by applying cyclic tensile force in fatigue and progressively increasing mode. The self-monitoring ability of damage evolution was assessed based on the correlation between the fractional change in electrical resistance (FCR), displacement, and damage degree for each mode of the force application. It was observed that under fatigue mode, the FCR and displacement increase upon loading and decrease reversibly upon unloading in each cycle. Compared with the displacement, the FCR exhibits partial reversibility upon unloading, indicating damage initiation in each cycle. The damage grows with the number of loading cycles until it accumulates in the elastic regime and gradually affects the load-carrying capacity of the mixture. Under a progressively increasing mode, the mixture exhibits a good correlation between the FCR and force in the elastic regime, ensuring real-time monitoring of internal micro-damage. However, the FCR develops a nonlinear correlation with the force in the inelastic regime that reflects damage to the conductive network and eventually structural failure. In summary, the ERC method provides real-time monitoring of microstructural defects that manifest as early damage and gradually transform into macro-damage under repeated traffic loads. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed October 27, 2022. =650 \0$aPavements, Flexible$xDesign and construction. =650 \0$aCivil engineering. =700 1\$aUllah, Shafi,$eauthor. =700 1\$aZhou, Tao,$eauthor. =700 1\$aYang, Chen,$eauthor. =700 1\$aLuan, Hai,$eauthor. =700 1\$aKhan, Rawid,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 5 (September 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220037.html =LDR 03617nab a2200445 i 4500 =001 JTE20210754 =003 IN-ChSCO =005 20221027061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 221027s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210754$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210754$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.87 =082 04$a006.3$223 =100 1\$aRamalho, Gabriel M. F.,$eauthor. =245 10$aDamage Classification Methodology Utilizing Lamb Waves and Artificial Neural Networks /$cGabriel M. F. Ramalho, Manuel R. S. P. Barbosa, António M. Lopes, Lucas F. M. da Silva. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAs the aerospace industry develops, there is a need for applying new materials and construction techniques, able to create lighter and more efficient aircrafts. Most advances also imply severe regulations that require novel methods suited to monitor critical components. One method that goes beyond simple nondestructive testing is structural health monitoring (SHM), more specifically Lamb waves (LW)-based SHM. Indeed, LW have shown great promise in nondestructive in-situ testing, but require computationally expensive calculations, so that precise results can be obtained. An opportunity to overcome LW drawbacks arises with the use of machine learning (ML) algorithms. In this article, the performance of conventional feedforward and convolutional artificial neural networks for damage classification in aluminum sheets is compared, and a novel methodology to classify damage is proposed. The ML techniques adopted require large sets of prior data, which are generated by numerical simulations utilizing the finite element method. The damage classification pipeline comprises (i) generating LW by one actuator, measuring the structure response using a set of sensors, (iii) extracting features from the raw signals and training the ML algorithms, and (iv) assessing the classification accuracy. The methodology has the advantage of being baseline free, easily extendable for automatic feature extraction and testing, and adaptable to different types of damage and structures, as long as the algorithms are trained with suitable data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed October 27, 2022. =650 \0$aNeural networks (Computer science) =650 \0$aArtificial intelligence. =650 \0$aComputational intelligence. =700 1\$aBarbosa, Manuel R. S. P.,$eauthor. =700 1\$aLopes, António M.,$eauthor. =700 1\$ada Silva, Lucas F. M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 5 (September 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210754.html =LDR 03617nab a2200445 i 4500 =001 JTE20210772 =003 IN-ChSCO =005 20221027061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 221027s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210772$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210772$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.85$223 =100 1\$aKamran, Farshad,$eauthor. =245 10$aPerformance Evaluation of High Modulus Asphalt Concrete (HMAC) Prepared Using Asphaltenes-Modified Binders /$cFarshad Kamran, Amirhossein Ghasemirad, Taher Baghaee Moghaddam, Alireza Bayat, Leila Hashemian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aHigh strength, extended fatigue life, and improvement in rutting resistance are the main advantages of using high modulus asphalt concrete as a base course material in the pavement structure. The primary goal of this paper was to investigate the performance properties of the high modulus base course using different asphaltenes-modified binders. A crude oil binder and two different asphalt binders from Alberta oil sands sources were used to prepare the mixtures. To prepare hard-grade asphalt binders, all binders were modified using asphaltenes, a waste byproduct of the deasphalting of Alberta oil sands. The performance grades of the modified and unmodified binders were determined, and a mix design was developed for the high modulus asphalt concrete mixes. To evaluate the performance properties of high modulus asphalt concrete mixes composed of unmodified and asphaltenes-modified binders, Hamburg wheel tracking, dynamic modulus and flow number, and indirect tensile strength at low temperature were conducted. The high-temperature performance test results, including Hamburg wheel tracking and flow number tests, indicated that asphaltenes-modified mixtures show higher resistance to permanent deformation. However, the indirect tensile strength test results at low temperature showed higher tensile strength and lower fracture energy for the asphaltenes-modified mixtures compared with the unmodified samples. Moreover, according to the dynamic modulus test results, the asphaltenes-modified mixtures exhibited higher modulus values (stiffness) than the unmodified samples at different loading frequencies compared with the unmodified samples. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed October 27, 2022. =650 \0$aPavements, Flexible$xDesign and construction. =650 \0$aCivil engineering. =700 1\$aGhasemirad, Amirhossein,$eauthor. =700 1\$aBaghaee Moghaddam, Taher,$eauthor. =700 1\$aBayat, Alireza,$eauthor. =700 1\$aHashemian, Leila,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 5 (September 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210772.html =LDR 03617nab a2200445 i 4500 =001 JTE20220088 =003 IN-ChSCO =005 20221027061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 221027s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220088$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220088$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9 =082 04$a620.118$223 =100 1\$aNachimuthu, Manikandan,$eauthor. =245 10$aDrop-on-Demand Characterization and Shape Memory Performance of UV-Curable Shape Memory Polymers for Four-Dimensional Printing /$cManikandan Nachimuthu, Rajesh Pungampalayam Kannappan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe current study investigated the inkjet printability and shape memory performance of shape memory polymers prepared from commercially available ultraviolet light curable polymers named Vero PureWhite (RGD837) and Agilus30 (FLX985) for four-dimensional (4-D) printing. The rheological properties of the samples, such as density, dynamic viscosity, and surface tension, were measured to calculate the dimensionless number “Z.” The value of “Z” calculated for all the samples was within the typical inkjet printability value of 1 Z We) should be greater than 4 for droplets to be generated. Satellite formation with the main droplet was observed for Samples S3 (0.5 RGD837 + 0.5 FLX985), S4 (0.9 RGD837 + 0.1 FLX985), and S5 (0.3 RGD837 + 0.7 FLX985) in the numerical simulation. However, as the main drop progressed further, the satellite drops coalesced with the main droplet, resulting in a single stable droplet. The developed numerical model using the level set method supports the validation of drop characteristics prior to experimentation with various inkjet nozzles. Further, the numerical model was validated with an experimental study by ejecting the inks through a 0.1 mm diameter nozzle using a 27 mm piezo disk. Sample strips printed using the prepared inks demonstrated complete shape recovery at ∼45°C in bridge and cantilever mode at 9 and 7 s, respectively, with a shape recovery ratio of 99.4 %. The investigation validated that it is possible to inkjet 4-D print with the prepared shape memory polymers because 4-D printing that uses the inkjet method demands inks with highly controlled rheological properties. The properties in achieving the drop-on-demand performance of an ink such as diameter, velocity, and volume exhibited good correlation, indicating that the drop-on-demand performance of a polymer ink can be validated numerically, along with the printability diagrams. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed October 27, 2022. =650 \0$aSelf-healing materials. =650 \0$aComposite materials. =700 1\$aKannappan, Rajesh Pungampalayam,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 5 (September 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220088.html =LDR 03617nab a2200445 i 4500 =001 JTE20210648 =003 IN-ChSCO =005 20221027061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 221027s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210648$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210648$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1445 =082 04$a677$223 =100 1\$aJiang, Yanting,$eauthor. =245 13$aAn Investigation of Unidirectional Liquid Moisture Transport Performance Evaluation of Textile Materials Based on Double-Sided Imaging /$cYanting Jiang, Binjie Xin, Xiuwen Yuan, Jian Luo, Meiwu Shi, Cong Gao, Qingshuai Yan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe interaction between water and fabric is critical in the physiological comfort of garments. However, it is still practically challenging to evaluate textiles with continuous directional liquid moisture transport and outstanding prevention of water penetration in the reverse direction. The traditional liquid moisture transmission test method has its shortcomings. In order to better evaluate the liquid water transport behaviors of fabric, a new method is proposed in this paper. A series of images of fabric wetting are acquired from two different perspectives through a self-made double-sided image acquisition device. At the same time, a suitable segmentation algorithm for the image sequence is proposed in this study. Finally, the index parameters of fabric wettability can be obtained, and the wettability process of fabric can be analyzed. The experimental results show that the method of double-sided imaging can obtain more comprehensive fabric wetting information. Combined with the existing image-processing algorithms, the double-sided imaging image acquisition system proposed in this paper can be used to form a complete evaluation system of fabric liquid moisture transport behaviors. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed October 27, 2022. =650 \0$aManufacturing processes. =650 \0$aTextile fabrics. =650 \0$aTextile fibers. =700 1\$aXin, Binjie,$eauthor. =700 1\$aYuan, Xiuwen,$eauthor. =700 1\$aLuo, Jian,$eauthor. =700 1\$aShi, Meiwu,$eauthor. =700 1\$aGao, Cong,$eauthor. =700 1\$aYan, Qingshuai,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 5 (September 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210648.html =LDR 03617nab a2200445 i 4500 =001 JTE20210786 =003 IN-ChSCO =005 20221027061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 221027s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210786$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210786$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a624.1362$223 =100 1\$aHao, Hao,$eauthor. =245 10$aStudy on Compressive Properties of Self-Healing Cement Paste Using Acoustic Emission and Digital Image Correlation /$cHao Hao, Humaira Kanwal, Wenfeng Hao, Can Tang, Ronggui Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSelf-healing microencapsulation is a subtle existence in cement mortar. Traditional mechanical test methods cannot comprehensively explain the failure mechanism and failure mode of microencapsulated self-healing cement mortar. Therefore, acoustic emission and digital image correlation are used to monitor the uniaxial compression failure process of self-healing cement paste. A kind of self-healing microcapsule was prepared with sodium silicate and expanded silicate cement as main core materials, and its state in mortar matrix was observed by a scanning electron microscope. Full-field strain and acoustic emission characteristics were obtained and used to analyze the failure mode and mechanism of microencapsulated self-healing cement mortar. The results show that the compressive strength decreases with the increase of the content of microcapsules. According to the analysis of acoustic emission characteristic signal curve, the compression failure process of cement mortar block without microcapsules can be clearly divided into three stages. The change of acoustic emission characteristics of cement mortar after adding microcapsules was captured. In the range of 1~7 %, the acoustic emission hits first increase and then decrease. There are two main reasons for the change: one is the breakage of microcapsules and the other is that the addition of microcapsules changes the pore structure. At the same time, the whole process of compression failure is monitored by Digital Image correlation (DIC). It is found that the cement mortar test block with the appropriate amount of and excessive microcapsules has different failure modes. The results verify and supplement the results of acoustic emission monitoring. Based on the aforementioned indexes, the optimum content of microcapsule is 1~3 %. The research results are of great significance to the design and engineering application of microcapsule self-healing concrete. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed October 27, 2022. =650 \0$aConcrete$xMechanical properties. =650 \0$aPavements. =650 \0$aCement. =700 1\$aKanwal, Humaira,$eauthor. =700 1\$aHao, Wenfeng,$eauthor. =700 1\$aTang, Can,$eauthor. =700 1\$aLiu, Ronggui,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 5 (September 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210786.html =LDR 03617nab a2200445 i 4500 =001 JTE20210785 =003 IN-ChSCO =005 20221027061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 221027s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210785$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210785$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE203 =082 04$a625.735$223 =100 1\$aAljobeh, Zuhdi,$eauthor. =245 10$aComparing ASTM and JSA Sulfur Trioxide Analysis Methods for Slag Aggregates /$cZuhdi Aljobeh, Rick Gillman, Tiffany Kolba. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this study, we investigate various methods for determining the sulfur trioxide (SO3) content of slag aggregates. Proper measurement of the SO3 content is important because high levels of SO3 can result in significant loss of strength of the concrete produced from the slag aggregates. In particular, we analyze two testing methods, one from the ASTM and one from the Japanese Standard Association (JSA), and we compare them to SO3 measurements from portable x-ray fluorescence spectrometry (pXRF). The 3 testing methods are applied to 27 specimens of slag aggregates, which were composed of 5 different types: blast furnace, basic oxygen furnace, electric arc furnace, old bank, and open hearth. The results show that the ASTM measurements closely align with the pXRF measurements, whereas the JSA method produces significantly higher SO3 measurements. Owing to the complexity of performing the JSA testing method, as well as its lack of agreement with XRF measurements, we recommend the ASTM testing method for SO3 over the JSA method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed October 27, 2022. =650 \0$aSlag. =650 \0$aSoil stabilization. =700 1\$aGillman, Rick,$eauthor. =700 1\$aKolba, Tiffany,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 5 (September 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210785.html =LDR 03617nab a2200445 i 4500 =001 JTE20220089 =003 IN-ChSCO =005 20221027061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 221027s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220089$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220089$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455 =082 04$a620.192$223 =100 1\$aArun, K.,$eauthor. =245 10$aDesign and Investigation of Dynamic Properties of the Developed Glass-Jute-CGS Fiber Reinforced Hybrid Epoxy Polymer Composites for High-Performance Applications /$cK. Arun, D. Mala, S. Gopalakannan, C. Prakash. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn the current investigation, hybrid polymer composites developed using alkali treated Calotropis Gigantea stem fibers (CGS) as well as jute (J) and glass (G) fibers with different weight percentages are incorporated into the epoxy matrix. The dynamic characteristics for the inclusion of CGS fibers with glass-jute fiber reinforced epoxy-based laminates were determined experimentally. Here, three different sets of laminates, namely G-CGS-J-CGS-G, G-J-CGS-J-G, and G-CGS-CGS-CGS-G, were fabricated by means of the hand lay-up method. In addition, different weight percentages (wt. %) of CGS fibers, 0 wt. %, 5 wt. %, 10 wt. %, 15 wt. %, 20 wt. %, and 25 wt. %, were incorporated in the glass-jute fiber reinforced epoxy resin. The various analytical characterization results confirm that the incorporation of CGS fibers in the glass-jute fiber reinforced epoxy resin enhances the dynamic properties of the glass-jute fiber reinforced epoxy-based laminates, such as storage modulus, loss modulus, and tanδ values. The morphology of the fractured specimens due to the damage mechanisms was observed using a scanning electron microscope. Further, it was observed that the highest improvement in dynamic properties was achieved for the G-J-CGS-J-G hybrid laminate with 20 wt. % incorporated CGS fibers. The maximum storage modulus was observed in the G-J-CGS-J-G laminate of 8.263 Pa, with a loss modulus of 7.345 Pa and tanδ of 0.433 for 20 wt. % of CGS fibers. From the overall results, it was concluded that the hybrid laminate with 20 wt. % incorporated CGS fibers could be used for high-performance automobile interior applications. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed October 27, 2022. =650 \0$aPolymeric composites. =650 \0$aNonmetallic materials. =650 \0$aPolymers. =700 1\$aMala, D.,$eauthor. =700 1\$aGopalakannan, S.,$eauthor. =700 1\$aPrakash, C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 5 (September 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220089.html =LDR 03617nab a2200445 i 4500 =001 JTE20220102 =003 IN-ChSCO =005 20221027061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 221027s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220102$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220102$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7888.4 =082 04$a610.28$223 =100 1\$aVignesh, R.,$eauthor. =245 10$aPreliminary Investigation of Magnesium-Silver Nanocomposite for Feasibility as Degradable Biomaterial /$cR. Vignesh, Raja Velusamy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPure magnesium is a well-studied metallic material for biodegradable implants, but its rapid degradation rate is a major disadvantage. Silver is known for its excellent antimicrobial and anti-inflammatory properties, but its hemolytic and cytotoxic properties are a major concern. In the presented study, to control the fast degradation rate of magnesium, silver nanoparticles (NPs) were mixed with magnesium in varying proportions. Magnesium-silver composites have been prepared using powder metallurgy techniques with three different proportions of silver Viz. 0.75 %, 1 %, and 1.25 % silver. For the suitability of a composite as an implant material, corrosion rate, hemolysis, and antibacterial activity were investigated with pure magnesium as the control. Pure magnesium shows a corrosion rate of around 5 mm/year, while magnesium-silver composites show around 1.2 mm/year. Zone of inhibition and hemolysis values are higher for magnesium-1.25 % silver when compared with other specimens. Magnesium-0.75 % silver has hemolysis and antibacterial activity similar to pure magnesium, with a lower value of corrosion rate. Silver NPs on their own are hemolytic and cytotoxic, but Magnesium-silver nanocomposites with a silver wt % lower than 1.25 % can be further explored as a suitable biomaterial with reduced corrosion rate and better biocompatibility. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed October 27, 2022. =650 \0$aBiological and Medical Physics, Biophysics. =650 \0$aBiomaterials. =650 \0$aCircuits and Systems. =650 \0$aNanotechnology. =700 1\$aVelusamy, Raja,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 5 (September 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220102.html =LDR 03617nab a2200445 i 4500 =001 JTE20220198 =003 IN-ChSCO =005 20221027061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 221027s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220198$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220198$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC100 =082 04$a389/.08$223 =100 1\$aLucon, Enrico,$eauthor. =245 10$aAnalyzing the NIST Charpy Program Database: Influence of Impact Hammer Type (C versus U) on Test Results /$cEnrico Lucon, Raymond L. Santoyo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe NIST Charpy Machine Verification Program has been supplying ASTM E23-18, Standard Test Methods for Notched Bar Impact Testing of Metallic Materials certified Charpy reference specimens to customers all over the world since 1989, when the program was transferred from the US Army at Watertown Arsenal, Massachusetts. Starting in 1993, customer test results have been recorded in the form of absorbed energy values in an electronic database, which currently contains more than 70,000 records. In this study, data from the period 2000–2021 have been analyzed to investigate the influence of machine type/hammer configuration (C-type versus U-type) on Charpy test results at three absorbed energy levels. The significance of the trends observed has been assessed statistically, and compared to the trends observed for the three NIST reference machines used for the certification of Charpy reference specimens. The current line-up of NIST machines (one C-type and two U-type) has been found to provide the highest percentage of successful verifications with respect to other combinations of reference machines. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed October 27, 2022. =650 \0$aComputer software. =650 \0$aAnalysis software. =650 \0$aCharpy Verification Lots. =650 \0$aComputer programs. =700 1\$aSantoyo, Raymond L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 5 (September 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220198.html =LDR 03617nab a2200445 i 4500 =001 JTE20220078 =003 IN-ChSCO =005 20221027061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 221027s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220078$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220078$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.85$223 =100 1\$aRoberto, Antonio,$eauthor. =245 10$aStatistical Validation of a New Tensile Creep Test for Asphalt Mastics /$cAntonio Roberto, Elena Romeo, Gabriele Tebaldi, Antonio Montepara. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCurrently, the increasing traffic level and climatic change are exacerbating the premature distress of pavement infrastructures. In order to assess this problem, the proposed research activity aims to statistically evaluate the parameters of a new mastic tensile creep test, which is based on a uniaxial tensile configuration. This allows the material deformation to be kept in the small-strain domain and the mechanical behavior to be considered as linear viscoelastic (LVE). Particularly, the main tasks of the study herein were the statistical analysis of the proper testing temperature and load. Moreover, the storage period of the samples was also analyzed, comparing four storage durations (1, 2, 4, and 12 h). The proposed analysis was performed using three fillers (one pure limestone and two limestone-based fillers) and two asphalt binders, neat and 3.5 % Styrene-butadiene-styrene (SBS) modified, respectively. The validation of the testing protocol also involved the analysis of the operator sensitivity using the one-way ANOVA statistical test. The results showed that the testing protocol is not operator-sensitive and allows the LVE behavior to be kept in the small-strain domain. The results also indicated that the m-value seems to interpret the accumulation of the permanent deformation for the mastic materials, which may be used as the property of materials, well. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed October 27, 2022. =650 \0$aMinerals. =650 \0$aPavements$xPerformance. =650 \0$aAsphalt emulsion mixtures$xTesting. =700 1\$aRomeo, Elena,$eauthor. =700 1\$aTebaldi, Gabriele,$eauthor. =700 1\$aMontepara, Antonio,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 5 (September 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220078.html =LDR 03617nab a2200445 i 4500 =001 JTE20220157 =003 IN-ChSCO =005 20221027061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 221027s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220157$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220157$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD169 =082 04$a546.72$223 =100 1\$aAhmed, E. M.,$eauthor. =245 10$aCalorimetric Analysis and Dielectric Properties of Se Te Ge Chalcogenide Alloy /$cE. M. Ahmed, A. A. Atta, H. H. Wahba. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this article, the amorphous structure of chalcogenide alloy Se50Te45Ge5 is confirmed by x-ray diffraction analysis with under-constrained nature. The differential scanning calorimeter study is made for the alloy at different heating rate α. The Tg and Tc of the alloy are found to increase, whereas Tm appears to decrease with increasing α. The mean activation energy for transition and crystallization are found to be around 160 and 150 kJ/mol, respectively. The fragility index is found to decrease with the increase of α. The crystals are established to grow in two dimensions within the glass network. On the other hand, the dielectric constant and loss are studied at frequencies between 30 Hz and 1 MHz and at temperatures between 20 and 300 K. The dielectric modulus of the experimental data is then analyzed using different models. Suitable fitting to the practical data is attained by the application of Davidson–Cole formalism with γ-values ranging from 0.82 to 0.99 with increasing of the temperature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed October 27, 2022. =650 \0$aNanocomposites (Materials) =650 \0$aChalcogenides. =700 1\$aAtta, A. A.,$eauthor. =700 1\$aWahba, H. H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 5 (September 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220157.html =LDR 03617nab a2200445 i 4500 =001 JTE20220048 =003 IN-ChSCO =005 20221027061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 221027s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220048$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220048$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.85$223 =100 1\$aUzan, Jacob,$eauthor. =245 10$aUniaxial Tension Fatigue Test of Asphalt Concrete—An Improved Framework /$cJacob Uzan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe stress and strain distributions in the uniaxial tension fatigue test are homogeneous and are better estimated than in the beam fatigue test. This condition is of utmost importance when analyzing the test using viscoelastic continuum damage (VECD). The uniaxial tension is nowadays conducted using crosshead displacement control. The strain control condition is difficult to realize with crosshead control. The paper proposes to use two extensometers with an averaging cable to control the strain in the central part of the specimen in the same manner as the load cell is used to control the stress and avoid the problems caused by the crosshead displacement control. The fatigue test history contains millions of data points and poses some difficulties in using the full-time history in the analysis of the test. It is proposed to conduct dynamic modulus and uniaxial tension fatigue tests on the same specimen and to implement numerical integration that reduces the computation effort. The analysis of two fatigue tests suggests that, with the full-time history, it is possible to: (1) Obtain an additional damage parameter, in addition to the maximum pseudo stiffness (PS). The maximum PS is calculated from the peaks of the stress and pseudo strain and represents the material state at the peak loading condition and at failure. The slope PS is calculated at beginning of the loading as the ratio of the damaged and undamaged moduli. It represents the material state at the end of the loading cycle; and (2) To make a more accurate estimation of the internal variable S which may be used as a material performance parameter. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed October 27, 2022. =650 \0$aPavements, Flexible$xDesign and construction. =650 \0$aCivil engineering. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 5 (September 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220048.html =LDR 03617nab a2200445 i 4500 =001 JTE20210702 =003 IN-ChSCO =005 20221027061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 221027s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210702$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210702$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a620.136$223 =100 1\$aWang, Yajian,$eauthor. =245 14$aThe Testing Methods and Prediction Models for Concrete Corrosion in Sewer Pipelines: A State-of-the-Art Review /$cYajian Wang, Pengpeng Li, Linbing Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (25 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aMicrobiologically induced concrete corrosion (MICC) is a specific occurrence in sewer systems where the cementitious materials are eroded toward a paste by microbiological processes. MICC has been one of the factors causing huge asset losses and urban hazards worldwide. Addressing this issue, some tests investigating the long-term performance of sewer pipes have been carried out, and a good number of testing data has been accumulated since the end of the 19th century. In this paper, these experimental works and results are collected in the expectation that they serve as a basis for service life prediction. Therefore, long-term performance test methods for sewage pipes including sulfuric acid (H2SO4) acid immersion, microbial feeding chambers, demonstration plants, in situ tests, artificially enhanced effluent erosion, and artificial pipe wall thinning are comprehensively reviewed. Meanwhile, the applicability of each method is discussed regarding its merits. Furthermore, the proposed data-driven corrosion models are outlined, and it is found that the input data for these models are primarily testing results because of the incomplete and lack of historical operational data sets. Future efforts aimed at the remaining life prediction for sewer pipelines are also suggested. The present work will serve as a guide and offer new insights for those who are preparing to investigate the long-term performance of sewer pipes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed October 27, 2022. =650 \0$aConcrete$xCorrosion. =650 \0$aConcrete. =700 1\$aLi, Pengpeng,$eauthor. =700 1\$aWang, Linbing,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 5 (September 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210702.html =LDR 03617nab a2200445 i 4500 =001 JTE20220063 =003 IN-ChSCO =005 20221027061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 221027s2022\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220063$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220063$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1449 =082 04$a677$223 =100 1\$aSerdar, Serap Gamze,$eauthor. =245 10$aDesign and Development of a Repetitive Bending Tester for Bending Deformation in Textile Fabrics and Bonded Joints /$cSerap Gamze Serdar, Raşit Arsoy, İbrahim Üçgül. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2022. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIt is critical to investigate the technical performance of non-stitch joining methods that have become prevalent recently. While examining the bonding strength and the factors that affect the strength of adhesive bonding in textiles, a bending test device was designed and produced to investigate the repetitive bending deformation. The novel test device provides bending deformation and tensile stress to the fabrics at different angles with its oscillating motion. The effects of repetitive bending deformation on fabric strength and adhesive bonding strength were investigated. The experimental analysis showed that repetitive bending deformation did not have a significant effect on the tensile strength of cotton/polyester blend and cotton fabrics. However, strength loss was observed in polyester fabric and cotton/elastane blended fabric samples. Moreover, significant reductions in bonded textile joint strength were observed even in the case of much less repetitive bending exposure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed October 27, 2022. =650 \0$aTextile fabrics. =650 \0$aTextile industry. =700 1\$aArsoy, Raşit,$eauthor. =700 1\$aÜçgül, İbrahim,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 5 (September 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220063.html =LDR 03678nas a2200865 i 4500 =001 JTE505 =003 IN-ChSCO =005 20221027061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 221027c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: Volume 50, Issue 5 (September 2022) (viewed October 27, 2022). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttps://www.astm.org/journals/volume/listing/coden/JTEVAB/issue/5/volume/50/online-issue-date/2022-09-01+00%3A00%3A00/ =LDR 03617nab a2200445 i 4500 =001 JTE20210443 =003 IN-ChSCO =005 20230127161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230127s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210443$2doi =037 \\$aJTE20210443$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7872 =082 04$a006.22$223 =100 1\$aWang, Bo,$eauthor. =245 10$aEnergy Saving Configuration of Embedded Sensor Transfer Nodes in the LOT for Dust Movement Monitoring in an Atmospheric Environment from the Health Perspective /$cBo Wang, Xuliang Yao, Yongqing Jiang, Chao Sun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn order to reduce the energy consumption of sensor transfer nodes in atmospheric environment monitoring, the energy-saving configuration of embedded sensor transfer nodes in the Internet of Things (IOT) for dust movement monitoring in the atmospheric environment is proposed. Firstly, the wireless sensor network technology is analyzed. Combined with the characteristics of data transmission in the process of dust movement monitoring in the atmospheric environment, the energy-saving configuration of an embedded sensor transfer node in the Internet of Things is designed, and sleep scheduling is introduced into the data transmission module. According to the spatial correlation of dust movement in the atmosphere, different state areas are divided, and the optimal node is selected as the representative node of the monitoring area data transmission to reduce energy consumption of nodes. The simulation results show that the time of dead nodes is about 150 rounds, and the energy consumption is kept at 0.0025 J/round, and it is basically stable without obvious energy consumption fluctuation. It realizes the energy saving of specialized nodes in sensors and improves the operation life of sensor networks. It has certain research value. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 25, 2023. =650 \0$aWireless sensor networks. =650 \0$aEmbedded computer systems. =650 \0$aElectronic circuits. =700 1\$aYao, Xuliang,$eauthor. =700 1\$aJiang, Yongqing,$eauthor. =700 1\$aSun, Chao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210443.html =LDR 03617nab a2200445 i 4500 =001 JTE20210445 =003 IN-ChSCO =005 20230127161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230127s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210445$2doi =037 \\$aJTE20210445$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.9 =082 04$a004.678$223 =100 1\$aYang, Xiuying,$eauthor. =245 10$aDesign of Internet of Things Information Interactive Perception System Based on 5G Mobile Communication Technology in a Hospital Network /$cXiuying Yang, Xiaohong Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn the communication process of 5G big data Internet of Things, because of the difference of communication data, the data interaction process needs information mutual recognition scheduling, which greatly reduces the effectiveness of the interactive perception system. In order to improve the real-time performance of platform interaction in the Internet of Things environment, an Internet of Things information interaction perception system based on 5G mobile communication technology is designed. This is mainly important in a hospital network. The system perception layer completes the accurate acquisition of Internet of Things information through data acquisition module and transmits it to the application layer through 5G mobile communication module in the network layer. The intelligent interaction module based on context awareness in the application layer will be heterogeneous and unstructured. The Internet of Things perceived data is encapsulated in context as a unified data processing object of the Internet of Things. The context rule-matching algorithm based on Storm is used to achieve accurate matching between heterogeneous and unstructured perceptual data and rules, and an interactive perceptual parallel query scheduling strategy is used to achieve the optimal scheduling of information mutual perception in the Internet of Things. The results show that there is a positive correlation between the validity of sensing temperature information and the amount of sensing data. The average data processing delay of the system is stable at 50 ms, which meets the real-time requirement of data processing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 25, 2023. =650 \0$aBig data. =650 \0$aInternet. =650 \0$aInternet of things. =700 1\$aChen, Xiaohong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210445.html =LDR 03617nab a2200445 i 4500 =001 JTE20210446 =003 IN-ChSCO =005 20230127161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230127s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210446$2doi =037 \\$aJTE20210446$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC863 =082 04$a372.85$223 =100 1\$aZhang, Haiying,$eauthor. =245 10$aData Acquisition of Ambulatory Air Pressure Test Device Based on Fuzzy Algorithm /$cHaiying Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe data of air pressure test device have different resistive currents under different load strengths, so it is necessary to collect the data of locomotive air pressure test device automatically, and the automatic data acquisition method of locomotive pressure test device based on fuzzy algorithm is put forward. Such elements can also be integrated to the health care system. The input control variable model of locomotive air pressure test device data calculation is constructed. Under the adjustment of pressure and pressure gain, the locomotive no-load output pressure is used as the state characteristic quantity, the output stability of locomotive pressure test device data is analyzed under the mode of high switching frequency, and the electromagnetic interference characteristics of locomotive pressure test device data output are analyzed by combining the adaptive error feedback adjustment method. According to the fuzzy state characteristics of locomotive air pressure test device, the vibration analysis and error adjustment of locomotive pressure test device data are carried out, and the adaptive parameter fusion model of locomotive pressure test device data is established. Combined with virtual air pressure adaptive control and output power adaptive adjustment method, the automatic data acquisition of locomotive pressure test device is realized. The simulation results show that the automatic data acquisition accuracy and stability of the locomotive air pressure test device are high, and the adaptability and environmental adaptability of the data calculation of the locomotive pressure test device are improved. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 25, 2023. =650 \0$aScience$xExperiments. =650 \0$aWeather$xExperiments. =650 \0$aWeather. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210446.html =LDR 03617nab a2200445 i 4500 =001 JTE20210447 =003 IN-ChSCO =005 20230127161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230127s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210447$2doi =037 \\$aJTE20210447$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1800 =082 04$a621.38275$223 =100 1\$aLu, Xiaocui,$eauthor. =245 10$aIdentification Method of Conductance Fluctuation Signal of Fiber Bragg Grating Bio-Sensor /$cXiaocui Lu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTraditional conductance fluctuation signal recognition methods are difficult to realize multiresolution recognition, resulting in low recognition accuracy and efficiency. Therefore, a new conductance fluctuation signal recognition method of fiber Bragg grating sensor is proposed in this paper. Firstly, the conductance fluctuation signal of fiber Bragg grating sensor is extracted by wavelet transform; secondly, the conductance fluctuation signal is segmented by autocorrelation function to realize the five-level wavelet decomposition of conductance fluctuation signal; finally, the tower algorithm is used to realize the multiresolution identification of conductance fluctuation signal, and the identification of conductance fluctuation signal of fiber Bragg grating sensor is realized. In order to verify the effectiveness of this method, a comparative experiment is designed. The results show that this method can effectively improve the accuracy of signal feature recognition and reduce the time and delay of signal feature recognition. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 25, 2023. =650 \0$aOptical fibers. =650 \0$aOptical detectors. =650 \0$aDiffraction gratings. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210447.html =LDR 03617nab a2200445 i 4500 =001 JTE20210449 =003 IN-ChSCO =005 20230127161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230127s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210449$2doi =037 \\$aJTE20210449$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.9 =082 04$a005.741$223 =100 1\$aMa, Zhijun,$eauthor. =245 10$aAn Optimization Algorithm of Overseas Surgical Warehouse Location of Cross-Border Medical Supply Chain Network Based on Parallel Big Data Mining /$cZhijun Ma. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aBecause the current algorithm fails to combine the actual needs of the demand area to build the market-value evaluation system, the user satisfaction and optimal probability decrease, and the minimum cost of the system increases. This paper proposes an optimization algorithm of overseas surgical warehouse location in the cross-border medical supply chain network based on parallel big data mining. Taking the overseas warehouse location problem of cross-border e-commerce enterprises as the research background, the paper establishes an overseas warehouse with parallel big data mining technology in the case of domestic supply points determined, so as to meet the demand of the overseas market for distribution services. According to the cross-border transportation cost, local transportation cost, and warehouse building operation cost, the total logistics cost of overseas warehouse mode is composed; the actual demand of overseas warehouse location is analyzed; and the market value is introduced into the decision-making of overseas warehouse location. Through the preliminary analysis of the factors affecting the market value, combined with the level analysis method, the market-value evaluation system of demand area is constructed, and the market value right of each demand area is calculated. By introducing the concept of time window, the customer satisfaction function is established based on whether the delivery time meets the customer's psychological expectation; by introducing market value and customer satisfaction, the multi-objective location model of customer satisfaction considering cost and market value is established. The improved particle swarm optimization algorithm is applied to the multi-objective model to solve the multi-objective location problem with constraints, so as to obtain a higher market share and determine the best location. Simulation results show that the proposed algorithm can effectively improve user satisfaction and optimal probability and reduce the lowest cost of the system. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 25, 2023. =650 \0$aData mining. =650 \0$aComputer science. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210449.html =LDR 03617nab a2200445 i 4500 =001 JTE20210450 =003 IN-ChSCO =005 20230127161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230127s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210450$2doi =037 \\$aJTE20210450$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.9 =082 04$a005.741$223 =100 1\$aLiu, Xiaorui,$eauthor. =245 10$aIntelligent Visual Path Selection for Health Industry Robots Based on Data Mining /$cXiaorui Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe robot intelligent visual path selection method is of great importance to improving the performance of industrial robots, including in the health industry. An optimization design method for robot visual path selection system is proposed. The application of this tool also can be in relation to the health industry for medical images. Based on data mining, the intelligent visual image is preprocessed by grayscale, histogram equalization, denoising, and so on. According to the different environments of image detection, an appropriate method is chosen to extract the edge of the image and calculate the regression of data mining. The coordinate system in the path recognition system is transformed, and the robot motion path model is established. Based on the analysis of the optimal path data, the visual path planning of the robot is realized. The experimental results show that the visual path selection method can realize the path planning of the robot efficiently and accurately. The same came be extended to preamble path planning for surgical procedures in order to assist doctors. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 25, 2023. =650 \0$aData mining. =650 \0$aComputer science. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210450.html =LDR 03617nab a2200445 i 4500 =001 JTE20210453 =003 IN-ChSCO =005 20230127161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230127s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210453$2doi =037 \\$aJTE20210453$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1634 =082 04$a006.37$223 =100 1\$aLiu, Jiangping,$eauthor. =245 10$aPrediction of Milk Protein Content in Milk for Health Hygiene Based on Hyperspectral and Convolutional Neural Network /$cJiangping Liu, Jiutai Jia, Heru Xue, Xin Pan, Yilei Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn order to achieve the prediction of milk protein content in milk from hygiene and health point of view, this paper uses the spectral characteristics of milk hyperspectral to propose a predictive modeling method based on convolutional neural network (CNN). In this experiment, 45 samples of milk with different concentration of protein were collected by visible/near infrared hyperspectral imaging system, and the number of samples was expanded to 4,500 by region of interest extraction, the obtained absorption spectra were processed using the Savitzky–Golay smoothing, then a 1-D CNN was used to establish the prediction model. The result of experiment indicates that the CNN model can basically complete the task of protein content prediction in milk, and the determinant coefficient of calibration set, determinant coefficient of prediction set, root mean square error of calibration set, and root mean square error of prediction set of the CNN model are 0.9071, 0.9101, 0.1159 g/(100 mL), and 0.1044 g/(100 mL), respectively. In order to verify the predictive ability of CNN, comparative experiments were carried out using more traditional partial least square regression (PLSR) and support vector regression (SVR), the experiment result shows the CNN model has the largest R2 and the smallest root mean square error. Comparing with the optimized PLSR and SVR models (dimension reduction), CNN model still has a best fitting effect. To summarize, the CNN model can fully use the spectral features of milk to achieve a higher precision prediction of milk protein content, and it has a lower demand for data preprocessing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 25, 2023. =650 \0$aComputer vision$xMathematical models. =650 \0$aNeural networks (Computer science) =650 \0$aConvolutions (Mathematics) =700 1\$aJia, Jiutai,$eauthor. =700 1\$aXue, Heru,$eauthor. =700 1\$aPan, Xin,$eauthor. =700 1\$aLiu, Yilei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210453.html =LDR 03617nab a2200445 i 4500 =001 JTE20210455 =003 IN-ChSCO =005 20230127161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230127s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210455$2doi =037 \\$aJTE20210455$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC20.7 =082 04$a539.72$223 =100 1\$aLiu, Wei,$eauthor. =245 10$aAnti-malicious Attack of Wireless Sensor Hospital Networks Based on Improved Particle Swarm Optimization Algorithm /$cWei Liu, Fei Yin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (6 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn view of the problem that the current wireless sensor network is vulnerable to malicious attacks, mainly in hospitals where it is very important for data about each person to be secure, the security and stability of the wireless sensor network can be better guaranteed. An improved anti-malicious attack method for wireless sensors in hospital networks based on improved particle swarm optimization is proposed. The distributed network attack detection algorithm is used to calculate the trust value of the data packet in the wireless network. By setting the threshold value of the trust value, when the wireless network data packet trust value is less than the set threshold, a network malicious attack occurs. In order to protect the security of the network, it is necessary to block the malicious intrusion of the network with the lowest cost. The improved particle swarm optimization algorithm is used to solve the attack model, and the optimized solution of the minimum key strategy set of the attack graph is obtained, which successfully blocks the attack of the malicious network. The experimental results show that the proposed method has a long duration of anti-malicious attacks on wireless sensor networks, and the network vulnerability after anti-malware attacks is low. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 25, 2023. =650 \0$aSwarm intelligence. =650 \0$aMathematical optimization. =650 \0$aParticles (Nuclear physics) =700 1\$aYin, Fei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210455.html =LDR 03617nab a2200445 i 4500 =001 JTE20210456 =003 IN-ChSCO =005 20230127161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230127s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210456$2doi =037 \\$aJTE20210456$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.585 =082 04$a004.6782$223 =100 1\$aZhao, Nannan,$eauthor. =245 10$aImprovement of Cloud Computing Medical Data Protection Technology Based on Symmetric Encryption Algorithm /$cNannan Zhao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe traditional data-protection method has the advantages of a long average secrecy time and low encryption efficiency in healthcare. This paper proposes an improved method of cloud-computing data-protection technology based on a symmetric encryption algorithm. According to the characteristics of cloud computing, a trusted communication channel for virtual machine monitoring is established on users and servers. The cloud-computing data-protection technology with four functional modules of “multi-copy protection,” “file access,” “integrity verification,” and “accountability” is deployed in the channel by using the improved symmetrical encryption differential-algebraic equations algorithm combined with the symmetrical encryption algorithms data encryption standard and advanced encryption standard to do the following: bind the identity of cloud-service providers; realize mixed encryption of plaintext segmentation; and add random interference information. These clusters are built on Hadoop to simulate the cloud-computing environment. The experimental results show that the average encryption and decryption times of this method are the best under different data amounts. At the same time, the encryption efficiency and throughput are over 95 %. The protection effect of this method on cloud-computing data is verified. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 25, 2023. =650 \0$aCloud computing. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210456.html =LDR 03617nab a2200445 i 4500 =001 JTE20210458 =003 IN-ChSCO =005 20230127161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230127s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210458$2doi =037 \\$aJTE20210458$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK5105 =082 04$a621.38043$223 =100 1\$aChen, Ying,$eauthor. =245 10$aAn Algorithm of Long Term Evolution-5G Data Transmission Based on Gray Fuzzy Bayesian Network to Monitor Health Parameters /$cYing Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAiming at the problems of poor data transmission accuracy and small transmission bandwidth in mobile communication systems, this paper proposes an Long Term Evolution-5G (LTE-5G) data transmission algorithm based on gray theory. On the basis of LTE-5G data mapping, the constellation graph of LTE-5G data transmission was designed so as to complete the one-time formation of data transmission and reduce the influence of Rayleigh noise on the normal mapping process of data. Aiming at the channel error caused by the crossing phenomenon between projections in the transmission constellation and the regional overlapping phenomenon, the gray fuzzy Bayesian network was used to process the gray fuzzy domain and probability data. The results of fuzzy data evaluation were transformed into knowledge in the probability domain by the theory of probability conversion. In the probability knowledge domain, the Bayesian network reasoning algorithm was used to extract the fuzzy data. And then, a grouped fault-tolerant model of transmission constellation was constructed. The protocol fields were repaired by the maximum posterior estimation of the receiver. Finally, the forward error control without the coding sender was completed. Thus, the accuracy of LTE-5G data transmission was improved. Experimental results show that the proposed algorithm has higher data transmission accuracy and bandwidth. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 25, 2023. =650 \0$aData transmission systems. =650 \0$aDigital communications. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210458.html =LDR 03617nab a2200445 i 4500 =001 JTE20210459 =003 IN-ChSCO =005 20230127161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230127s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210459$2doi =037 \\$aJTE20210459$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7872 =082 04$a621.3821$223 =100 1\$aLiang, Shujun,$eauthor. =245 10$aData Aggregation Algorithm of Sensor Network Nodes for Health Monitoring Based on Fuzzy Clustering /$cShujun Liang, Jing Cheng, Jianwei Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWireless human body sensor networks are widely used, but because of hardware and environmental constraints, their nodes have problems such as unsustainable energy and weak computing capabilities. To further improve the efficiency of data aggregation for health monitoring, a fuzzy clustering based data aggregation algorithm is presented. Based on the fuzzy clustering algorithm of distributed wireless sensors, this work analyzes the processing mechanism of distributed data and introduces an optimal weighted weighting algorithm, thereby obtaining the optimal weight distribution coefficient of each sensor, results of node variance evaluation, and corresponding data aggregation through distributed data processing. The proposed algorithm is of great significance to improve the accuracy of data collection and reduce the overall energy consumption of the network. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 25, 2023. =650 \0$aSensor networks. =650 \0$aElectrical engineering. =650 \0$aWireless sensor networks. =700 1\$aCheng, Jing,$eauthor. =700 1\$aZhang, Jianwei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210459.html =LDR 03617nab a2200445 i 4500 =001 JTE20210460 =003 IN-ChSCO =005 20230127161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230127s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210460$2doi =037 \\$aJTE20210460$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK5102.9 =082 04$a621.3822$223 =100 1\$aZhang, Ting,$eauthor. =245 10$aTechnical Repair Method of Poyang Bodiless Lacquerware Based on Scale-Invariant Feature Transform Algorithm for Healthcare Vision /$cTing Zhang, Chao Deng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAiming at the problems of poor detection accuracy and low efficiency caused by the lack of image contour scale in the traditional detection method of internal cracks in lacquerware, a technical repair method of Poyang bodiless lacquerware based on scale-invariant feature transform algorithm is proposed. Based on the television noise reduction model, the decomposition model of the surface image of bodiless lacquerware is constructed. The extreme value of the energy function is calculated by using the image energy model. According to the calculation results and the Euler Lagrange equation, the decomposed surface image of bodiless lacquerware is obtained. According to the surface image decomposition model of bodiless lacquerware, the structure curvature and color of the defect image of bodiless lacquerware surface are obtained, and the similarity edge is measured to get the similarity edge. Through the similarity edge, the connection of the defect part of the image is completed, and the reconstructed complex surface image of bodiless lacquerware is obtained to complete the technical repair of Poyang bodiless lacquerware. The experimental results show that the research method has higher detection accuracy, faster detection speed, better efficiency, accuracy, and feasibility. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 25, 2023. =650 \0$aElectronic noise. =650 \0$aSignal processing. =650 \0$aSignal processing$xDigital techniques. =700 1\$aDeng, Chao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210460.html =LDR 03617nab a2200445 i 4500 =001 JTE20210461 =003 IN-ChSCO =005 20230127161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230127s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210461$2doi =037 \\$aJTE20210461$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC20.7 =082 04$a539.72$223 =100 1\$aZhang, Jiaying,$eauthor. =245 10$aSimulation of Medical Data Cloud Information Storage Encryption Based on Fuzzy Particle Swarm Optimization /$cJiaying Zhang, Ning Jia. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn order to reduce the information storage load of network library and improve the security of medical data cloud information storage, information encryption design is needed. Therefore, a cloud information storage encryption simulation based on fuzzy particle swarm optimization algorithm is proposed. Firstly, a complex database access model based on fuzzy particle swarm optimization algorithm is constructed, the encrypted statistical features of cloud storage information are extracted, and the random scrambling matching method is used for coding correction. Fuzzy particle swarm clustering realizes the fusion of cloud information output results and realizes the optimization of cloud information storage encryption. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 25, 2023. =650 \0$aSwarm intelligence. =650 \0$aMathematical optimization. =650 \0$aParticles (Nuclear physics) =700 1\$aJia, Ning,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210461.html =LDR 03617nab a2200445 i 4500 =001 JTE20210462 =003 IN-ChSCO =005 20230127161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230127s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210462$2doi =037 \\$aJTE20210462$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA248.5 =082 04$a511.313$223 =100 1\$aLv, Yang,$eauthor. =245 10$aDesign of an Automatic Monitoring Model for Real-Time Data Flow in Network Based on Fuzzy Clustering Analysis for Health Analysis /$cYang Lv. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe current automatic monitoring model of real-time data flow in network has poor data clustering ability, which leads to a poor data flow clustering effect and a high memory occupation rate when the model is applied. To solve this problem, based on the data processing point of view, this paper designs an automatic monitoring model for real-time data flow in network based on fuzzy clustering analysis. The threshold sampling method is used to complete the dynamic sampling of real-time data in network. The Principal Component Analysis (PCA) method sorts out the eigenvectors in the data flow and solves them. According to the collected data flow samples, fuzzy clustering analysis algorithm combined with feature vector is used to realize the automatic monitoring of real-time data flow in network. So far, the design of automatic monitoring model for real-time data flow in network based on fuzzy clustering analysis is completed. The experimental results show that the fuzzy clustering model is better than the current model. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 25, 2023. =650 \0$aData mining. =650 \0$aFuzzy logic. =650 \0$aArtificial intelligence. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210462.html =LDR 03617nab a2200445 i 4500 =001 JTE20210463 =003 IN-ChSCO =005 20230127161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230127s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210463$2doi =037 \\$aJTE20210463$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD381 =082 04$a541.39$223 =100 1\$aKang, Yuanyuan,$eauthor. =245 10$aStudy on Comprehensive Discrimination Method of Fluid Phase Behavior in Low-Permeability Reservoir for Blood Flow Modelling /$cYuanyuan Kang, Jianguo Lv, Yongyao He. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTaking the low-permeability reservoir of complex sandy conglomerate reservoir of Kongdian Formation in Bozhong structure as the research goal, the comprehensive discrimination method of fluid phase state category of low-permeability reservoir is studied. This article analyzes the division method, genesis, and geological characteristics of low-permeability reservoirs and the distribution law of fluid phase. Based on the gas state equation and gas-liquid phase equilibrium equation, combined with thermodynamic theory, hydrocarbon fluid phase simulation is carried out by calculating bubble point pressure, dew point pressure, and other parameters. Combining the analysis results of fluid composition of typical wells, the fluid types of low-permeability reservoirs in complex glutenite reservoirs of Kongdian Formation in Bozhong structure are comprehensively distinguished by using phase diagram discrimination method and empirical statistical method of hydrocarbon composition combination parameters. The results show that the phase diagram discrimination method is consistent with the empirical statistical method of hydrocarbon composition combination parameters, and the discrimination accuracy of phase state category is close to 100 %. It is concluded that the low-permeability reservoir of complex sandy conglomerate reservoir of Kongdian Formation in Bozhong structure is mainly oil-free condensate gas reservoir. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 25, 2023. =650 \0$aPolymers$xBiodegradation. =700 1\$aLv, Jianguo,$eauthor. =700 1\$aHe, Yongyao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210463.html =LDR 03617nab a2200445 i 4500 =001 JTE20210464 =003 IN-ChSCO =005 20230127161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230127s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210464$2doi =037 \\$aJTE20210464$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1634 =082 04$a006.37$223 =100 1\$aMao, Yingying,$eauthor. =245 12$aA Hybrid Particle Size Algorithm for Classification of Hygienic Fruit and Vegetable Images Based on Convolution Neural Network from Health Perspective /$cYingying Mao, Hao Yuan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn order to improve the clarity of selection of hygienic fruit and vegetable images, a hybrid granularity classification algorithm for fruit and vegetable images based on convolutional neural network is proposed. The edges of fruit and vegetable images are detected, and the fruit and vegetable images are preprocessed under the convolutional neural network. The fruit and vegetable images are sampled in the form of equal intervals, the mixed noise in the fruit and vegetable images is judged, and the window pixels are marked. Finally, the wavelet threshold algorithm is used to filter the noise of the fruit and vegetable image, and the wavelet of the effective low-frequency signal is reconstructed combined with the convolution neural network the mixed noise filtered fruit and vegetable image is obtained by using the threshold high frequency signal coefficient and the threshold high frequency signal coefficient. Experimental results show that the algorithm has high definition, good denoising effect, and high measurement accuracy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 25, 2023. =650 \0$aComputer vision$xMathematical models. =650 \0$aNeural networks (Computer science) =650 \0$aConvolutions (Mathematics) =700 1\$aYuan, Hao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210464.html =LDR 03617nab a2200445 i 4500 =001 JTE20210466 =003 IN-ChSCO =005 20230127161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230127s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210466$2doi =037 \\$aJTE20210466$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ325.5 =082 04$a006.31$223 =100 1\$aDeng, Yudong,$eauthor. =245 10$aEffect of Different Doses of Vitamin C Supplementation on Health and Performance of Badminton Players Based on Machine Learning /$cYudong Deng, Peihua Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe Olympic Games are one of the most watched events in the world. The International Badminton Federation (IBF) began preparations for the Olympics in 1970, but the IBF World Championships were not until June 5, 1985. The 1992 Barcelona Olympics finally established badminton as an official sport. Athletes win their own honors during the competition. Under the competition field, athletes also attach great importance to their health. Many elements are beneficial to the body and also to athletes. Vitamins are one of the most important elements for athletes as the basis for achieving high scores. This article aims to study the effect of different doses of vitamin C (Vit.C) supplementation on health aspects based on machine learning for improving the performance of badminton players. In order to explore the different effects of different doses of Vit.C on the performance of athletes, 12 badminton players are taken as the object to control the intake of Vit.C to detect the relevant indicators of athletes’ physical fitness and to research and analyze the experimental results. The results of the study prove that different doses of Vit.C supplementation can affect the performance of badminton players. Vit.C helps the immune system resist viral and bacterial infections by enhancing the body’s immune function and bacterial activity. Different Vit.C supplements have different effects on athletes’ performance. There is an important connection: too much or too little will lead to a higher than normal 15 % or lower than normal 5 %; the overall change is about 5–25 %. Based on the detection method of machine learning, this paper studies the healthcare detection method of Vit.C on the performance improvement of badminton players and finally found that the method of detecting Vit.C in badminton players based on machine learning is very effective and can significantly improve the performance of badminton players. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 25, 2023. =650 \0$aMachine learning. =700 1\$aLiu, Peihua,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210466.html =LDR 03617nab a2200445 i 4500 =001 JTE20210467 =003 IN-ChSCO =005 20230127161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230127s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210467$2doi =037 \\$aJTE20210467$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRA440 =082 04$a613.03$223 =100 1\$aWang, Leifeng,$eauthor. =245 10$aProblems and Countermeasures of Sharing Ideas of the Effectiveness of Ideological and Political Course Teaching in Colleges and Universities from the Perspective of Creative Education /$cLeifeng Wang, Weiwei Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWith the advancement of information technology, innovation health education has achieved unprecedented growth and has fully penetrated into the ideological and political health education research. The purpose of this article is to analyze the sharing concept of the effectiveness of ideological and political teaching in colleges and universities from the perspective of innovative education and how to take effective measures to seize the opportunity of innovative education, maximize the use of favorable conditions, reduce adverse effects, and improve efficiency in colleges and universities teaching reform of ideological and political courses. This research is based on the perspective of innovative education and focuses on the common concept of the effectiveness of ideological and political education. Through literature analysis, systematic research, multidisciplinary integrated research, and analytic hierarchy, the effectiveness of the teaching of ideological and political courses in universities focuses on the issue of shared ideas for research. A series of effective measures are put forward to address the issue of shared ideas about the effectiveness of university politics course teaching. The experimental results of this research show that the actual effect of university ideology and political theory courses is through the establishment of a practical teaching level model of ideological and political theory courses in universities, and it exists in the effectiveness of current political courses. Forms (60.2 %) accounted for the largest proportion, followed by unsatisfactory practical effects (40.5 %), and the least problematic was the irregular organization of practical teaching (22.6 %). Therefore, in the perspective of innovative education, we should strengthen the ideological and political theory teaching in colleges and universities to share the concept of development and improve the effectiveness of teaching. In addition, colleges and universities should pay attention to “shared culture,” realize shared culture, strengthen the combination of the two in ideological and political education, improve the students’ shared culture system, promote the vigorous development of socialist culture, so as to achieve a harmonious society. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 25, 2023. =650 \0$aHealth education. =650 \0$aHealth promotion. =700 1\$aLiu, Weiwei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210467.html =LDR 03617nab a2200445 i 4500 =001 JTE20210469 =003 IN-ChSCO =005 20230127161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230127s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210469$2doi =037 \\$aJTE20210469$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQ335 =082 04$a006.3$223 =100 1\$aMei, Zhu,$eauthor. =245 10$a3D Image Analysis of Sports Technical Features and Sports Training Methods Based on Artificial Intelligence /$cZhu Mei. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article studies the three-dimensional (3D) image analysis and sports training methods of sports technical characteristics. This research uses the current sports technology diagnostic 3D video analysis system as a platform to build a database and knowledge base based on athletes’ 3D sports information and sports parameters and uses algorithms based on artificial intelligence machine-learning machines to analyze sports data, learn from it, and learn from sports technology. Actions make analytical decisions and predictions. Then, it analyzes the human-motion behavior with the concept of traditional and virtual reality technology. The effectiveness of athletes’ technical movements, using mathematical statistics, artificial intelligence, and other research methods, integrates and draws on the research methods of sports biomechanics, graphical imaging, human anatomy, expert systems, and neural networks. A neural network not only inherits certain characteristics of biology but also has its own unique characteristics, such as large-scale parallel processing, strong fault tolerance, and self-learning functions. Neural networks have a wide range of applications in information processing, pattern recognition, optimization, and other issues. By analyzing the application status of artificial intelligence technology in sports, the development prospects of sports training based on artificial intelligence can be inferred. Based on the acquisition of sports-related data, the evaluation of functional action modes, sports techniques, etc., is established. The multi-target feedback training method ultimately helps athletes improve their training level. Experimental data show that for the human body walking toward the camera, the rotation angle between adjacent frames is close to 0°, and the translational position is basically 5 cm. The experimental results show that 3D image analysis and related sports training methods based on specific sports technical characteristics are conducive to athletes’ performance improvement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 25, 2023. =650 \0$aArtificial intelligence. =650 \0$aArtificial intelligence$xStudy and teaching. =650 \0$aArtificial intelligence$xData processing. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210469.html =LDR 03617nab a2200445 i 4500 =001 JTE20210477 =003 IN-ChSCO =005 20230127161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230127s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210477$2doi =037 \\$aJTE20210477$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL153.5 =082 04$a629.255$223 =100 1\$aOmar, Khalid Riyadh,$eauthor. =245 10$aImpacts of Pre-contamination Moisture Content on Mechanical Properties of High-Plasticity Clay Contaminated with Used Engine Oil /$cKhalid Riyadh Omar, Behzad Fatahi, Lam Dinh Nguyen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (27 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe oil contamination of soils and the remediation techniques to enhance the engineering properties of the ground have been an emerging challenge in the geoenvironmental field. While several studies were conducted to examine the behavior of the contaminated granular soils, little is known about the mechanical properties of the oil-contaminated clays. This paper investigates the impacts of the in situ pre-contamination moisture content (PMC) on the behavior of fine-grained soil contaminated with various levels of used engine oil. Extensive laboratory experiments were performed on sandy clay with different initial moisture conditions and various amounts of used engine oil varying from 0 to 16 %. The experimental results, including the Atterberg limits, linear shrinkage (LS), unconfined compressive strength, shear strength, and small-strain shear modulus in conjunction with microstructural image analysis, were reported and discussed. It is observed that when oil content was increased, both LS and plastic limit (PL) increased while the liquid limit decreased in the contaminated soil. Moreover, the inclusion of engine oil contributed to the reduction in the plasticity index, which was also impacted by the PMC of the soil. An increment in the PL was correlated with a significant decrease in shear strength, shear modulus, and other associated parameters such as friction angle and cohesion. In agreement with the results, a broader range of elasticity and improved stability at the microstructure level was associated with a lower pre-contamination water content (PMC). Overall, this paper shows that knowledge of site moisture levels before contamination is essential to evaluate the implications of contamination by used engine oil. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 25, 2023. =650 \0$aLubricating oils$xViscosity. =650 \0$aViscosity. =650 \0$aLubricating oils. =700 1\$aFatahi, Behzad,$eauthor. =700 1\$aNguyen, Lam Dinh,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 6 (November 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210477.html =LDR 03617nab a2200445 i 4500 =001 JTE20210511 =003 IN-ChSCO =005 20230127161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230127s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210511$2doi =037 \\$aJTE20210511$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1637 =082 04$a006.6$223 =100 1\$aLi, Shuo,$eauthor. =245 10$aDesign of Medical Graphic Aided Visual Elements Active Communication Algorithm in Print Advertising /$cShuo Li, Jianjun Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWhen traditional methods collect graphic aided visual elements in print advertising, there are some problems, such as low feature extraction rate and low efficiency of visual communication. Therefore, this paper designs an active communication algorithm of graphic aided visual elements in print advertising. This paper analyzes the types of graphic aided visual elements in print ads and analyzes the feature vectors of graphic aided visual elements in print ads by mapping subgraphs; the variance matrix and covariance matrix of graphic auxiliary visual elements in print advertising are constructed by normalizing the graphic auxiliary visual elements with a one-dimensional function. The active communication algorithm of graphic auxiliary visual elements in print advertising is designed by an orthogonal transformation matrix. Experimental results show that this method can effectively improve the visual recognition rate and visual communication efficiency of auxiliary elements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 25, 2023. =650 \0$aOptical pattern recognition. =650 \0$aImage processing$xDigital techniques. =650 \0$aComputer vision. =700 1\$aLi, Jianjun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210511.html =LDR 03617nab a2200445 i 4500 =001 JTE20210641 =003 IN-ChSCO =005 20230127161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230127s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210641$2doi =037 \\$aJTE20210641$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA682.455 =082 04$a624.1834$223 =100 1\$aZhong, Yixiong,$eauthor. =245 10$aResearch on Impact Factors of Workability of Roller Compacted Concrete Based on Modified Vebe Test /$cYixiong Zhong, Jialiang Yao, Jun Lin, Ding Yao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTo obtain the optimum workability of roller compacted concrete (RCC), it is necessary to fully consider the degree of influence of each component of RCC. In this research, the influence of water-cement ratio, the content of cement slurry, the content of mortar, the sand ratio, the particle size of maximum aggregate, and the content of mineral powder on the workability of RCC was studied by modified Vebe test. The results showed that the Vebe consistency decreased with the increase of water-cement ratio. The recommended range of cement slurry surplus parameter was 1.1∼1.4; the recommended range of cement mortar surplus parameter was 1.2∼1.6; mixing the fly ash and silica fume into RCC is beneficial to its workability, but the content of fly ash could not exceed 20 %, and the optimum value of the content of silica fume was between 5 and 7.5 %; and the sand ratio has a significant effect on RCC, and there is an optimal sand ratio just like ordinary concrete, which is 34 % in this study. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 25, 2023. =650 \0$aRoller compacted concrete. =700 1\$aYao, Jialiang,$eauthor. =700 1\$aLin, Jun,$eauthor. =700 1\$aYao, Ding,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 6 (November 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210641.html =LDR 03617nab a2200445 i 4500 =001 JTE20210752 =003 IN-ChSCO =005 20230127161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230127s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210752$2doi =037 \\$aJTE20210752$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7872 =082 04$a681.2$223 =100 1\$aXuan, Chunqing,$eauthor. =245 10$aDesign of Wireless Sensor Network Data Acquisition System via Health Sensor Based on Symmetric Encryption Algorithm /$cChunqing Xuan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn order to improve the data collection effect of the wireless sensor network, a data collection system based on symmetric encryption algorithm is designed via health sensor. Upload the received data to the host via RS-232 to get the working mode and clock activity. The data acquisition circuit is designed with MSP430 module. The MapReduce programming model is used to complete data collection, a symmetric encryption algorithm is introduced, and a range data encryption query scheme with privacy protection function is designed. Apply it to the node data of the wireless sensor network to realize the secure data collection of the wireless sensor network. Experimental results show that the system has the advantages of high efficiency, large amount of data collection, and high residual energy of sensor network nodes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 25, 2023. =650 \0$aSensor networks. =650 \0$aWireless communication systems. =650 \0$aWireless LANs. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210752.html =LDR 03617nab a2200445 i 4500 =001 JTE20210775 =003 IN-ChSCO =005 20230127161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230127s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210775$2doi =037 \\$aJTE20210775$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE471.2 =082 04$a552.5$223 =100 1\$aLi, Xing,$eauthor. =245 10$aDeformation Failure Mode of Slope Based on Stochastic Limit Equilibration-Material Point Method for a Hospital Environment /$cXing Li, Jun Tian. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSlope instability is a dynamic evolution process involving large slope deformation, which often determines the consequences of landslide failure. In this paper, the stochastic limit equilibration-material point method is used to study the dynamic evolution process of different failure modes of slope under the condition that the slope parameters are not uniformly distributed in the space of a hospital environment. Based on this, in this article, the influencing factors of the study on slope deformation and failure mode according to deformation and destruction will be divided into sandstone slope deformation and destruction difference weathering, the unfavorable combination of bedding structure surface and cutting layer structure surface, artificial excavation disturbance, and the deformation characteristics of failure mode and all kinds of process will be analyzed. Finally, Phase2 software was used as a tool to study the stability and failure mode of the rock slope, and it was found that both side slope angle and rock strata dip angle would have an impact on the slope deformation and failure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 25, 2023. =650 \0$aSandstone. =650 \0$aSand. =650 \0$aSedimentology. =700 1\$aTian, Jun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210775.html =LDR 03617nab a2200445 i 4500 =001 JTE20210776 =003 IN-ChSCO =005 20230127161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230127s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210776$2doi =037 \\$aJTE20210776$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aR857 =082 04$a610.28$223 =100 1\$aYang, Xi,$eauthor. =245 10$aCharacteristics Analysis of Digital Broadcast BioSignal Based on Fuzzy Integral /$cXi Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this work, an analysis method based on fuzzy integral was proposed to analyze the features of digital broadcast bio-signals. First, the signal preemphasis and normalized was conducted. Second, the signal was decomposed into different subspaces with fuzzy integrals and features of each subspace were extracted. Then standardization, dimension reduction, and characteristics analysis are conducted on the eigenvectors of each digital broadcast subspace signal to realize the characteristic analysis of digital broadcast signals. The experiment results show that the response time of this method is between 20 and 30 min, the cost is less than 10,000 RMB, and the detection probability is greater than 97 %, which indicate that the proposed method can quickly and accurately analyze the characteristics of digital broadcast bio-signals. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 25, 2023. =650 \0$aBiosensors. =650 \0$aBiomedical engineering. =650 \0$aComputer vision. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210776.html =LDR 03617nab a2200445 i 4500 =001 JTE20210777 =003 IN-ChSCO =005 20230127161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230127s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210777$2doi =037 \\$aJTE20210777$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.9 =082 04$a004.678$223 =100 1\$aTang, Yana,$eauthor. =245 12$aA Hierarchical Visualization Fusion Method for Multi-information of Unconventional Mutation Medical Big Data /$cYana Tang, Shilong Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn the process of information fusion for medical data, there are some problems, such as low precision of data cleaning and more omission of duplicate data, which lead to the unsatisfactory effect of information fusion. This paper proposes a data collection strategy of a distributed network based on linear regression analysis, constructs a perceptual unconventional mutation data model by applying linear regression analysis method, and maintains the characteristics of perceptual data to realize data collection. The ID tags taken as data Transducer Identification of Strain gage are compared. Assuming that the TIDs of two data points are the same, that is, duplicate data are detected, the detected data set flows according to the method flow. To enhance the accuracy of data cleaning and avoid omission, the hierarchical visualization fusion method of radar maps is used to achieve multi-information fusion. It was found that the proposed method can clean the redundant data accurately and realize its efficient fusion. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 25, 2023. =650 \0$aBig data. =650 \0$aInternet. =650 \0$aInternet of things. =700 1\$aZhang, Shilong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210777.html =LDR 03617nab a2200445 i 4500 =001 JTE20210783 =003 IN-ChSCO =005 20230127161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230127s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210783$2doi =037 \\$aJTE20210783$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA640.2 =082 04$a620.00151825$223 =100 1\$aZhou, Xin,$eauthor. =245 10$aResponse of Characteristics of Subway Vibration Load Based on Finite Element Method /$cXin Zhou. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAffected by the train vibration load, the frequency characteristics of the subway tunnel frequency spectrum are unstable, resulting in a low accuracy of the analysis results of the subway vibration load response characteristics. Therefore, the analysis method of the subway vibration load response characteristics based on the finite element method is designed. The acceleration index is used to evaluate the impact of vibration on the environment. According to the evaluation results, the soil constitutive model is constructed, the basic characteristics of the dynamic stress-strain relationship of the soil are analyzed, and the influencing factors of the vibration load calculation are determined. The three-dimensional finite element model of subway tunnel is established by using the finite element analysis software, and the linear time history analysis of the model is carried out by using the direct integration method. The time step is obtained to ensure the accuracy of the calculation results, so as to realize the accurate analysis of the response characteristics of subway vibration load. The experimental results show that the accuracy of the design method is high, and the frequency spectrum obtained by the analysis is basically the same as the actual frequency spectrum, which shows that the method has practical application significance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 25, 2023. =650 \0$aFinite element method. =650 \0$aFluid dynamics. =650 \0$aStructural analysis (Engineering) =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 1.$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210783.html =LDR 03617nab a2200445 i 4500 =001 JTE20220040 =003 IN-ChSCO =005 20230127161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230127s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220040$2doi =037 \\$aJTE20220040$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA682.455 =082 04$a624.1834$223 =100 1\$aZhong, Yixiong,$eauthor. =245 10$aResearch on Mix Design and Construction Application of Roller Compacted Concrete in Base /$cYixiong Zhong, Jialiang Yao, Jun Lin, Ding Yao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTo address the problems of segregation, cracking, and poor flatness of the roller compacted concrete (RCC) used in the base of the construction, this research takes the Qinglian highway rehabilitation project as the research object. Based on the filling and wrapping method, the surplus parameters of cement slurry and the surplus parameters of mortar are introduced, and the method is used to design the mix ratio of RCC. The mixing ratios of the mixture were designed by the orthogonal test method. In this research, Vebe time, compactness, 28 days flexural strength, and compressive strength were used as the evaluation indicators for each mix ratio specimen. The test results show that the optimum Vebe consistency (VC) value is 33 s, which provides good compactivity; the degree of compaction is 98.5 %, which provides good workability; the appropriate amount of cement is 190 kg/m3, which not only meets the strength requirements but also reduces the occurrence of road distresses. This research combines the practical project with mixture ratio design and uses the indicators recommended in the design process to propose methods to reduce road quality problems and to provide a scientific basis for RCC construction control. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25.00. =588 \\$aDescription based on publisher's website, viewed January 25, 2023. =650 \0$aRoller compacted concrete. =700 1\$aYao, Jialiang,$eauthor. =700 1\$aLin, Jun,$eauthor. =700 1\$aYao, Ding,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aASTM International. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =773 0\$tJournal of Testing and Evaluation.$gVolume 50, Issue 6 (November 2022).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220040.html =LDR 03693nas a2200865 i 4500 =001 JTE20230101 =003 IN-ChSCO =005 20230127061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230127c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: 2022 Volume 50, Issue 6 (November 2022) (viewed January 27, 2023). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttps://www.astm.org/journals/volume/listing/coden/JTEVAB/issue/6/volume/50/online-issue-date/2022-11-01+00%3A00%3A00/ =LDR 03693nas a2200865 i 4500 =001 JTE20230102 =003 IN-ChSCO =005 20230127061000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230127c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: 2023 Volume 51, Issue 1 (viewed January 27, 2023). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttps://www.astm.org/journals/volume/listing/coden/JTEVAB/issue/1/volume/51/online-issue-date/2023-01-01+00%3A00%3A00/ =LDR 03693nas a2200865 i 4500 =001 JTE20230410 =003 IN-ChSCO =005 20230410161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230410c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: 2023 Volume 51, Issue 2 (viewed April 10, 2023). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttps://www.astm.org/journals/volume/listing/coden/JTEVAB/issue/2/volume/51/online-issue-date/2023-03-01+00%3A00%3A00/ =LDR 03617nab a2200445 i 4500 =001 JTE20200596 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20200596$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20200596$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGV1860.F45 =082 04$a791.06873$223 =100 1\$aLiu, Zhe,$eauthor. =245 10$aDesign and Application of a Construction-Operation Monitoring System for Spoke-Free Ferris Wheels /$cZhe Liu, Anqi Li, Sili Su, Dianbin Cao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe construction and operation monitoring of a spoke-free Ferris wheel is challenging because of its novel shape and inherently complex environment. It necessitates an innovative monitoring system that can be used in both construction and operation stages because both the traditional and single monitoring system are not applicable to this structure at the same time. In this study, a practical construction-operation monitoring system for a spoke-free Ferris wheel was developed and applied to the White-wave River Ferris Wheel. In the proposed monitoring system, the overall design, architecture of the system, and the sensors and monitoring data-sharing contents at each stage of their implementations are discussed in detail. Finite element analysis was applied to determine the monitoring parameters and the sensor’s positions. Customized energy-efficient wireless sensor nodes were employed and data transmissions from the sensors to the remote monitoring servers were conducted through comprehensive communication (cable, wireless, and internet). The monitoring data during construction indicate that the removal of temporary support will cause significant changes to the stress and displacement of the structure. A synchronous and hierarchical removal scheme can effectively avoid such rapid changes. The data at the operation stage indicate that both the displacement at the top and the stress at the bottom parts of the White-wave River Ferris Wheel structure are sensitive to temperature changes. The influence of temperature on the structure stress can reach up to 41 MPa. Vibration data indicate that the fundamental frequency of the structure is low and that it has comparatively flexible bending stiffness. When the wind speed exceeds 15 m/s, the Ferris wheel must be stopped from further operation because the comfort level exceeds the reach of human beings. The measurement results demonstrate that the proposed monitoring system is capable of automatic and real-time monitoring. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aAmusement rides. =650 \0$aFerris wheels. =700 1\$aCao, Dianbin,$eauthor. =700 1\$aLi, Anqi,$eauthor. =700 1\$aSu, Sili,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20200596.html =LDR 03617nab a2200445 i 4500 =001 JTE20210336 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210336$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210336$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA775 =082 04$a624.15072$223 =100 1\$aCosentino, Paul J.,$eauthor. =245 10$aComparing Engineering Properties from Small Diameter Pressuremeter Tests to Nuclear Density Unit Weights and Lightweight Deflectometer Stiffnesses in Cemented Coquina Base and Sandy Subgrades /$cPaul J. Cosentino, Thaddeus J. Misilo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSmall diameter pressuremeter (SDPMT) equipment was developed and evaluated at four sandy embankment/roadbed sites in east-central Florida. These materials ranged from very loose to very dense. SDPMT tests were developed with the goal of supplementing or even replacing the nuclear density gauge (NDG) tests. SDPMT probes were placed in the pin holes made from NDG testing. Two probe lengths of 15 and 30 cm (6 and 12 in) were used, and two SDPMT testing procedures were used. One was the conventional incremental volume injection method and the second was a continuous injection process. Incremental tests were completed in about 15 min, whereas the continuous tests were completed in less than 1 min. SDPMT elastic moduli and limit pressures were obtained from 156 SDPMT tests. They were compared to dry unit weights from 96 NDG tests and 96 moduli from each of two lightweight deflectometer (LWD) models, one with digital load-deflection output and the other with input load and digital deflection output. One-hundred and twenty statistical models were developed describing the relationships between SDPMT, LWD, and NDG data. Linear, logarithmic, and exponential models were used. Ninety-three of the 120 models produced regression coefficients (R2) greater than 0.7, and 46 of the 120 produced R2 values greater than 0.8. Of the 40 models comparing SDPMT strength and stiffness to NDG dry unit weights, 12 or 30 %, produced R2 values greater than 0.8. Of the 40 models comparing SDPMT strength and stiffness to the Zorn LWD, 23 or 57.5 % produced R2 values greater than 0.8. Of the 40 models comparing SDPMT strength and stiffness to the Dynatest LWD, 11 or 27.5 % produced R2 values greater than 0.8. These models indicate that SDPMT strengths and stiffnesses are strongly correlated to NDG unit weights and LWD stiffnesses. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aFoundations. =650 \0$aSoils$xTesting. =700 1\$aMisilo, Thaddeus J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210336.html =LDR 03617nab a2200445 i 4500 =001 JTE20210591 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210591$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210591$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.N35 =082 04$a620$223 =100 1\$aChinna Maddaiah, K.,$eauthor. =245 10$aInfluence of Equal Channel Angular Extrusion on Mechanical Characteristics and Associated Microstructural Changes of Aluminum, Copper, Titanium and Magnesium Alloys and Their Metal Matrix Composites—A Review /$cK. Chinna Maddaiah, K. Naresh, G. B. Veeresh Kumar, R. Pramod, T. Baburao, P. S. Rama Sreekanth. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (34 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA focus of the current industrial sector is motivated to develop a new class of advanced materials with superior characteristics compared to currently available conventional materials. In the recent past, light metals and alloys, such as aluminum, copper, titanium, and magnesium alloys and their metal matrix composites (MMCs) have been increasingly accepted in automotive, aerospace, and biomedical sectors. Moreover, for improving the physical and mechanical characteristics of these materials, the processing of materials with secondary metalworking techniques (severe plastic deformation [SPD], complete and partial heat treatment processes, cryogenic treatment, surface coatings, etc.) is essential. Out of several secondary metalworking techniques, the most efficient is the SPD technique with equal channel angular pressing (ECAP). ECAP is widely adopted to produce materials with significantly reduced grain size and excellent properties. The current review article aims to present the effect of ECAP on the physical and mechanical characteristics of aluminum, copper, titanium, and magnesium alloys, and their MMCs are discussed. Microstructural studies and their associated statistical parameters of these materials are discussed using several destructive and nondestructive techniques. Also, the use of in-situ methods, such as digital image correlation, infrared thermography, etc., is examined to study the deformation mechanisms in ECAP. This review article provides a new direction for researchers working in materials engineering and science fields to recognize the importance of the ECAP technique on mechanical characteristics and associated microstructural changes of majorly used alloys and MMCs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aDeformations (Mechanics) =650 \0$aNanostructured materials. =650 \0$aPlastics at high pressures. =700 1\$aBaburao, T.,$eauthor. =700 1\$aNaresh, K.,$eauthor. =700 1\$aPramod, R.,$eauthor. =700 1\$aRama Sreekanth, P. S.,$eauthor. =700 1\$aVeeresh Kumar, G. B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210591.html =LDR 03617nab a2200445 i 4500 =001 JTE20210697 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210697$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210697$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE210 =082 04$a625.85$223 =100 1\$aDiab, S. H.,$eauthor. =245 10$aApplication of Stiffness Damage Test on Rubberized Concrete /$cS. H. Diab, A. M. Soliman, K. S. Alotaibi, M. R. Nokken. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aUtilizing waste rubber tires in concrete as a partial replacement of aggregate reduces its carbon footprint and modifies its performance. Several researchers have evaluated the properties of crumb rubber concrete (CRC). This article evaluated the potential of one of the most promising testing techniques for concrete (i.e., the stiffness damage test (SDT)) for CRC. Fine crumb rubber aggregate (FCRA) was added as a replacement for fine aggregate at a dosage of 10 % by volume. Results reveal that compressive strength decreased by 29.5 %, 28.4 %, and 28.0 %, and tensile strength decreased by 31.1 %, 31.3 %, and 28.0 % because of FCRA at 28, 56, and 90 days, respectively. A strong relation was found between the strength and time (i.e., specimen age) and was represented linearly with R2 around 0.99 for compressive and tensile strength. The modulus of elasticity of CRC showed 27.7 %, 26.0 %, and 25.5 % reductions at 28, 56, and 90 days, respectively. Poisson’s ratio for the same mixture exhibited an increase of about 34.7 %, 31.3 %, and 28.0 % at 28, 56, and 90 days, respectively. The results showed that SDT output parameters, including the hysteresis area, stiffness, plasticity deformation, and elasticity, decreased as a function of time and were sensitive enough to quantify the change of CRC mixture properties. In addition, adding FCRA caused an increase in plasticity deformation and elasticity over time. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aAsphalt emulsion mixtures. =650 \0$aAsphalt-rubber. =650 \0$aEdema. =650 \0$aPavements, Asphalt concrete$xMaterials$xAdditives. =650 \0$aRubberized roads$xDesign and construction. =700 1\$aAlotaibi, K. S.,$eauthor. =700 1\$aNokken, M. R.,$eauthor. =700 1\$aSoliman, A. M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210697.html =LDR 03617nab a2200445 i 4500 =001 JTE20210742 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210742$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210742$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.85$223 =100 1\$aZhou, Zhigang,$eauthor. =245 10$aDynamic Modulus for Porous Asphalt and Its Master Curve /$cZhigang Zhou, Yang Zhou, Zhiren Liu, Hongming Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe triaxial compression tests of porous asphalt (PA) mixture under different conditions were conducted in the laboratory by using a simple performance tester with dynamic modulus as the mechanical index to further promote the engineering application of PA pavement. The influence of confining pressure, loading frequency, and temperature on the dynamic modulus was then studied. The master curve equations of dynamic modulus were constructed on the basis of the time-temperature superposition principle using nonlinear least squares method. Results show that the dynamic modulus of PA demonstrates obvious viscoelastic behavior. The dynamic modulus decreases with the increase in temperature and rises with the increase in confining pressure or loading frequency. The frequency characteristics at low temperatures and the stress dependency at high temperatures are strong. The existence of confining pressure reduces the temperature sensitivity of the dynamic modulus of PA, which is stable with the increase in confining pressure. The influence of confining pressure on dynamic modulus is relatively large under the condition of low frequency or high temperatures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aAsphalt. =650 \0$aPorous materials. =650 \0$aRoad materials. =700 1\$aHuang, Hongming,$eauthor. =700 1\$aLiu, Zhiren,$eauthor. =700 1\$aZhou, Yang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210742.html =LDR 03617nab a2200445 i 4500 =001 JTE20210774 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210774$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210774$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE220.3 =082 04$a624.2/83$223 =100 1\$aJeon, Jongmyung,$eauthor. =245 10$aSlippage Failure Probability Model Using a Measurement Method for Tack Coat Residual Application Rates in Field Core /$cJongmyung Jeon, Jusang Lee, Yu Tian, Tommy E. Nantung, Sangyum Lee. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study presents the development of a probability model for pavement slippage failure. A measurement method for a tack coat residual application rate in a field core through binder extraction was developed and verified. It was found that implementing a measurement method for tack coat quality acceptance is feasible. Pavement investigations were performed on two slippage failure cases in Indiana and confirmed that the residual application rates of slippage failed sections were significantly lower than those of non-failed sections. A slippage failure probability model in terms of residual application rates was developed through binary logistic regression analysis. The model can be used to determine appropriate residual application rates in consideration of its uniformity from a distributor and to develop tack coat specifications based on slippage failure probability. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aCoatings. =650 \0$aPavements, Asphalt$xMaterials. =700 1\$aLee, Jusang,$eauthor. =700 1\$aLee, Sangyum,$eauthor. =700 1\$aNantung, Tommy E.,$eauthor. =700 1\$aTian, Yu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210774.html =LDR 03617nab a2200445 i 4500 =001 JTE20210780 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210780$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210780$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA483 =082 04$a620.16$223 =100 1\$aPankaj, Pardeep,$eauthor. =245 10$aDissimilar Friction Stir Joining of Aluminum Alloy and Stainless Steel: A Study on the Intermetallic Compound Formation, Microstructure, and Mechanical Properties of the Joints /$cPardeep Pankaj, Avinish Tiwari, Lakshmi Narayan Dhara, Tanmoy Medhi, Pankaj Biswas. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (32 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study employed the friction stir welding technique to find the optimal tool traverse speed for successfully joining the 304 stainless steel with 6061-T6 aluminum alloy. For this purpose, five different traverse speeds at a constant rotational speed of 875 rpm were considered. The welded joints were characterized based on the mechanical properties, micro/macrographs, and quantification of steel fragments and intermetallic compounds (IMCs) inside the stir zone (SZ). The composition and phase of the IMCs at the interface, SZ, and intercalated structure were confirmed through X-ray diffraction analysis, energy-dispersive X-ray spectroscopy, field emission scanning electron microscope, and atomic force microscope. It is observed that the traverse speed of 90 mm/min produced the highest tensile strength with an IMC layer thickness of 1.47 ± 0.23 μm. At this traverse speed, the area fraction of IMCs and steel fragments is around 0.023 % and 6.05 % of the SZ area, respectively. Furthermore, the defects increased by reducing the traverse speed from 90 to 30 mm/min because of a higher fraction of IMCs (i.e., Al3Fe) and steel fragments inside the SZ. The traverse speed higher than 90 mm/min generated the cracks at the interface because of insufficient stirring at low heat input. The hardness improved by decreasing the traverse speed because of grain refinement in SZ and thermomechanically affected zone. The intercalated structure acted as the hardest zone because of the formation of IMCs, namely Al3Fe + AlFe at 30–70 mm/min, and Al3Fe + AlFe + AlFe3 at 90 and 120 mm/min. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aAlloys. =650 \0$aIntermetallic compounds. =650 \0$aPhysical metallurgy. =700 1\$aBiswas, Pankaj,$eauthor. =700 1\$aDhara, Lakshmi Narayan,$eauthor. =700 1\$aMedhi, Tanmoy,$eauthor. =700 1\$aTiwari, Avinish,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210780.html =LDR 03617nab a2200445 i 4500 =001 JTE20210804 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210804$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20210804$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.85$223 =100 1\$aHaridas, Aswani K.,$eauthor. =245 10$aStructural Behavior Prediction Model for Asphalt Pavements: A Deep Neural Network Approach /$cAswani K. Haridas, Naga Siva Pavani Peraka, Krishna Prapoorna Biligiri. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (31 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aStructural behavior of pavements is assessed using various destructive and nondestructive tests, albeit they are found to be cost-intensive. There is a need to develop cost-effective structural condition evaluation methods that are scientifically sound so appropriate maintenance interventions can be performed at the right time. The objective of this research study was to develop a Deep Neural Network (DNN)–based approach to predict pavement structural condition using functional, traffic, and climatic characteristics. A DNN was developed to calculate the deflection bowl parameters along with peak surface deflections from roughness, traffic, pavement age, pavement temperature, and climatic conditions. Over 26,000 data points covering various geographic locations were used to establish a global model (R2 = 82 % for the test data) to evaluate the structural integrity of asphalt pavement layers. It is envisioned that this study would assist roadway agencies in assessing the overall condition of asphalt pavements synergizing functional and structural characteristics. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aPavements, Asphalt$xCracking. =650 \0$aPavements, Asphalt. =650 \0$aPavements, Bituminous. =700 1\$aBiligiri, Krishna Prapoorna,$eauthor. =700 1\$aPeraka, Naga Siva Pavani,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210804.html =LDR 03617nab a2200445 i 4500 =001 JTE20220002 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220002$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220002$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA681 =082 04$a620$223 =100 1\$aFeng, Lu,$eauthor. =245 10$aInvestigation of the High Temperature Properties of Lightweight Foamed Concrete under Incremental Amplitude Cyclic Triaxial Compression /$cLu Feng, Xudong Chen, Yingjie Ning, Jiajia Wang, Wei Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (25 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aFoamed concrete (FC) is used extensively in construction, road bases, and tunneling engineering for its light weight, thermal insulation, energy absorption, and deformation capacity. Therefore, its cyclic loads bearing capability after high temperature treatment warrants further investigation. To evaluate the fatigue resistance of high temperature treated FC, incremental amplitude triaxial cyclic compression tests were carried out after four temperature treatments (25°C, 100°C, 200°C, 300°C) under different confining pressures (0 MPa, 0.3 MPa, 0.5 MPa, 0.8 MPa). Based on the stress–strain curve and fracture mode, the peak stress, residual stress, elastic modulus, and brittleness index were analyzed. The damage evolution of FC was analyzed based on hysteretic energy and the failure mechanism was elucidated from the perspective of energy dissipation. In addition, the applicability of the crushable-foam yielding criterion to FC was verified and the strength prediction model of FC was proposed. The results indicate that the fracture pattern of FC is significantly influenced by confining pressure and that the stress–strain curve exhibits strain hardening under high confining pressures. The mechanical parameters of FC are negatively correlated with temperature and positively correlated with confining pressure. The damage evolution consists of three stages and the damage grows slowly in the initial compaction stage. The high confining pressure can restrain the crack development and enhance the elastic strain energy storage efficiency. The crushable-foam yield criterion has good applicability to FC and thermal damage remarkably declines the hydrostatic yield strength of FC. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aConcrete construction. =650 \0$aFoamed materials. =700 1\$aChen, Xudong,$eauthor. =700 1\$aNing, Yingjie,$eauthor. =700 1\$aWang, Jiajia,$eauthor. =700 1\$aZhang, Wei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220002.html =LDR 03617nab a2200445 i 4500 =001 JTE20220005 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220005$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220005$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA648.3 =082 04$a624.17$223 =100 1\$aPunya-in, Yodphao,$eauthor. =245 10$aEffects of Temperature on the Stress-Strain-Time Behavior of Sand under Shear /$cYodphao Punya-in, Warat Kongkitkul. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe thermomechanical stress-strain-time behavior of dried sand is of interest. To investigate this, an advanced triaxial loading apparatus that can accurately control the applied loading history was modified to precisely control the temperature surrounding the specimen. A series of special triaxial compression tests were performed using an air-dried sand sample. The test specimens were isotropically consolidated at room temperature, drained heated to different specified temperatures (ranging from 30°C to 60°C, after which they remained constant), and then subjected to drained shear. Various shear loading histories were employed, including (i) continuous monotonic loading; (ii) sustained loading and then cyclic loading with small strain-amplitude; and (iii) stepwise change in the strain rate. Through this study, it was found that the peak and residual shear strengths decrease with increasing temperature. The elastic Young’s modulus increases with increasing stress and decreases with increasing temperature. The creep axial strain increases with increasing stress level and temperature. However, the viscous response by stepwise change in the strain rate is insignificantly affected by increasing temperature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aStrains and stresses. =650 \0$aStructural dynamics. =700 1\$aKongkitkul, Warat,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220005.html =LDR 03617nab a2200445 i 4500 =001 JTE20220008 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220008$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220008$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.84$223 =100 1\$aMakombe, Gerly Gildael,$eauthor. =245 10$aMechanical Properties and Pavement Usability of Modified Asphalt-Based Joint Material of Cement Concrete Pavement /$cGerly Gildael Makombe, Haisen Wang, Tao Xu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe virgin-asphalt-based joint materials of cement concrete pavement are subjected to damages because of repeated vehicle load and environmental factors. The styrene-butadiene-styrene (SBS), shape memory polyurethane (PU), and organosilicon (OS) modified asphalt-based joint materials were prepared to improve mechanical properties and pavement usability of virgin-asphalt-based joint materials of cement concrete pavement. The tensile, compressive, shear property, low-temperature ductility, high-temperature fluidity, and elastic recovery performance were tested to select a suitable modifier and confirm its dosage for preparing modified asphalt-based joint material. Results indicate that mechanical properties, ductility, fluidity, and elastic recovery of asphalt joint materials are improved by SBS, PU, and OS modifiers. Especially, the modification effect of PU modifier at the dosage of 8 wt % is most satisfactory, successively followed by OS and SBS. The PU at the dosage of 8 % is proposed to develop a new modified asphalt-based joint material, reducing the failures of joint material and improving the durability of cement concrete pavement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aCement. =650 \0$aConcrete. =650 \0$aPavements, Concrete. =650 \0$aStructural engineering. =700 1\$aWang, Haisen,$eauthor. =700 1\$aXu, Tao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220008.html =LDR 03617nab a2200445 i 4500 =001 JTE20220033 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220033$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220033$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a620.13623$223 =100 1\$aMuñoz, Jose F.,$eauthor. =245 10$aOptimization of Parameters of the New Turner-Fairbank Alkali-Silica Reactivity Susceptibility Test (T-Fast) /$cJose F. Muñoz, Chandni Balachandran, Ronald L. Lichtenwalner, Zihui Li, Terence S. Arnold. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPrevention is an effective strategy to avoid damage caused by the alkali-silica reaction (ASR) in concrete structures. The effectiveness of this strategy heavily depends on the use of reliable accelerated tests to determine if an aggregate used in the concrete has the potential to cause ASR. Recently, a new provisional standard test, AASHTO TP 144-21, Determining the Potential Alkali–Silica Reactivity of Coarse Aggregates (TFHRC-TFAST), has been approved by the American Association of State Highway and Transportation Officials. The test accurately predicted the ASR-induced expansion of aggregates used in more than 50 different mortar and concrete samples, including concrete blocks in outdoor testing facilities and concrete in the field. This manuscript presents the results of the collaborative study among three laboratories conducted as part of an overall effort to standardize the new AASHTO TP 144-21. The objectives of the study were to evaluate the suitability of wavelength dispersive x-ray fluorescence (WDXRF) spectroscopy as the main analytical technique, determine the optimal particle size and effect of moisture on calcium oxide (CaO), and evaluate sample preparation on the results. A total of 18 aggregates were evaluated under the TP 144-21 using 4 different CaO samples and 2 sample preparation protocols. The results indicated that the alkali-silica reactivity of the aggregates can be accurately determined by using WDXRF. Upon exposure to the atmosphere, CaO reacts rapidly with moisture to produce calcium hydroxide [Ca(OH)2]. The particle size distribution and amount of Ca(OH)2 in the CaO influenced the ASR classification of marginal (moderately and slow reactive) and nonreactive aggregates. The researchers obtained optimal results using a reagent grade powder CaO with an average particle size of 4.6 μm and less than 5 % of Ca(OH)2. These conclusions were important to validate and optimize the TP 144-21 protocol before launching a wider interlaboratory study. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aAlkali-aggregate reactions. =650 \0$aConcrete$xDeterioration. =650 \0$aConcrete. =700 1\$aArnold, Terence S.,$eauthor. =700 1\$aBalachandran, Chandni,$eauthor. =700 1\$aLi, Zihui,$eauthor. =700 1\$aLichtenwalner, Ronald L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220033.html =LDR 03617nab a2200445 i 4500 =001 JTE20220054 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220054$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220054$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a625.84$223 =100 1\$aCai, Zhengsen,$eauthor. =245 10$aAggregate-Exposing Operation Parameters, Laboratory and Road Performances of Exposed-Aggregate Concrete Pavement Applied in Long Tunnel /$cZhengsen Cai, Jianwei Fan, Tao Ma, Xinghe Deng, Yajing Zhu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this paper, exposed-aggregate concrete (EAC) samples, including EAC1 samples with a small aggregate size and EAC2 samples with a large aggregate size, were prepared. The effects of ambient temperature on the waiting time for the spraying of the aggregate-exposing agent (AEG) and the waiting time for the brushing of surface mortar were studied. Furthermore, the optimate spraying dosage of the AEG was determined, and a comparison was undertaken between the antiwearing properties of EAC1, EAC2, and grooved concrete samples. The correlation between the proposed aggregate-exposing depth (AED) indicator and the mean texture depth (MTD) indicator was examined in this study. Stone Mastic Asphalt-13 (SMA-13), EAC1, EAC2, and grooved concrete pavements were paved in a long tunnel, and their macrotexture, skid resistance, noise reduction, and antiglaring performance were compared. As per the results, a good, linear correlation was established between the AED and MTD indicators. With the increase in ambient temperature, the disappearance time of water film on the surface of cement concrete continues to shorten. The earliest, optimum, and latest waiting times for the brushing of EAC are significantly advanced, and the brushing window period continues to shorten. The recommended spraying dosage of 6 % AEG solution is 250–300 g/m2. Under the same spraying dosage of AEG solution, increasing the aggregate size improves the macrotexture of the EAC surface. Note that the skid resistance performance of EAC is not necessarily proportional to its macrotexture. Significantly large aggregate size is disadvantageous to the skid resistance performance of the pavement. The anti-attenuation performance of macrotexture, skid resistance performance, noise reduction performance, and antiglaring performance of EAC pavements are similar to that of the Stone Mastic Asphalt-13 (SMA-13) pavement and significantly better than those of grooved pavement. Moreover, the aforementioned performances of EAC1 pavement with small particle size are found to be better. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aCement. =650 \0$aConcrete. =650 \0$aPavements$xDesign and construction. =650 \0$aPavements, Concrete. =650 \0$aStructural engineering. =700 1\$aDeng, Xinghe,$eauthor. =700 1\$aFan, Jianwei,$eauthor. =700 1\$aMa, Tao,$eauthor. =700 1\$aZhu, Yajing,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220054.html =LDR 03617nab a2200445 i 4500 =001 JTE20220090 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220090$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220090$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.78 =082 04$a620.43$223 =100 1\$aJian, Fuxian,$eauthor. =245 10$aModeling the Particle Breakage via Breakage Energy during Triaxial Shearing /$cFuxian Jian, Xiaomei Li, Wanli Guo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aRockfill materials are widely used as foundation in construction and different degrees of particle breakage inevitably show different characteristics. The breakage index (e.g., Marsal breakage index, Bg) of rockfill materials directly measured though experimental method naturally has an intrinsic correlation with the physical description applied by theoretical method (e.g., breakage energy, Eb) for the same process of crushing. Eb back-calculated by the incremental energy equations of Ueng’s models may be violating the law of irreversibility for energy accumulation because they treat the critical friction ratio Mc as a constant. This can be solved by constructing a function express that resets the friction ratio as a variable related to shear strain and critical state friction ratio. By utilizing experimental data of three kinds of granular aggregates, it was found that Bg is proportional to the increase of Eb, regardless of whether shear strains are during shearing or after. The method proposed in this paper can be used to calculate the effect of particle breakage in the whole shear process without multiple tests. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aPowders. =650 \0$aSize reduction of materials. =700 1\$aGuo, Wanli,$eauthor. =700 1\$aLi, Xiaomei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220090.html =LDR 03617nab a2200445 i 4500 =001 JTE20220091 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220091$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220091$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aBridge, John W.,$eauthor. =245 10$aMaterial Characterization Testing of Synthetic Granular Composites Used in Equine Sports Surfaces /$cJohn W. Bridge, Cham Hang Yeung, Charles Liu, Elijah Leonen, Kristofer Weisshaupt, Kaleb M. Dempsey. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCurrent material analytical characterization methods for synthetic equine granular composites used in thoroughbred horse racetracks in equine sports arenas are discussed. These synthetic granular composites exist at several popular racing surfaces in the United States and around the globe as a replacement for traditional dirt surfaces. These synthetic materials are composed of sand, polymer fiber, and rubber particulate components bound together by a wax polymeric binder. Materials testing is performed to analyze material constituent properties and how they change over time because of use, environmental factors, and surface maintenance with the goal of increasing surface consistency and the subsequent safety of bulk equine sport surfaces. The binder and component tests discussed are Soxhlet extraction, thermal gravimetric analysis, differential scanning calorimetry, gas chromatography, Fourier transform infrared spectroscopy, refractive index, rheology, X-ray diffraction, and microscopy. Correlations to recently published and proposed equine ASTM standards are addressed with example test results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aCivil engineering. =650 \0$aComposite materials. =650 \0$aPolymers. =650 \0$aSurfaces (Physics) =700 1\$aDempsey, Kaleb M.,$eauthor. =700 1\$aLeonen, Elijah,$eauthor. =700 1\$aLiu, Charles,$eauthor. =700 1\$aWeisshaupt, Kristofer,$eauthor. =700 1\$aYeung, Cham Hang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220091.html =LDR 03617nab a2200445 i 4500 =001 JTE20220111 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220111$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220111$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1625 =082 04$a677.661$223 =100 1\$aYildiz, Esra Zeynep,$eauthor. =245 14$aThe Effect of Sewing Parameters and Washing Cycles on Seam Performance of Single Jersey Fabrics /$cEsra Zeynep Yildiz, Oktay Pamuk. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe objective of this study is to improve the production performance of apparel companies by identifying the appropriate sewing parameters for specific knitted fabric groups. For this purpose, knitted fabrics of 100 % cotton, 100 % viscose, 100 % polyester, and their blends with elastane were produced with different masses. The specimens were sewn with different sewing parameters. Then, seam strength and seam pucker values of the sewn specimens were measured before and after ten repeated washing cycles. The data were used to analyze the factors affecting the seam quality. The findings of this study revealed that fabric composition is an important factor in the selection of sewing thread. For polyester-based samples, the highest seam strength values were measured for samples sewn with core-spun thread both before and after washing. At the same time, the cotton and viscose-based fabrics generally gave better results with spun polyester thread before washing. However, after washing, the highest seam strength values were measured for these samples sewn with mercerized cotton thread. In addition, mercerized cotton and polyester spun threads had lower pucker values before washing, regardless of fabric type. Mercerized cotton threads, on the other hand, were more prone to seam puckering after washing. It was also found that increasing needle size from 70 to 90 resulted in a decrease in seam strength. As stitch density increased, seam strength and seam pucker increased in the same way. However, the study showed no effect of needle size on seam pucker. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aKnit goods. =650 \0$aKnitting machines. =650 \0$aMachine knitting. =650 \0$aWoolen and worsted manufacture. =700 1\$aPamuk, Oktay,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220111.html =LDR 03617nab a2200445 i 4500 =001 JTE20220115 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220115$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220115$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE203 =082 04$a625.85$223 =100 1\$aImai, Hiroki,$eauthor. =245 10$aStudy on Fatigue Damage Behavior Focusing on Cumulative Dissipated Energy and Phase Angle Obtained from Repeated Compressive-Tensile Test /$cHiroki Imai, Osamu Takahashi, Hiromitsu Nakanishi, Mohd Rosli Mohd Hasan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA study was conducted to ascertain the changes in viscoelastic parameters with the increase in fatigue damage of asphalt mixtures. In the present study, it was ascertained how the viscoelastic parameters changed with the increase in the fatigue damage of asphalt mixtures by conducting the repeat compressive-tensile test using cylindrical specimens compacted using the Superpave Gyratory Compactor. The viscoelastic parameters, including dissipated energy and phase angle, were affected by the strain amplitude, test temperature, and penetration value. The relationship assessment between the viscoelastic parameters and the number of cycles to failure reveals that the fatigue characteristics are influenced by the dissipated energy accumulation and the phase angle changes in the fatigue process. The number of cycles to failure of the asphalt mixture was correlated with the total dissipated energy accumulated until fatigue failure and the change in phase angle in the fatigue process. The fatigue damage of asphalt mixture increased significantly when the asphalt mixture exhibited viscoelasticity and the unit dissipated energy reached its maximum value. The repeated compressive-tensile test can assess the viscoelastic parameters of the cylindrical core samples obtained from the field in both their fatigue damage state and the asphaltic concrete layer’s remaining life. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aPavements$xTesting. =650 \0$aRoad materials$xTesting. =700 1\$aMohd Hasan, Mohd Rosli,$eauthor. =700 1\$aNakanishi, Hiromitsu,$eauthor. =700 1\$aTakahashi, Osamu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220115.html =LDR 03617nab a2200445 i 4500 =001 JTE20220116 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220116$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220116$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA434 =082 04$a620.13505$223 =100 1\$aChen, Yaohua,$eauthor. =245 10$aEffect of Nano-MgO on the Durability of Cement-Based Materials /$cYaohua Chen, Jiesheng Liu, Bowen Feng, Jing Wei, Xiaoming Tan, Man Zhang, Zhengguang Sun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe autogenous shrinkage of cement-based materials is difficult to solve. Some studies have found that nano-magnesium oxide (MgO) can be used as an expansive agent to improve the shrinkage performance of cement-based materials. The basic research on nano-MgO in cement-based materials has appeared, but the research on the durability of cement-based materials by nano-MgO is very rare. In this article, nano-MgO was incorporated into cement mortar, and the experimental research studies effects of nano-MgO content on permeability resistance, crack resistance, sulfate corrosion resistance, and freeze-thaw resistance of cement mortar. The results show that nano-MgO can improve the durability of mortar. The mechanism of nano-MgO is discussed by this article in improving the durability of cement mortar, and it provides a theoretical basis for the further application of nano-MgO in cement-based materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aCement. =650 \0$aConcrete. =700 1\$aFeng, Bowen,$eauthor. =700 1\$aLiu, Jiesheng,$eauthor. =700 1\$aSun, Zhengguang,$eauthor. =700 1\$aTan, Xiaoming,$eauthor. =700 1\$aWei, Jing,$eauthor. =700 1\$aZhang, Man,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220116.html =LDR 03617nab a2200445 i 4500 =001 JTE20220121 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220121$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220121$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7815 =082 04$a621.38$223 =100 1\$aLi, Tianhui,$eauthor. =245 10$aDetection Technology of UHF IoT Sensing Terminal Device Based on Cloud Edge Cooperation /$cTianhui Li, Yanwei Xia, Xianhai Pang, Siming Zeng, Chaomin Gu, Chi Dong. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe local release detection technology of traditional Internet of Things (IoT) sensing terminal equipment cannot realize the integration of the cloud and IoT edge, resulting in obvious local release detection errors and low technical sensitivity. To this end, a local release detection technology comprising ultra-high frequency (UHF) IoT sensor terminal equipment based on cloud edge collaboration is proposed. The transient earth voltage signal coupling module of the perception layer is used to collect data locally published by the device. This paper uses edge computing to reduce information redundancy. The cloud computing application layer adopts the time difference positioning method to realize the partial discharge detection of the UHF IoT sensor terminal equipment. When an abnormality occurs in the terminal equipment, an alarm is triggered. The experimental results show that the average accuracy of this method in detecting partial discharge is as high as 93.89 %. The detection time of this method is short and its detection time of partial discharge phenomenon is as low as 4 ms. The fitting effect of the proposed method is better in detecting amplitude and discharge and the two have a linear relationship. This method also has higher detection sensitivity, can detect the partial discharge of different types of terminal equipment, and its application effect is good. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aElectronics. =650 \0$aShortwave radio. =650 \0$aTelecommunication. =700 1\$aDong, Chi,$eauthor. =700 1\$aGu, Chaomin,$eauthor. =700 1\$aPang, Xianhai,$eauthor. =700 1\$aXia, Yanwei,$eauthor. =700 1\$aZeng, Siming,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220121.html =LDR 03617nab a2200445 i 4500 =001 JTE20220122 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220122$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220122$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN731 =082 04$a672.3$223 =100 1\$aRohit, Benjamin,$eauthor. =245 10$aInfluence of Reverted Austenite on Tensile Deformation and Fracture in 18Ni 250 Maraging Steel /$cBenjamin Rohit, Nageswara Rao Muktinutalapati. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aOveraging of C250 maraging steel leads to reversion of austenite. The percentage of reverted austenite in the microstructure increases with an increasing extent of overaging. The effect of volume fraction of reverted austenite on the deformation behavior during tensile testing was studied. Specimens in the solution-annealed condition of the steel were overaged using different temperature/time combinations to produce a range of reverted austenite volume fractions. Changes in the lattice parameter of the martensite phase as a function of overaging treatment were monitored. X-ray diffraction technique was used to measure the volume fraction of reverted austenite and monitor the changes in lattice parameter of martensite. True stress–true strain curves were calculated from the engineering stress–engineering strain diagrams obtained for different overaging treatments, and plots showing the rate of work hardening as a function of true strain were derived. The present investigation shows that the reverted austenite produced at 538°C and 620°C induces serrated flow during tensile testing, whereas reverted austenite produced at 510°C does not. It is believed that the reverted austenite formed at the two higher temperatures is not stable because of the relatively lower amount of nickel and transforms to martensite on tensile deformation, leading to serrated flow. After aging at 510°C and 538°C, after the initial steep drop in the work hardening rate, the rate remains nearly constant over a certain range of true strain before it starts dropping again. After aging at 620°C, in contrast, the work hardening rate continuously decreases with increasing true strain. The precipitates formed after aging at 510°C/538°C are believed to be important contributions to the occurrence of the plateau. The results show that not only the quantity of reverted austenite but also the temperature at which reversion took place influence the fracture mechanisms and fracture surface appearance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aAustenite. =650 \0$aDeformations (Mechanics) =700 1\$aMuktinutalapati, Nageswara Rao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220122.html =LDR 03617nab a2200445 i 4500 =001 JTE20220133 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220133$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220133$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA434 =082 04$a624.1833$223 =100 1\$aPachideh, Ghasem,$eauthor. =245 12$aA Study on the Cementitious Mortars Containing Multi-walled Carbon Nanotubes and Nanographene /$cGhasem Pachideh, Vahab Toufigh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this paper, the effects of the multi-walled carbon nanotubes (MWCNTs) and nanographene (GP) on the mechanical performance of the cementitious mortars were investigated in different environments. Six mix designs were fabricated by considering the previous studies and exposed to potable water, acidic, and alkaline environments. The GP and MWCNTs partially replaced the cement with 0.25 %, 0.5 %, and 1 % of its weight. The standard mechanical tests, X-ray diffraction (XRD), and scanning electron microscope (SEM) analysis were performed on the specimens. The results indicated that including the MWCNTs and GP increases the compressive strength by 10 % and 20 % and similarly improves the tensile strength by nearly 15 % and 35 %, respectively. Additionally, despite the decrease in strength of the specimens because of exposure to aggressive environments, incorporation of the GP and MWCNTs enhanced the mechanical properties and microstructural characteristics of the mortars and improved their workability. Based on the XRD and SEM analysis results, the MWCNTs can fill in the pores better than the GP, leading to a greater integrity in the mortar’s structure and, thus, better improving the performance of the cementitious mortars. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aCement. =650 \0$aConcrete. =700 1\$aToufigh, Vahab,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220133.html =LDR 03617nab a2200445 i 4500 =001 JTE20220134 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220134$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220134$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.85$223 =100 1\$aShi, Jiachen,$eauthor. =245 10$aTesting and Evaluating the High-Temperature Rutting Development of Steel Deck Asphalt Pavement Using Full-Scale Accelerated Pavement Testing /$cJiachen Shi, Lin Cong. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSteel deck asphalt pavement (SDAP) significantly differs from traditional pavement in terms of substructure and service environment, so its rutting development is unique. Indoor tests and the finite element method cannot competently simulate service environment and accurately show the rutting development of SDAP. In this study, the rutting development of SDAP was evaluated using full-scale accelerated pavement testing (APT). First, a steel bridge with two different pavement structures was constructed and a heating system was installed to keep the high temperature. Second, three indoor tests—dynamic stability (DS), hardness number (HN), and indentation—were conducted to quantify the rutting resistance of pavement materials, and the Mobile Load Simulator 66 executed the APT. The indoor results showed that DS and HN correlated well with the APT rut depth. With the increase of APT loading cycles, the rutting depth, the ratio of sag area to uplift area, and the ratio of sag area to full areas were increased. Meanwhile, the rutting depth changing speed and the ratio of uplift area to full areas declined with the loading. A rutting depth prediction model (RPM) was proposed based on the number of loading cycles and the initial rutting depth at 5,000 loading cycles. The RPM applied well to the previous study’s test data, indicating that rut development can be evaluated by its early status. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aPavements, Asphalt$xCracking. =650 \0$aPavements, Asphalt. =650 \0$aPavements, Bituminous. =700 1\$aCong, Lin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220134.html =LDR 03617nab a2200445 i 4500 =001 JTE20220140 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220140$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220140$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC660 =082 04$a616.462$223 =100 1\$aCüreklibatır Encan, Berna,$eauthor. =245 12$aA New Preventive Sock for People with Diabetes /$cBerna Cüreklibatır Encan, Arzu Marmaralı. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aDiabetes is a chronic disease affecting more than 450 million people throughout the world. One of the most encountered complications of diabetes is diabetic foot. This study aimed to determine the proper fiber type and fabric structure to be used in a preventive sock for diabetic patients. Three fiber types (cotton, acrylic, and polyester) and three fabric structures (jersey, piquet, and terry) were determined for this investigation. Samples were tested for fabric thickness, thermal resistance, air permeability, water vapor permeability, coefficient of friction, abrasion resistance, recovery after compression, and longitudinal elasticity. Acquired data were evaluated, and a preventive sock for diabetic patients was developed accordingly. The developed sock was compared with various diabetic sock samples procured from the market in terms of effectiveness. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aDiabetes$xTreatment. =650 \0$aDiabetics$xCare. =700 1\$aMarmaralı, Arzu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220140.html =LDR 03617nab a2200445 i 4500 =001 JTE20220142 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220142$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220142$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL526.G7 =082 04$a629.1342$223 =100 1\$aWang, Yanbing,$eauthor. =245 10$aDynamic Fracture Characteristics of Polymethyl Methacrylate with Two Symmetrical Prefabricated Notches /$cYanbing Wang, Zhaoyang Wang, Yanjie Geng, Bin Ren, Dairui Fu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this article, the dynamic fracture of polymethyl methacrylate specimen with two symmetrical prefabricated notches was investigated by dynamic caustics experiment and distinct lattice spring model (DLSM). Three variables in respect of the pitch between these prefabricated notches, a = 10 mm, 15 mm, and 20 mm, were designed here. The failure form, crack propagation trajectory, crack propagation velocity, stress state at crack tip, ratio of damaged lattice, and load-displacement curve of the specimen under different working conditions were analyzed and compared. Results show that DLSM can invert the results very well. Finally, the impact factors (support constraints and heterogeneity) involved in this experiment were quantitatively analyzed by DLSM. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aPolymethylmethacrylate Elastic properties. =650 \0$aPolymethylmethacrylate Mechanical properties. =650 \0$aPolymethylmethacrylate Thermomechanical properties. =700 1\$aFu, Dairui,$eauthor. =700 1\$aGeng, Yanjie,$eauthor. =700 1\$aRen, Bin,$eauthor. =700 1\$aWang, Zhaoyang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220142.html =LDR 03617nab a2200445 i 4500 =001 JTE20220143 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220143$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220143$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710 =082 04$a624/.1513$223 =100 1\$aMahmood, Nabeel S.,$eauthor. =245 10$aSmall-Strain Characteristics of Reconstituted Soils: The Effect of Slurry Water Content and Fabric Anisotropy /$cNabeel S. Mahmood, Sean E. Salazar, Richard A. Coffman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aDetermination of small-strain properties of soils is essential for many geotechnical applications. Reconstituted specimens have conveniently been used to characterize small-strain properties of cohesive soils in the laboratory. In this study, the influence of slurry water content (ws) and fabric anisotropy on the small-strain properties of reconstituted kaolinite and illite specimens was investigated. Bender elements were employed, within triaxial testing equipment, to obtain vertically propagated, horizontally polarized, shear wave velocity measurements and corresponding shear moduli during the consolidation stage of undrained triaxial compression tests. The soils were initially prepared at water content values of one and one-half (1.5×) and three (3×) times the respective liquid limit for each soil type. The shear wave velocity and shear modulus data were normalized to the void index by following a procedure that was similar to procedures that have previously been used to normalize compression and undrained shear strength data. Unique “intrinsic” relationships for shear wave velocity or shear modulus, independent of soil fabric, were not observed during this study. Inherent fabric anisotropy was also assessed by comparing the aforementioned triaxial shear wave velocity data to measurements of horizontally propagated, vertically polarized, shear wave velocity that were obtained by utilizing bender elements within a consolidation device. The amount of fabric anisotropy was dissimilar and the characteristics of the cross-anisotropic fabric were not observed for the specimens. The amount of inherent fabric anisotropy (Vs,HV/Vs,VH) ranged from 0.63 to 0.97 for the kaolinite and illite specimens with ws values of 1.5× the liquid limit and ranged from 1.13 to 1.21 for kaolinite specimens with ws values of 3× the liquid limit. During the shearing stage, inconsistent and unreliable relationships were obtained for the shear wave velocity-vertical effective stress behavior and shear modulus-axial strain behavior. As discussed herein, the ws level should be considered when reconstituting soil specimens for small-strain stiffness determination. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aSoil mechanics$xTesting. =650 \0$aSoils$xTesting. =700 1\$aCoffman, Richard A.,$eauthor. =700 1\$aSalazar, Sean E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220143.html =LDR 03617nab a2200445 i 4500 =001 JTE20220147 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220147$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220147$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE75 =082 04$a550.5$223 =100 1\$aZhang, Zhanming,$eauthor. =245 14$aThe Effects of Nano-Montmorillonite on the Key Healing Factors of Asphalt Binders /$cZhanming Zhang, Peifeng Cheng, Peng Jin, Zonghao Yang, Yiming Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe effects of nano-montmorillonite (MMT) on the key healing factors of base asphalt and styrene-butadiene-styrene (SBS)-modified asphalt binder were investigated. The flow behavior of the nano-modified asphalt binder was measured using the viscosity-frequency sweep test, and the power law equation was calculated to determine the value of the optimum healing temperature. The healing performance of asphalt at different healing temperatures and healing times was examined using the fatigue-rest-fatigue test, and the full healing time was derived by fitting the healing function. In addition, the healing mechanism of the MMT-enhanced asphalt binder was analyzed from the perspective of surface free energy theory. The results demonstrated that increasing the MMT dose enhanced the healing performance under various healing situations, as well as the softening point and optimal healing temperature of binders. The higher binder healing efficiency was caused by the decrease in full healing time. The nanoparticles increased the surface free energy of the asphalt binder, which hastened the wetting of the microcrack interface and facilitated the healing process. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aClay minerals. =650 \0$aMontmorillonite. =700 1\$aCheng, Peifeng,$eauthor. =700 1\$aJin, Peng,$eauthor. =700 1\$aLi, Yiming,$eauthor. =700 1\$aYang, Zonghao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220147.html =LDR 03617nab a2200445 i 4500 =001 JTE20220149 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220149$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220149$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aThangarajan Sivasankaran, Senthilkumar,$eauthor. =245 10$aWorn Surface Analysis and Wear Map Mechanism of AA4032 Composites /$cSenthilkumar Thangarajan Sivasankaran, Senthil Kumar Shanmugakani, Vignesh Kumar Vijayakumar, Rathinavel Subbiah, Selvarajan Lakshmanan, Nagaprasad Nagaraj. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe present research work exhibits the effect of reinforcement particles on the mechanical and wear properties of AA4032 hybrid and unhybrid metal matrix composites (MMCs). The unhybrid MMCs were prepared by incorporating titanium carbide (TiC) particles onto the AA4032, whereas the hybrid MMCs were prepared by the addition of hexagonal boron nitride (h-BN) particles to unhybrid AA4032-TiC composite. The tribological study conducted on the composites reveals that the wear rate was augmented at a higher applied load because of the formation of plastic deformation with some cracks. The generation of shear stress at an elevated applied load increases the coefficient of friction (COF). However, the addition of TiC and h-BN particles decreases the COF and wear rate because of the abrasion resistance and self-lubrication property of TiC and h-BN, respectively. The wear mechanism map study confirms that the hybrid MMCs have better wear resistance properties than the unhybrid MMCs with minimum delamination. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aComposite construction. =650 \0$aComposite materials$xMathematical models. =650 \0$aComposite materials. =700 1\$aLakshmanan, Selvarajan,$eauthor. =700 1\$aNagaraj, Nagaprasad,$eauthor. =700 1\$aShanmugakani, Senthil Kumar,$eauthor. =700 1\$aSubbiah, Rathinavel,$eauthor. =700 1\$aVijayakumar, Vignesh Kumar,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220149.html =LDR 03617nab a2200445 i 4500 =001 JTE20220151 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220151$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220151$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH6014 =082 04$a696.05$223 =100 1\$aRahmani, Faisal,$eauthor. =245 10$aExperimental Investigations on the Effect of Surface Pocket in a Powder-Lubricated Journal Bearing on Friction and Vibration /$cFaisal Rahmani, R. K. Pandey, J. K. Dutt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis paper presents an experimental study on the influence of surface pockets on the friction and vibration of powder-lubricated journal bearings. A pocket in the bearing bore surface modifies the pressure profile compared with a conventional bearing, resulting in improved performance parameters. In the present work, a test rig was designed and fabricated to carry out experiments with three types of bearings (conventional, bearing with elliptical pocket, and bearing with rectangular pocket). A fine powder of molybdenum disulfide was used as a lubricant. Tests were conducted for different shaft speeds and external loadings. It was found that pocketed bearings offer lower friction as compared with conventional bearing at all speeds and external loads. In comparison with conventional bearing, frictional torque was decreased by 2.0–8.1 % with elliptical pocket bearing and 4.5–9.3 % with rectangular pocket bearing. Pocketed bearings also reduced the vibration amplitude of the bearing housing compared with conventional bearing; the root mean square (rms) value of acceleration with elliptical pocket bearing was reduced in the range of 3.0–10.0 %, while rectangular pocket bearing improved it by 6.8–11.4 %. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aBuildings$xEnvironmental engineering. =650 \0$aEnvironmental engineering. =650 \0$aEnvironmental testing. =650 \0$aMaterials$xTesting. =700 1\$aDutt, J. K.,$eauthor. =700 1\$aPandey, R. K.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220151.html =LDR 03617nab a2200445 i 4500 =001 JTE20220155 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220155$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220155$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA705 =082 04$a625.122$223 =100 1\$aZhang, Huimei,$eauthor. =245 10$aStudy on Mechanical Properties and Damage Constitutive Model of Rock Mass with Different Fracture Lengths /$cHuimei Zhang, Shiguan Chen, Chao Yuan, Xiangzhen Meng, Gengshe Yang, Lei Wang, Yanjun Shen, Yani Lu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (26 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article, on the basis of experimental research, combines theoretical analysis and numerical calculation. In addition, the research, while taking into consideration different fracture lengths, confining pressure of rock mass mechanics properties, and behavior of evolution law, establishes and reflects the unique characteristics of the processes of fractured rock mass deformation and destruction of the damage constitutive model. In this instance, the discrete element method numerical has been discussed from the perspective of mesoscopic fracture mechanism of the fractured rock mass. The results show that the capacity of resistance of rock mass deformation and destruction along with the increase of fracture length, the peak stress of rock mass, the elastic modulus, and peak strain are positively correlated with the confining pressure. Furthermore, an increase in the confining pressure, transition of rock mass from brittle to ductile, an intact sample to shear failure pattern by stretching evolution, and different fracture lengths are characterized by shear failure form. Based on the statistical damage theory and Drucker Prager yield criterion, the damage constitutive model of fractured rock mass has been determined, and the physical meaning of the model parameters has been clarified through experimental analysis. The strength characteristics and damage evolution law of fractured rock mass revealed by the damage constitutive model are consistent with the test results, thereby verifying the rationality of the model. According to the numerical simulation of the evolution characteristics of the number of microcracks, the failure process of rock mass can be divided into four stages, namely crack initiation stage, crack steady growth stage, pre-peak crack accelerated growth stage, and post-peak crack accelerated growth stage. The simulation results of the deformation failure process and model are basically the same as those of the laboratory experiment. The theoretical results are expected to provide an important theoretical foundation for theoretical research of rock mass mechanics and engineering stability evaluation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aEngineering geology. =650 \0$aRock mechanics. =650 \0$aRocks. =700 1\$aChen, Shiguan,$eauthor. =700 1\$aLu, Yani,$eauthor. =700 1\$aMeng, Xiangzhen,$eauthor. =700 1\$aShen, Yanjun,$eauthor. =700 1\$aWang, Lei,$eauthor. =700 1\$aYang, Gengshe,$eauthor. =700 1\$aYuan, Chao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220155.html =LDR 03617nab a2200445 i 4500 =001 JTE20220161 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220161$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220161$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD461 =082 04$a541.22$223 =100 1\$aKhan, Shehroze Tahir,$eauthor. =245 10$aCharacterizations of a Cost-Effective Single Component Polymer for Stretchable and Flexible Microelectromechanical Systems Applications /$cShehroze Tahir Khan, Maaz Akhtar, Murtuza Mehdi, Nauman Malik, Saud Hashmi, Faaz Butt. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPolymers like polydimethyl siloxane (PDMS) and polyethylene terephthalate (PET) have long been used as substrate materials for stretchable and flexible microelectromechanical systems (MEMS)-based applications. However, the ever-increasing demand of these materials and difficulty in frequent availability of such materials has also increased the cost. Thus, the study of alternate low-cost and easily available materials has become inevitable. Therefore, in this article, we have reported various research results related to BS-8599 V7 elastomer, a commonly available low-cost, silicone-based polymer alternative to PDMS and PET for stretchable and flexible MEMS applications. Mechanical properties were determined using tensile and compression tests according to ASTM-D412 Type C, Standard Test Methods for Vulcanized Rubbers and Thermoplastic Elastomers—Tension and ASTM-D575, Standard Test Methods for Rubber Properties in Compression, standards, respectively, thermal behavior was studied using thermal gravimetric analysis with hardness and elongation tests, chemical integrity of the polymer was observed by mass decomposition of the polymer in various chemical environments, and bio-compatibility of the polymer was studied by skin patch test to check its compatibility with the human epidermis. Finally, an adhesion test was performed by coating zinc oxide nanoparticle film on the polymer surface to demonstrate its application toward low-cost stretchable and flexible thin film devices. The analysis of the experimental data reveals that this material is highly stretchable and flexible, chemically inert, possesses good thermal stability, and can be used as a low-cost alternate substrate platform for various MEMS-based applications. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aMolecular structure. =650 \0$aPolymers. =700 1\$aAkhtar, Maaz,$eauthor. =700 1\$aButt, Faaz,$eauthor. =700 1\$aHashmi, Saud,$eauthor. =700 1\$aMalik, Nauman,$eauthor. =700 1\$aMehdi, Murtuza,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220161.html =LDR 03617nab a2200445 i 4500 =001 JTE20220165 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220165$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220165$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a620.17$223 =100 1\$aZou, Hang,$eauthor. =245 10$aEffects of Rolling and Coiling Temperatures on Transformation Kinetics, Microstructure, and Properties of a Low-Carbon Bainitic Pipeline Steel /$cHang Zou, Man Liu, Lei Fan, Qinpan Yuan, Guang Xu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aEffects of rolling and coiling temperatures on the microstructure and properties of a low-carbon, high-strength pipeline steel were investigated using a dilatometer, scanning electron microscope, and transmission electron microscope as well as tensile experiments. The results show that during the thermal mechanical control processing, coiling temperature played a more important role in tailoring the microstructure and mechanical properties than the rolling temperature. Finer grain size and higher strength at the cost of a slight decrease in elongation were obtained by decreasing the coiling temperature, while the microstructure and mechanical properties varied little at different rolling temperatures when the coiling temperature was the same. The bainite starting temperature decreased with the increase of rolling temperature, while it was not affected by the coiling temperature. Specimens at a low rolling temperature or a low coiling temperature exhibited a larger peak transformation rate, indicating the promoted transformation kinetics. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aBainite. =650 \0$aBainitic steel. =700 1\$aFan, Lei,$eauthor. =700 1\$aLiu, Man,$eauthor. =700 1\$aXu, Guang,$eauthor. =700 1\$aYuan, Qinpan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220165.html =LDR 03617nab a2200445 i 4500 =001 JTE20220168 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220168$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220168$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP992.5 =082 04$a668.14$223 =100 1\$aDeÄŸirmenci, Züleyha,$eauthor. =245 10$aComparison of Boron-Added Detergents in Terms of Stain Removal and Fabric Performance Loss /$cZüleyha DeÄŸirmenci. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aFor the sustainability of the world, it is very important to use environmentally friendly products for cleaning textile products. Boron-added detergents, which are in the category of detergents used for this purpose, have also started to become popular. On the other hand, the cleanliness of the detergent and its effect on the quality of the product are equally important for the user. In this study, the effects of boron-added detergent on both stain removal and fabric performance were investigated. The research was conducted by comparing it with popular detergents preferred by users. Sample knitted fabric made of 100 % cotton was used for the analysis. The sample fabric was stained with tea, coffee, mud, and ketchup under favorable conditions and washed repeatedly in a household washing machine identical to the literature. After washing, the level of removal of stains, performance losses, and dimensional change were examined. The performance of boron-added detergent was compared with other detergents, and it was tried to analyze whether this detergent was usable. During the study, a household front-loading washing machine was used for washing, Truburst bursting strength tester was used to detect the strength of samples, an SDL Atlas stability template templer and ruler were used to evaluate the dimensional stability, and grayscale was used to compare stain removal. For analyzing the test results, graphs and scales were used. One-way ANOVA test was applied via the Design Expert 13.0 package program used for the interpretation of the test results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aDetergents$xAnalysis. =650 \0$aDetergents. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220168.html =LDR 03617nab a2200445 i 4500 =001 JTE20220174 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220174$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220174$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126$223 =100 1\$aJia, Peng,$eauthor. =245 10$aCrack Initiation and Propagation of Embedded Three-Dimensional Parallel Cracks in Transparent Rock-Like Material /$cPeng Jia, Wanmin Ji, Yijin Qian, Yabing Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn order to understand the initiation and propagation of three-dimensional (3D) embedded parallel cracks in brittle rock under uniaxial and biaxial compression, a preparation method of a transparent rock-like material was proposed in order to observe the propagation process of cracks in brittle rock. Uniaxial and biaxial compression tests were carried out on the transparent rock-like samples containing two embedded 3D parallel cracks. Four types of crack propagation modes were observed: wing crack, petaloid crack, flat-wing crack, and ring-like crack. It is also found that the direction of lateral pressure relative to the strike of the embedded crack has a significant effect on the propagation direction of new generated cracks: a lateral pressure parallel to the strike of the embedded cracks promotes crack propagation in the direction of the maximum principal stress; on the other hand, a lateral pressure normal to the strike of the embedded cracks promotes cracks propagation around the embedded crack at an angle of 30°–60°, forming ring-like cracks, which is similar to the zonal disintegration phenomenon monitored around deep underground excavations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aFracture mechanics. =650 \0$aMaterials$xFatigue. =650 \0$aMetals$xFatigue. =650 \0$aMetals$xFracture. =650 \0$aNotched bar testing. =700 1\$aJi, Wanmin,$eauthor. =700 1\$aQian, Yijin,$eauthor. =700 1\$aZhang, Yabing,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220174.html =LDR 03617nab a2200445 i 4500 =001 JTE20220194 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220194$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220194$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA7 =082 04$a620.196$223 =100 1\$aLi, Fan,$eauthor. =245 10$aExperimental Research of Various Evaluation Indices on Predicting the Influences of Internal and External Factors on Asphalt-Filler Interaction Ability /$cFan Li, Xiao Zhang, Suyun Meng, Guoqing Zhao, Yuyou Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe physicochemical interaction between asphalt binder and mineral filler plays a key role in deciding the rheological responses of asphalt mastic. Currently, several indices have been proposed to quantify asphalt-filler interaction ability, such as ΔG, K-B-G, and KE based on complex modulus as well as K-B-δ and L-A-δ dependent on phase angle. Much research has confirmed that asphalt-filler interaction degree is closely related to internal and external factors, including asphalt binder and filler characteristics, filler concentration, temperature, and so on. Therefore, investigating whether current indices could accurately describe the influences of these factors on asphalt-filler interaction ability is a significant aspect evaluating their accuracy and feasibility. To this end, the rheological parameters of asphalt binder and corresponding mastics were measured and used to calculate different evaluation indices. The results showed that ΔG, K-B-G, and KE exhibited superior performance on accurately reflecting the effects of external factors by comparison in K-B-δ and L-A-δ. For the internal factors, the indices based on complex modulus could successfully distinguish the interaction ability difference of asphalt binder with active and inert fillers, whereas only ΔG presented excellent performance in terms of measuring the asphalt-filler interaction ability with filler concentration changing. In addition, all of the indices failed to distinguish the interaction degree difference of filler to Pen70 and Pen90 asphalts except certain test conditions, indicating the modification of current indices should consider asphalt components. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aAsphalt$xRheology. =650 \0$aAsphalt$xTesting. =700 1\$aMeng, Suyun,$eauthor. =700 1\$aYang, Yuyou,$eauthor. =700 1\$aZhang, Xiao,$eauthor. =700 1\$aZhao, Guoqing,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220194.html =LDR 03617nab a2200445 i 4500 =001 JTE20220208 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220208$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220208$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126$223 =100 1\$aSirkiä, L.,$eauthor. =245 10$aMiniature C(T) Specimens—Pinhole Eccentricity and the Effect of Crack Opening Displacement Measurement Location /$cL. Sirkiä, J. Kuutti, I. Virkkunen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis paper focuses on the quality criteria for miniature compact tension (C(T)) specimens. The continuously diminishing volume of reference materials for fracture toughness surveillance testing encourages research on the usability of miniature-sized test specimens, and consequently, it is of great interest in the nuclear power plant field. Sufficient quality criteria and applicability are investigated experimentally and numerically by varying the pinhole locations to investigate the importance of the eccentricity of pinholes and its effect on measurement results. Additionally, the effect of measuring the crack opening displacement (CMOD) from the load line versus the front face and the effect of side grooving are studied with experimental arrangements. The results show that neither the eccentricity of pinholes within the studied offset values nor the location of the CMOD gauge imposes limits on the applicability of miniature C(T) specimens. With eccentric pinholes or any CMOD gauge placement, the fracture toughness results are valid. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aFracture mechanics. =650 \0$aMetals$xFracture. =700 1\$aKuutti, J.,$eauthor. =700 1\$aVirkkunen, I.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220208.html =LDR 03617nab a2200445 i 4500 =001 JTE20220217 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220217$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220217$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP884.A3 =082 04$a620.136$223 =100 1\$aWei, Jing,$eauthor. =245 10$aEffect of Metakaolin Content and Water/Binder Ratio on Strength and Durability Properties of Modified Cement Mortar /$cJing Wei, Jiesheng Liu, Tongtong Zhang, Bowen Feng, Yaohua Chen, Yidi Zhang, Wanwan Fu, Xiaoming Tan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe aim of this research was to examine the effects of metakaolin (MK) content and low water/binder (w/b) ratio on the basic performance and durability properties of cement mortar. The effects of various mix proportions on the flowability, consistency, water absorption, and mechanical properties of modified cement mortar were investigated. Also analyzed were the effects of MK content on the impermeability, frost resistance, and sulfate corrosion resistance of modified cement mortar when the w/b ratio was 0.31, according to the basic physical properties that were comprehensively considered. The internal microstructure of the modified cement mortar was analyzed by scanning electron microscopy. According to the results, 10 replacement levels were the optimum level of MK content in terms of strength and durability properties at a w/b ratio equaling 0.31. Compared with the control cement mortar, the modified cement mortar containing MK showed better development in strength and durability properties. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aCement$xAdditives. =650 \0$aConcrete$xAdditives. =650 \0$aKaolin. =700 1\$aChen, Yaohua,$eauthor. =700 1\$aFeng, Bowen,$eauthor. =700 1\$aFu, Wanwan,$eauthor. =700 1\$aLiu, Jiesheng,$eauthor. =700 1\$aTan, Xiaoming,$eauthor. =700 1\$aZhang, Tongtong,$eauthor. =700 1\$aZhang, Yidi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220217.html =LDR 03617nab a2200445 i 4500 =001 JTE20220221 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220221$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220221$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD281.P6 =082 04$a541.2254$223 =100 1\$aWei, Jing,$eauthor. =245 10$aResearch Preparation and Properties of Geopolymer-Based Rapid Repair Materials /$cJing Wei, Jiesheng Liu, Bowen Feng, Yaohua Chen, Yidi Zhang, Tongtong Zhang, Wanwan Fu, Xiaoming Tan, Guojun Zhu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aMetakaolin (MK)-geopolymer has rapid coagulation at higher curing temperature, excellent durability, and mechanical properties. The aim of this research was to develop rapid repair materials of MK-based geopolymer cured at room temperature. In this study, portland cement was added to MK to prepare geopolymer. The influences of cement on the water requirement of normal consistency, setting time, bulk density, flowability, consistency, mechanical properties, and reaction mechanism of the geopolymer system were studied. The results showed that the consistency, flowability, bulk density, and mechanical properties of geopolymer were improved, and the setting time is prolonged by mixing a proper amount of cement into MK-geopolymer. When the cement content was 40 %, the strength of the geopolymer was the highest. Scanning electron microscopy and Fourier transform infrared analysis showed that the calcium silicate hydrate gel and sodium aluminosilicate hydrate gel structures overlapped each other and formed compact skeleton structure in the modified MK-geopolymer. The appropriate content of cement can give the geopolymer excellent performance under room temperature, which will contribute to the on-site construction of geopolymer. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aArtificial minerals. =650 \0$aGreen chemistry. =650 \0$aInorganic polymers. =650 \0$aPolymeric composites. =650 \0$aPolymers. =650 \0$aSilicon polymers. =700 1\$aChen, Yaohua,$eauthor. =700 1\$aFeng, Bowen,$eauthor. =700 1\$aFu, Wanwan,$eauthor. =700 1\$aLiu, Jiesheng,$eauthor. =700 1\$aTan, Xiaoming,$eauthor. =700 1\$aZhang, Tongtong,$eauthor. =700 1\$aZhang, Yidi,$eauthor. =700 1\$aZhu, Guojun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220221.html =LDR 03617nab a2200445 i 4500 =001 JTE20220222 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220222$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220222$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aSB952.P88 =082 04$a634.9695$223 =100 1\$aKartal, GülÅŸah Ekin,$eauthor. =245 10$aMicroencapsulation of Permethrin for Outdoor Upholstery Fabric Insecticide Treatment /$cGülÅŸah Ekin Kartal, Merih SariiÅŸik, Gökhan Erkan, Sadi Etkeser. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study was intended to evaluate the behavior of permethrin-containing capsules. To do this, permethrin was encapsulated in an ethyl cellulose shell via a simple coacervation method and microcapsule optimization analyses were conducted. Scanning electron microscopy analysis showed that the microcapsules were spherical and smooth. The microcapsules had a slender-sized distribution, and the average particle size was 50 μm according to laser diffraction analysis. Upholstery fabrics were treated with permethrin capsules via impregnation, printing, or coating to compare application methods. After application, the insecticidal effects of the pre-washed and post-washed fabrics were investigated. Insecticidal activity was evaluated against common house mosquitoes (Culex pipiens) using the World Health Organization’s cone bioassay. The mosquitoes tended to stay away from the treated fabrics, and mortality rates on the printed, coated, and impregnated fabrics were 52 %, 51 %, and 50 %, respectively. The fabrics still repelled the mosquitoes after five washes. This study demonstrated that microcapsules can be transferred onto fabrics by coating and printing methods in addition to the conventional impregnation process, and that treated upholstery fabrics can be used commercially to protect against mosquito-borne illnesses. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aForests and forestry$xEnvironmental aspects. =650 \0$aInsecticides$xTesting. =650 \0$aPyrethroids$xEnvironmental aspects. =650 \0$aPyrethroids$xToxicology. =700 1\$aErkan, Gökhan,$eauthor. =700 1\$aEtkeser, Sadi,$eauthor. =700 1\$aSariiÅŸik, Merih,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220222.html =LDR 03617nab a2200445 i 4500 =001 JTE20220223 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220223$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220223$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aSB351.C8 =082 04$a635.05$223 =100 1\$aAydemir, Onder,$eauthor. =245 10$aPrediction of Six Products from the Cucurbitaceae Family Using Visible/Near-Infrared Spectroscopic Data /$cOnder Aydemir. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aRecently, visible/near-infrared (Vis/NIR) spectroscopy has been used in the agricultural field, especially in the food industry, for monitoring food quality, postharvest handling of products, and identification of contamination on animal feeds, as well as prediction of a variety of fruits or vegetables. In this study, six products of the cucurbitaceous commodity, including zucchini, bitter gourd, ridge gourd, melon, chayote, and cucumber, were classified using Vis/NIR spectral data. After testing spectral data as feature, we also extracted statistical features and tested them with k-nearest neighbor, Bayes, decision tree, and support vector machines classifiers. We obtained a classification accuracy rate of 99 % on the test data by applying standard normal variate technique as a preprocessing stage. The results showed that cucurbitaceous commodity could be successfully classified using Vis/NIR spectra data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aBotany. =650 \0$aCucurbitaceae. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220223.html =LDR 03617nab a2200445 i 4500 =001 JTE20220280 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220280$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220280$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQL434.56.I5 =082 04$a595.2095$223 =100 1\$aSun, Funan,$eauthor. =245 10$aInfluence of Particle Size on the Long-Term Resistivity of NaCl-Polluted Sandy Soil /$cFunan Sun, Wang Wen, Pengju Han, Xiaohong Bai, Bin He. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe size of soil particles can change the conducting channels through which an electrolyte solution flows in a soil mass, which has an influence on the tortuosity of pores in soil mass, thus further changing the conductivity of the soil mass. By carrying out laboratory tests, the influences of moisture and particle size of sandy soil on the resistivity of sandy soil polluted with sodium chloride were evaluated. Furthermore, the models for analyzing relationships linking the resistivity of sandy soil polluted with sodium chloride with moisture and particle size of sandy soil under experimental conditions were separately established. The test results showed that the resistivity of sandy soil polluted with sodium chloride at different moisture contents linearly decreases with increasing particle size. Based on the Archie resistivity model, the influence of particle size on the resistivity of polluted sandy soil was explored by carrying out laboratory tests. On this basis, the formula (ρ = [(3 − 2ω)(3ω − 35)][(ω + 3) + g]) for predicting the resistivity of polluted sandy soil with changes in moisture content and the particle size of the system of sandy soil is established, where ω, g, and ρ separately refer to the moisture content, particle size, and resistivity of the system, respectively. Finally, by analyzing the influence of particle size on tortuosity, a resistivity model (ρ=Aρωτe(θ)θ) for analyzing the influence of tortuosity on the resistivity of sandy soil is established, where Ï„e(θ), θ, and ρω separately refer to tortuosity, porosity, and resistivity of pore water, respectively. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aSoil degradation$xEnvironmental aspects. =650 \0$aSoil ecology. =650 \0$aSoil pollution. =700 1\$aBai, Xiaohong,$eauthor. =700 1\$aHan, Pengju,$eauthor. =700 1\$aHe, Bin,$eauthor. =700 1\$aWen, Wang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220280.html =LDR 03617nab a2200445 i 4500 =001 JTE20220314 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220314$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220314$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE604 =082 04$a016.5518$223 =100 1\$aTong, Xinhao,$eauthor. =245 10$aShaking Table Test on Dynamic Damage Characteristics of Bedrock and Overburden Layer Slopes /$cXinhao Tong, Jing Lian, Changwei Yang, Liang Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article performs groups of shaking table tests to study the dynamic damage characteristics of the slope that is composed with inclined bedrock, upper overburden soil layer, and weak soil interlayer. The prototype is of the entrance slope of the Mount Zheduo tunnel, which is located in the mountains of the western Sichuan Plateau in China. The test model is designed based on the similarity theory. The peak ground acceleration (PGA) amplification coefficient, Fourier transform, and transfer function theory are employed to analyze the test results. The results before slope failure indicate that the PGA amplification coefficient of both the overburden layer and the weak interlayer increases as the excitation intensity increases. At the same time, the dynamic response of weak interlayer is amplified on low-frequency wave excitation while that is impaired when high-frequency seismic waves dominate. When the slope is damaged, the slope undergoes large shear deformation: the whole overburden layer slides along the weak interlayer, and the PGA amplification coefficient of the weak interlayer sharply decreases. The frequency response function indicates that the vibration relationship between the upper part of the weak interlayer and the slope surface is very close, and the slope surface vibration may be mainly affected by the vibration in the upper part of the weak interlayer, which reflects the early predictability in the failure symptoms of the slope. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aProspecting$xGeophysical methods. =650 \0$aRocks$xFracture. =700 1\$aLian, Jing,$eauthor. =700 1\$aYang, Changwei,$eauthor. =700 1\$aZhang, Liang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220314.html =LDR 03617nab a2200445 i 4500 =001 JTE20220317 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220317$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220317$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8$223 =100 1\$aZhang, Haopeng,$eauthor. =245 10$aEffects of Physical Hardening on Low-Temperature Properties of Asphalt Binders Containing Reclaimed Asphalt Pavement /$cHaopeng Zhang, Qingshan Xie, Haibo Ding, Ali Rahman, Yanjun Qiu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aReclaimed asphalt pavement (RAP) materials are widely used in sustainable construction of the asphalt pavement, which has evident advantages in solving the problem of material costs and waste disposals. However, there are few studies on the influence of RAP materials on the physical hardening of asphalt binders. In this paper, the physical hardening rate from the dynamic mechanical analysis test and grade loss deduced by the extended bending beam rheometer experiment were used to characterize the physical hardening of the RAP-modified asphalt binder at low temperatures. The results show that the loading time–conditioning time superposition principle is suitable to determine the physical hardening rate of RAP-modified asphalt binder through a smooth master curve and verification of the typical 2S2P1D rheological model, and grade loss can be predicted by the physical hardening rate using their good correlation. The RAP binders can accelerate the degree of physical hardening and increase the thermal stresses of the asphalt binder, and these effects are more evident for the RAP binder with longer aging time and higher content. The base asphalt with less wax content will act as a regenerant, which can accommodate more content of the RAP materials to produce a new usable asphalt binder. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aAsphalt$xAdditives$xTesting. =650 \0$aPavements$xPerformance. =650 \0$aPavements, Asphalt$xTesting. =700 1\$aDing, Haibo,$eauthor. =700 1\$aQiu, Yanjun,$eauthor. =700 1\$aRahman, Ali,$eauthor. =700 1\$aXie, Qingshan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220317.html =LDR 03617nab a2200445 i 4500 =001 JTE20220321 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220321$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220321$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.85$223 =100 1\$aSharifi, Naser P.,$eauthor. =245 10$aApplication of a Laboratory-Scale Apparatus to Simulate Gas Migration during Cement Slurry Hydration /$cNaser P. Sharifi, Julie M. Vandenbossche, Anthony T. Iannacchione, John C. Brigham, Eilis J. Rosenbaum. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aNumerous research investigations have been devoted to simulating gas migration through cemented wellbore annuli as a result of the presence of non-targeted pressurized gas along the wellbore adjacent to the outer annulus. Despite these research efforts, developing a laboratory-scale apparatus that allows for the measurement of the time period that a cemented annulus is vulnerable to gas migration has remained a challenge. In this research, an experimental procedure to simulate the gas migration during cement slurry hydration in wellbores is presented. A previously developed wellbore simulation chamber (WSC) is used to further investigate the factors that affect the gas migration period. Limitations with the original WSC design are identified and several modifications are implemented to more adequately define the onset and termination of the gas migration period. The modified WSC (MWSC) apparatus is then used to perform a series of gas migration tests to identify the effect of overburden pressure and formation gas pressure on the vulnerability period. It is shown that for an identical cement slurry, both the onset and the termination of the gas migration period are, in part, functions of the difference between the overburden pressure and the formation gas pressure. In addition, the vulnerability period for a slurry mixture under a select representative borehole condition is measured. Finally, the results of the MWSC apparatus are compared with one of the widely used approaches in predicting the vulnerability period. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aCement slurry. =650 \0$aPavements. =700 1\$aBrigham, John C.,$eauthor. =700 1\$aIannacchione, Anthony T.,$eauthor. =700 1\$aRosenbaum, Eilis J.,$eauthor. =700 1\$aVandenbossche, Julie M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220321.html =LDR 03617nab a2200445 i 4500 =001 JTE20220323 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220323$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220323$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aAlecci, Valerio,$eauthor. =245 10$aInfluence of Different Mortar Matrices on the Effectiveness of FRCM Composites for Confining Masonry Columns /$cValerio Alecci, Mario De Stefano, Stefano Galassi, Raimondo Luciano, Dora Pugliese, Gianfranco Stipo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn the past, steel hoops were applied over the height of columns to increase their load-bearing capacity. Currently, innovative strengthening techniques, namely fiber-reinforced composites, are successfully replacing traditional systems. Although fiber-reinforced polymers were demonstrated to be effective in the confinement of columns, the use of fabric-reinforced cementitious matrix (FRCM) systems is preferred in the case of masonry columns belonging to architectural heritage buildings because of the compatibility with the masonry substrate as well as the reversibility of the intervention. In this paper, the influence of different matrices on the effectiveness of confinement of masonry columns is investigated both experimentally and analytically. Three different matrices are considered to assemble the composite: a natural lime mortar with poor mechanical properties, a cement mortar, and a commercial mortar with high compression strength. The FRCM system was obtained by embedding a polyparaphenylenebenzobisoxazole fabric within these matrices. Results of axial compression tests demonstrate the effectiveness of confinement in all cases, highlighting the different increases in the load-bearing capacity and ductility of the columns provided by the use of different matrices. The main predictive formulas available in the literature were used to compute the increase in the load-bearing capacity of the tested columns, providing values very different than those obtained experimentally. For this reason, the authors believe that these formulas, which are affected by coefficients fine-tuned by the various authors based on their experimental results, need to be further calibrated and tuned to be successfully used in practical applications. Accordingly, the use of two different equations in the case of matrices having a compression strength higher or lower than the strength of the unconfined column is proposed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aCivil engineering. =650 \0$aComposite materials. =650 \0$aPolymers. =650 \0$aSurfaces (Physics) =700 1\$aDe Stefano, Mario,$eauthor. =700 1\$aGalassi, Stefano,$eauthor. =700 1\$aLuciano, Raimondo,$eauthor. =700 1\$aPugliese, Dora,$eauthor. =700 1\$aStipo, Gianfranco,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220323.html =LDR 03617nab a2200445 i 4500 =001 JTE20220327 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220327$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220327$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA664 =082 04$a629.13431$223 =100 1\$aSenthil Kumar, S.,$eauthor. =245 10$aInvestigation of Wear and Wire Electrical Discharge Machining Characteristics of Al-Mg-MoS 2 Composites Using Response Surface Method /$cS. Senthil Kumar, R. Sudhakara Pandian, P. Pitchipoo, T. S. Senthilkumar, S. G. Ponnambalam. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (30 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAluminum metal matrix composites remain sophisticated materials with a broad series of applications because of their high strength-to-weight ratio, better resistance to wear and corrosion, improved high-temperature zone applications, and reasonable machinability. Furthermore, when manufactured through the powder metallurgy process, the tribological and machinability properties of aluminum-magnesium–based composites are found to be improved with the inclusion of molybdenum disulfide reinforcement. The response surface methodology technique was used for estimating the wear loss and coefficient of friction to study the tribological property. Also, it is employed in the wire electrical discharge machining (WEDM) technique, to predict material removal rate, surface roughness, and overcut. The projected values in both the wear and WEDM parameters are well within the minimal error value, according to the perturbation plot, and sufficient validation has been performed. The created model reveals that at 15 N, 2 m/s, 750 m, and 15 A, 90 µs, and 45 V, better tribology and WEDM characteristics are acquired. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aComposite construction. =650 \0$aComposite materials. =650 \0$aStructural engineering. =700 1\$aPitchipoo, P.,$eauthor. =700 1\$aPonnambalam, S. G.,$eauthor. =700 1\$aSenthilkumar, T. S.,$eauthor. =700 1\$aSudhakara Pandian, R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220327.html =LDR 03617nab a2200445 i 4500 =001 JTE20220338 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220338$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220338$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA780 =082 04$a624.154$223 =100 1\$aWu, Xing Zheng,$eauthor. =245 10$aInterpretation of Site-Specific Reliability Index for Piles Using Multiple Bidirectional Tests /$cXing Zheng Wu, Yu Chen, Ke Zhao Fang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe Osterberg cell test is an effective tool to evaluate the bearing behavior for piled foundations. Because of the significant intrinsic variabilities in material properties of piles, soil-pile intermediate, and soils, the responses of multiple piles under loading are uncertain. These uncertainties should be considered to evaluate the bearing characteristics of piles, in this work, a methodology for estimating the geometric reliability index of piles using the Osterberg cell testing is proposed. A dataset of load−displacement curves including 26 Osterberg cell-tested drilled shafts at the Los Angeles Memorial Coliseum site is used to illustrate the proposed method. Regression analyses with a two-parametric power law curve-fitting model are firstly used to construct the best-fit model for each load-displacement curve along an upward or downward direction individually. As a result, the regression parameters for this site are combined into a random vector. Statistical analyses are then performed on these regression variables, and the bivariate normal and non-normal models are developed. These bivariate models are used to predict the reliability index of these drilled shafts via the geometric reliability method. Such an interpretation of reliability index by analyzing the scatter in load test data can be helpful to design on pile foundations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aMechanics, Applied. =650 \0$aPiling (Civil engineering) =650 \0$aPipe, Steel. =700 1\$aChen, Yu,$eauthor. =700 1\$aFang, Ke Zhao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220338.html =LDR 03617nab a2200445 i 4500 =001 JTE20220342 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220342$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220342$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS183.25 =082 04$a669.028$223 =100 1\$aGülcan, Orhan,$eauthor. =245 10$aOptimization of Tooth Support Geometrical Parameters for Laser Powder Bed Fusion Produced Overhang Parts /$cOrhan Gülcan, Kadir Günaydın, Alican Çelik, Evren Yasa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn additive manufacturing (AM) technologies, support structures are used to anchor a part to the base plate and to prevent the part from distortions and dimensional deviations due to high thermal gradients during manufacturing. Because the support structures do not contribute any value to the part and need to be removed after manufacturing with extra costs and time, different studies have focused on minimizing the use of such structures. However, it is almost impossible to totally eliminate the need for support structures, especially in very complex parts with different overhang surfaces. Therefore, it is very important to optimize the support structure geometry to reduce support volume and consequently costs and time. Thus, the aim of this study is to investigate the effect of tooth support geometrical parameters, namely tooth height, top length, base length, and base interval on the part’s dimensional accuracy, surface roughness, microhardness through thickness, and support volume used in overhangs produced by laser powder bed fusion AM technology from Inconel 718 material. The L9 Taguchi design method was used to reduce the number of experiments. The efficiency of the parameters was determined by analysis of variance. Analyses of signal-to-noise ratios were used to obtain the optimum support parameter combination. The study reveals that tooth height has the highest effect on support volume and dimensional accuracy. Tooth base length was found to be the most effective parameter on surface roughness and microhardness through thickness. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aAdditive manufacturing. =650 \0$aMetallurgy. =700 1\$aÇelik, Alican,$eauthor. =700 1\$aGünaydın, Kadir,$eauthor. =700 1\$aYasa, Evren,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220342.html =LDR 03617nab a2200445 i 4500 =001 JTE20220343 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220343$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220343$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS623 =082 04$a631.45$223 =100 1\$aLiu, Shiyu,$eauthor. =245 10$aMitigation of Karst Soil Erosion by Optimizing a Biostimulation Strategy to Induce Mineralization /$cShiyu Liu, Yujia Sui. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (27 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aKarst soil erosion has long been regarded as a major environmental problem in many regions around the world, especially in Southwest China. Based on biomineralization, a biostimulation strategy optimized by the Plackett–Burman (PB) central composite design (CCD) method was proposed to improve the erosion resistance of a red karst clay soil. First, the key components of the stimulation solution were selected by the PB design. Then, a CCD was used to obtain the optimal ratio for each component of the stimulation solution. Finally, surface strength tests, calcium carbonate content tests, infiltration tests, wind erosion tests, and rainfall erosion tests were conducted to evaluate the effect of the biostimulation strategy on red clay erosion resistance and on the mechanical properties of the soil. The influence of cementation solution concentrations and treatment cycles were further analyzed based on test results. The microstructural features of the samples were also analyzed to elucidate the mechanisms of surface erosion control. The results showed that the proposed biostimulation strategy mitigated red clay erosion. Even at a wind speed of 30 m/s, the weight loss of all the biostimulation strategy-treated samples was almost negligible. After 10 cycles of biostimulation treatment, the maximum amount of soil erosion in the rainfall erosion test was reduced by a factor of 10.82. The crust formed on the surface of the samples treated with the biostimulation treatment had higher strength and lower permeability, and it effectively resisted soil erosion. The crust was formed because of binding of the biomineralization product calcium carbonate to soil particles. The higher the calcium carbonate content was, the stronger the erosion resistance of the samples. A comprehensive assessment of the treatment effect, efficiency, and cost showed that 7 cycles of biostimulation treatment with a 1.0 M cementation solution was optimal for the mitigation of red clay erosion. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aSoil conservation. =650 \0$aSoil erosion. =700 1\$aSui, Yujia,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220343.html =LDR 03617nab a2200445 i 4500 =001 JTE20220355 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220355$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220355$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT7.6 =082 04$a620$223 =100 1\$aGong, Zhicheng,$eauthor. =245 10$aBehavior of Jointed Rock Specimens Reinforced with Bolts under Uniaxial Compression /$cZhicheng Gong, Wendong Yang, Ling Wang, Lindong Fang, Weiteng Li, Yiwei Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (23 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aDiscontinuously jointed rock mass is very common in rock engineering, and it has the characteristics of discontinuity, inhomogeneity, and anisotropy. Bolt has been an economic and effective technique to support underground rock mass, but the understanding of the bolt reinforcement mechanism to jointed rock mass remains limited. Uniaxial compression test of multi-joint reinforced rock specimen was carried out with a fully grouting bolt. The mechanical properties and failure modes of these specimens are investigated. The experimental results show that the rock bolts can significantly improve the strength of jointed rock-like specimens. When the joint angle is 30° and the anchorage angle is 0°, the peak strength of the specimen increased by 80.76 %, and Young’s modulus increased by 117.83 %. The peak strength of the bolted rock-like specimen decreases with the increase of anchorage angle and increases with the increase of joint angle. The stress at the onset of dilatancy of the rock specimens clearly increases after the rock bolt is applied, and it decreases as the anchorage angle increases. The rock-like specimens after bolting show better ductility and integrity, and the specimens show apparent volumetric dilatation during failure. A strain-softening model of rock and the pile element in FLAC3D are used to carry out numerical simulations (Itasca Consulting Group, Inc. 2012). The mechanical characteristics obtained by the simulation are consistent with the laboratory results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aRock mechanics. =650 \0$aStructural dynamics. =700 1\$aFang, Lindong,$eauthor. =700 1\$aLi, Weiteng,$eauthor. =700 1\$aLi, Yiwei,$eauthor. =700 1\$aWang, Ling,$eauthor. =700 1\$aYang, Wendong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220355.html =LDR 03617nab a2200445 i 4500 =001 JTE20220375 =003 IN-ChSCO =005 20230412161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230412s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220375$2doi =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =037 \\$aJTE20220375$bASTM =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.C6 =082 04$a624.1$223 =100 1\$aLiu, Hong,$eauthor. =245 10$aThermal Behavior of Saturated Sand at Different Relative Densities /$cHong Liu, Miao Sun, Minqiang Meng, Zengchun Sun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWith the proposal of a dual carbon goal in China, shallow geothermal energy as a kind of clean energy has been gradually promoted and applied. At the same time, more and more geotechnical workers have gradually paid attention to the influence of temperature on the mechanical characteristics of rock and soil mass. Existing experimental research has shown that the thermodynamic behavior for cohesive soil such as clay and silt is relatively mature but is relatively less mature for noncohesive soil, especially for sand. Based on the hollow cylinder triaxial specimen, a series of temperature-controlled triaxial tests have been carried out on saturated Fujian sand under different initial relative density and temperature conditions to capture the change of axial and volumetric strains for saturated sand specimen with increasing temperature. In addition, a bulk volumetric coefficient of thermal expansion of the sand specimen has been put forward, and the relationship between this coefficient and initial relative density also has been established. Then, the thermal deformation mechanism of saturated sand specimen has been revealed. After that, based on the test data during undrained shearing, the stress–strain relationship, deviatoric stress, and pore water pressure at peak state for loose and medium-dense saturated sand specimens have been explored, which can be used to provide some theoretical guidance for shallow geothermal energy and other temperature-related engineering applications. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed April 12, 2023. =650 \0$aSand. =650 \0$aSoil mechanics. =700 1\$aMeng, Minqiang,$eauthor. =700 1\$aSun, Miao,$eauthor. =700 1\$aSun, Zengchun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 2 (March 2023).$dWest Conshohocken, Pa. :$bASTM International, 2022$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220375.html =LDR 03693nas a2200865 i 4500 =001 JTE2023071901 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: 2023 Volume 51, Issue 3 (May 2023) (viewed July 20, 2023). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttps://www.astm.org/journals/volume/listing/coden/JTEVAB/issue/3/volume/51/online-issue-date/2023-05-01+00%3A00%3A00/ =LDR 03693nas a2200865 i 4500 =001 JTE2023071902 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: 2023 Volume 51, Issue 4 (July 2023) (viewed July 20, 2023). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttps://www.astm.org/journals/volume/listing/coden/JTEVAB/issue/4/volume/51/online-issue-date/2023-07-01+00%3A00%3A00/ =LDR 03617nab a2200445 i 4500 =001 JTE20220039 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220039$2doi =037 \\$aJTE20220039$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA402.6 =082 04$a519.72$223 =100 1\$aThilagaraj, M.,$eauthor. =245 13$aAn Improved Scheduling of Vehicle Routing in Smart Cities by Multiverse Optimization /$cM. Thilagaraj, N. Arunkumar, C. S. Sundar Ganesh, R. Sivakumar, M. Pallikonda Rajasekaran. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aOne of the research problems is the vehicle routing problem (VRP) in smart cities for smooth movement of the vehicles and less traffic in the smart cities. The dynamic vehicle routing structure is a problem where a time frame is given for each vehicle to reach the destination, and this is classified as VRP with time windows. The Solomon’s datasets are utilized for this vehicle routing problem with time windows (VRPTW). The goal is to calculate the least number of vehicles using two variants of multiverse optimizer. The two variants of multiverse optimizer are compared with the other techniques in terms of the travelled distances, the number of vehicles and the computational time are analyzed, and the effectiveness is calculated for all the proposed models for the VRPTW problem. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aOperations research. =650 \0$aTransportation problems (Programming) =650 \0$aVehicle routing problem. =700 1\$aArunkumar, N.,$eauthor. =700 1\$aPallikonda Rajasekaran, M.,$eauthor. =700 1\$aSivakumar, R.,$eauthor. =700 1\$aSundar Ganesh, C. S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220039.html =LDR 03617nab a2200445 i 4500 =001 JTE20220041 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220041$2doi =037 \\$aJTE20220041$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.585 =082 04$a5.8$223 =100 1\$aBalasubramaniam, S.,$eauthor. =245 10$aDetecting the Type of Attack in Healthcare Cloud Computing System Using Termite Deep Belief Neural Network (TDBNN) for Future Smart Cities /$cS. Balasubramaniam, K. Siva Sankar, C. Brindha Malar, M. Pallikonda Rajasekaran, N. Arunkumar, M. Thilagaraj. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWith the popularity of smart electronic devices, along with the development of clouds and cloudlet technology, there has been an increasing need to provide better medical care. The processing chain of medical data mainly includes data collection, data storage, data sharing, etc. The traditional healthcare system often requires the delivery of medical data to the cloud, which involves users’ sensitive information and causes communication energy consumption. Practically, medical data sharing is a critical and challenging issue. This issue motivates construction to maintain the security and privacy of healthcare data by applying the neural network approach. During this process, the system examines the various intermediate attacks; malwares for detecting the threats also eliminate the unauthorized access in the cloud storage-based healthcare system. In this paper, A termite colony optimization deep belief neural network (TDBNN) is proposed for the feature selection process with the combination of Levenberg-Marquardt for the back-propagation stage, which hence detects the list of attacks that occurred in the cloud and categorizes it. The proposed TDBNN is compared with two well-known, state-of-the-art methods, the recurrent neural network oppositional crow search algorithm and voting extreme learning machine, in terms of precision, sensitivity, specificity, f1-score, and kappa score. The proposed method achieves 99.03 % accuracy, 99.03 % precision, 99.03 % sensitivity, 99.76 % specificity, a 99.03 % f1-score, and a 98.79 % of kappa score. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aCloud computing. =650 \0$aData protection. =650 \0$aInformation technology$xSecurity measures. =700 1\$aArunkumar, N.,$eauthor. =700 1\$aBrindha Malar, C.,$eauthor. =700 1\$aPallikonda Rajasekaran, M.,$eauthor. =700 1\$aSiva Sankar, K.,$eauthor. =700 1\$aThilagaraj, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220041.html =LDR 03617nab a2200445 i 4500 =001 JTE20220050 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220050$2doi =037 \\$aJTE20220050$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC20.7.M27 =082 04$a539.72$223 =100 1\$aLi, Pei,$eauthor. =245 10$aWater Resources Balanced Scheduling Method Using Particle Swarm Optimization for Future Smart Cities /$cPei Li, Hong Zhang, Yanbing Yue. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn order to solve the problem of a balanced water resources operation more effectively, the improved particle swarm optimization (PSO) algorithm is applied to the optimization of water resources and a mathematical model is constructed of water resources to optimize the operation of cascading hydropower plants. The objective function of the model is to solve the optimal output process of each hydropower plant so as to maximize the total power generation during the operation period. The constraints of the model are water level, output, discharge, the water balance of the reservoir, and the water flow relationship between the reservoirs. The particle swarm optimization algorithm is used to optimize the water resources of cascade hydropower plants. The objective function is taken as the fitness function of the particle swarm and the particle flight speed is dynamically adjusted to the ultimate optimal point. The time dimension of optimal scheduling is taken as the particle space dimension to realize the calculation of the multi-stage process of the scaling period. On this basis, from the two aspects of local convergence improvement and PSO, we improve the resource balance scheduling process of the particle algorithm and improve the balanced scheduling of water resources. The results show that the power generation of cascading hydropower plants is 4.52 % higher than that of the conventional operation when using the PSO algorithm; the average annual power generation of cascading hydropower plants is increased by 2.0 %, the guaranteed output is increased by 1.9 %, and the average annual waste water is reduced by 1.6 %. The guaranteed degree of water supply of the reservoir during the operation period is reduced and the storage capacity of the reservoir at the end of the year is increased by 50 %. The feasibility and effectiveness of this method in the optimization of water resources balance are verified, which shows that this method can provide a new idea for the balanced operation of water resources. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aMathematical optimization. =650 \0$aParticles (Nuclear physics) =650 \0$aSwarm intelligence. =700 1\$aYue, Yanbing,$eauthor. =700 1\$aZhang, Hong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220050.html =LDR 03617nab a2200445 i 4500 =001 JTE20220051 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220051$2doi =037 \\$aJTE20220051$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHT241 =082 04$a307.1216$223 =100 1\$aHou, Xiaolei,$eauthor. =245 10$aOnline Monitoring Method of Greenbelt Ecospace Pollution in a Smart City /$cXiaolei Hou, Zhihua Zhang, Junjun Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWith the development of urbanization, the problem of green space ecological environment pollution becomes increasingly sharp and complicated. Online monitoring based on the traditional technology is not very comprehensive, and there are always defects such as a false positive rate. Therefore, this paper proposes an online monitoring method for the green space ecological space pollution network based on its vulnerability. An independent functional expression was constructed by interpreting and analyzing the fragile zone and the clear calculation standards of its width index and overlap index, and vulnerability and comprehensive indicators were constructed to reduce the occurrence of false positives. The online monitoring method was constructed based on the heterogeneous integration and the local conditions. The experimental results show the following: the proposed method has low false alarm rate, high accuracy, excellent stability, and a good online monitoring effect of the ecological pollution network. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aSmart cities. =650 \0$aSustainable urban development. =650 \0$aUrban ecology (Sociology) =700 1\$aZhang, Junjun,$eauthor. =700 1\$aZhang, Zhihua,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220051.html =LDR 03617nab a2200445 i 4500 =001 JTE20220052 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220052$2doi =037 \\$aJTE20220052$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aSB731 =082 04$a632$223 =100 1\$aTang, Yana,$eauthor. =245 12$aA Smart Real-Time Monitoring Method of Vegetable Diseases and Insect Pests Based on Optical Fiber Sensor /$cYana Tang, Shilong Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn order to solve the problems of traditional recognition and monitoring methods, such as low recognition accuracy and long monitoring process, in this paper, a real-time monitoring method of vegetable diseases and pests based on optical fiber sensor is proposed. Firstly, according to the optical fiber sensor imaging technology, the crop image to be detected is obtained, and the preprocessing steps such as feature extraction are carried out at the same time to obtain three single classifiers composed of image color characteristics, texture macro description, and detail expression; secondly, the parallel pattern is used to fuse the three classifiers, and then a crop pest recognition method combined with multiple classifiers is proposed according to the K-nearest neighbor method; finally, based on the recognition results, the video monitoring dynamics of pests is constructed. In the construction process, the open design is implemented combined with the optical fiber sensor, and the corresponding pest data table is constructed according to the required data to realize the real-time monitoring of vegetable pests and diseases. The simulation results show that this method can effectively solve the problems faced by traditional methods in the experiment and has higher advantages compared with other methods in the calculation process. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aVegetables$xDiseases and pests$xControl. =650 \0$aVegetables$xDiseases and pests. =700 1\$aZhang, Shilong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220052.html =LDR 03617nab a2200445 i 4500 =001 JTE20220053 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220053$2doi =037 \\$aJTE20220053$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHT151 =082 04$a650$223 =100 1\$aYu, Jiangbo,$eauthor. =245 10$aModeling between Water Resources Security and Regional Economic Growth in the Yellow River Basin Based on Entropy Weight Method—A Case Study for Future Smart City /$cJiangbo Yu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn order to explore the relationship between water resource security and regional economic growth, the Yellow River Basin was taken as the study area, and a relationship model between water resource security and regional economic growth in the Yellow River Basin based on the entropy weight method was constructed. After investigating the geographical location, changes in water resources, and economic status of the study area, combined with the principle of coupling coordination in water resources and economic systems, the Yellow River Basin water resources security index system was constructed based on the five aspects, including water resources characteristics, water supply facilities, and water resources management capacity and regional economic growth index system was constructed based on survival and development poverty two aspects. The entropy weight method was used to measure the variation degree of the indexes, and the information entropy was used to calculate the weight of each index. The TOPSIS method can be applied in optimizing the coupling algorithm and building a coupling coordination relationship model. Based on the coupling coordination index, the relationship between water resources security and regional economic growth in the Yellow River Basin was analyzed. The results show that the model analysis results can reflect the actual situation of water resources security and regional economic growth in the Yellow River Basin and show that there is a high degree of coupling between water resources security and regional economic growth in most provinces (cities). The cities showing extreme coupling relationships are mainly distributed in the economic zones, including Henan, Ningxia, Shanxi, and Gansu, and the cities showing moderate coupling relationships are mainly distributed in Xining and Tibetan Autonomous Prefectures. At the same time, policy suggestions are put forward based on the relationship between water resources security and regional economic growth in the Yellow River Basin. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aCity planning. =650 \0$aUrban economics. =650 \0$aUrban geography. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220053.html =LDR 03617nab a2200445 i 4500 =001 JTE20220055 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220055$2doi =037 \\$aJTE20220055$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE539.2.S43 =082 04$a551.220287$223 =100 1\$aGuo, Yankun,$eauthor. =245 10$aUsing Wide-Angle Reflection Wave Technology to Detect Seismic Inversion Data of Complex Geological Structure Zone for a Future Smart World /$cYankun Guo, Chong Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe South Yellow Sea has complex geological conditions such as small seismic wave impedance differences between shallow and deep marine sedimentary formations. The energy of the reflection wave in the deep phase is weak at the same phase axis, making it difficult to identify the effective reflection information of the marine target layer, especially the deep parts covered by high-speed layers. It is extremely difficult to image the carbonate stratum of the Mesozoic and Paleozoic. For this reason, wide-angle reflection wave technology is used to detect seismic inversion data of complex geological structures. According to the comparative analysis of the actual seismic data and inversion simulation data in the South Yellow Sea area, it is verified that under the condition of complex geological structure, with the aid of inversion simulation data, effective waves and interference waves can be identified, which can guide the optimization of acquisition parameters in the deep target formation area of the South Yellow Sea, where imaging is difficult, in view of the factors affecting the imaging accuracy of the marine carbonate formation of the middle and Paleozoic, and this is conducive to improving the acquisition parameter quality of seismic data. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aSeismic reflection method$xDeconvolution. =650 \0$aSeismic tomography. =650 \0$aSeismic traveltime inversion. =700 1\$aZhang, Chong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220055.html =LDR 03617nab a2200445 i 4500 =001 JTE20220056 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220056$2doi =037 \\$aJTE20220056$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aT58.5 =082 04$a4$223 =100 1\$aHuang, Kui,$eauthor. =245 10$aBig Data Based Optimization of Rural Ecotourism Industry Structure for a Smart City /$cKui Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn order to improve the economic level of farmers and upgrade the structure of the rural tourism industry, the internet is used to optimize the structure of the rural ecotourism industry under big data. Tourism information resources are integrated from travel agency data, tour guide data, scenic area data, and hotel data. Based on the integrated data, the optimizing and upgrading idea of the rural ecotourism industry structure was proposed: build a public service platform for rural smart tourism to gather the rural development elements, change the form of the rural tourism market structure development, and establish a coconstructed and shared rural tourism development model. Based on the basic development ideas, developing new business forms, reconstructing the rural tourism industry chain, and analyzing the specific development path of experiential tourism product are necessary. It can be seen from the experiment that the tourism industrial structure optimization is conducive to promoting the development of urbanization and is also of great significance to the improvement of the farmer economic level. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aInformation technology$xSocial aspects. =650 \0$aSustainable development. =650 \0$aUrban geography. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220056.html =LDR 03617nab a2200445 i 4500 =001 JTE20220058 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220058$2doi =037 \\$aJTE20220058$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA402.5 =082 04$a519.625$223 =100 1\$aChen, Hong,$eauthor. =245 10$aConstruction of Smart Public Data Management Evaluation Index System Based on Genetic Algorithm /$cHong Chen, Tong Pan, Xiangzhen Zhou, Qiang Fu, Hui Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAiming at the problems of low storage efficiency, high execution cost, and high energy consumption of traditional regional public management evaluation indexes, a regional public management evaluation index system based on genetic algorithm is constructed. This paper processes the data of regional public management resources and constructs the evaluation index system model of regional public management under the environment of genetic algorithm, find the parallel points through the classification principle of genetic algorithm, and realize the regional public management resource data classification based on genetic algorithm. Based on this, the extended genetic algorithm is introduced to dynamically expand the storage node to back up the data of the inner node. Through the multithreshold image processing method, the data can be evenly stored in multiple nodes, and the construction of regional public management evaluation index system based on genetic algorithm is realized. The implementation results show that the proposed method can ensure the effective storage of regional public management resource data with high efficiency and low cost. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aArtificial intelligence. =650 \0$aComputational intelligence. =650 \0$aGenetic algorithms. =700 1\$aChen, Hui,$eauthor. =700 1\$aFu, Qiang,$eauthor. =700 1\$aPan, Tong,$eauthor. =700 1\$aZhou, Xiangzhen,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220058.html =LDR 03617nab a2200445 i 4500 =001 JTE20220059 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220059$2doi =037 \\$aJTE20220059$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHC117.N6 =082 04$a307.09716$223 =100 1\$aZuo, Chenzhuo,$eauthor. =245 10$aIntelligent Smart Community Public Service Supply Optimization Algorithm under Big Data Background for Smart City /$cChenzhuo Zuo, Qiang Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aNowadays, the organizational structure of public service facilities is loose, which is not conducive to the development and progress of public services. Therefore, it is very important to find an optimization algorithm for the supply of public services in intelligent communities. Aiming at the resource waste problem of high repetition rate and low utilization rate in the current method, an optimization algorithm for providing public services in intelligent communities under the background of big data is proposed. According to the attributes of planning factors, the planning scheme of the spatial layout is divided into multiple subsystems and the goodness value of the factors in the scheme is calculated by using the single factor modular root method. Taking each subsystem as a factor, the comprehensive goodness value of each decision scheme is obtained respectively, so as to complete the creation of the spatial layout model of public service facilities. Based on this model, the fractal dimension, shape, and discrete index of a land patch are calculated for the public service facilities of the intelligent community, and the calculated results are used to optimize the public service supply in intelligent communities. The experimental results show that the proposed algorithm can optimize the public service supply of intelligent communities and give them the advantages of low repetition rate and high utilization rate. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aCommunity development. =650 \0$aInformation technology$xEconomic aspects. =650 \0$aInformation technology$xSocial aspects. =700 1\$aChen, Qiang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220059.html =LDR 03617nab a2200445 i 4500 =001 JTE20220065 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220065$2doi =037 \\$aJTE20220065$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD769.4 =082 04$a628.354$223 =100 1\$aPeng, Min,$eauthor. =245 10$aTesting and Evaluation Study on the Settling and Dewatering Performance of Activated Sludge in Smart City Sewage /$cMin Peng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aBased on the analysis of the current situation of sewage sludge treatment and common sewage sludge treatment schemes in China, the aeration tank sludge of a sewage treatment system in a city was taken as the test object to carry out experimental research on the dewatering performance of activated sludge settlement. Based on the simulation of an aeration tank and sedimentation tank environment, the influence of temperature conditions on the settlement and dewatering performance of activated sludge was analyzed, and it was found that the settlement performance of activated sludge decreased in the low-temperature environment below 15°C. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aDigester gas. =650 \0$aSewage sludge fuel. =650 \0$aSewage$xPurification$xAnaerobic treatment. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220065.html =LDR 03617nab a2200445 i 4500 =001 JTE20220066 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220066$2doi =037 \\$aJTE20220066$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD192.75 =082 04$a628.5$223 =100 1\$aYang, Shan,$eauthor. =245 10$aPrinciple Component Analysis Based Risk Evaluation Model for Heavy Metal Pollution in Soil in E-waste Incineration Sites in a Smart City /$cShan Yang, Jiao Yan, Hongyan Yang, Zhao Li, Yong Wei. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn order to improve the accuracy of risk evaluation of heavy metal pollution in soil in e-waste incineration sites, a risk evaluation model of heavy metal pollution in soil in e-waste incineration sites is designed. In this study, taking an e-waste incineration site as an example, the analytical materials and reagents are proposed, and the risk evaluation model of heavy metal pollution in soil in e-waste incineration site is established through the establishment of risk evaluation index, principal component analysis, and comprehensive evaluation so as to realize the risk evaluation of heavy metal pollution in soil in e-waste incineration site. The effectiveness of the evaluation model is verified, which proves that the model has higher evaluation accuracy and less evaluation time. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aHeavy metals$xEnvironmental aspects. =650 \0$aPhytoremediation. =650 \0$aPollution. =700 1\$aLi, Zhao,$eauthor. =700 1\$aWei, Yong,$eauthor. =700 1\$aYan, Jiao,$eauthor. =700 1\$aYang, Hongyan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220066.html =LDR 03617nab a2200445 i 4500 =001 JTE20220067 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220067$2doi =037 \\$aJTE20220067$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD159.4 =082 04$a307.760285$223 =100 1\$aYu, Jia,$eauthor. =245 10$aFPGA-Based Hierarchical Configuration Method for Conservation-Oriented Ecological Garden Landscape for a Smart City Development /$cJia Yu, Rui Yang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aMore and more attention is paid to development and conservation at home. In response to national policies, this paper proposes a field-programmable gate array (FPGA)-based hierarchical configuration method for conservation-oriented ecological garden landscape to build sustainable ecological garden landscapes. Following the principles of uniformity, adapting measures to local conditions, and aesthetics in hierarchical configuration of conservation-oriented ecological garden landscape, this paper gives comprehensive consideration to examination factors and landscape plant rationality in hierarchical configuration and takes scenic beauty estimates to evaluate the plant landscape configuration effect. Under the guidance of hierarchical configuration principles and evaluation indicators for conservation-oriented ecological garden landscape, this paper adopts the FPGA partition algorithm to design the hierarchical conservation design model of the garden landscape. In the subsequent hierarchical configuration of ecological garden landscape, the lowest energy consumption is maintained, plant communities are reasonably collocated to achieve hierarchical configuration of the garden landscape, and energy consumption in the landscape is reduced through measures such as material and water conservation, thus achieving hierarchical configuration of conservation-oriented ecological garden landscape. Experimental research results of a forest park in Quanzhou conclude that this method can achieve hierarchical configuration of the ecological garden landscape in the forest park. Plant collocation is reasonable in the more aesthetic and concise landscape configuration. At the same time, the configuration process saves water resources and reduces energy consumption, demonstrating the advantage of low configuration costs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aSmart cities. =650 \0$aSociology. =650 \0$aSustainable urban development. =700 1\$aYang, Rui,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220067.html =LDR 03617nab a2200445 i 4500 =001 JTE20220068 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220068$2doi =037 \\$aJTE20220068$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ216 =082 04$a629.83$223 =100 1\$aNie, Ding,$eauthor. =245 10$aAutomatic Retrieval Algorithm for Bad Data of Power Equipment in Smart Distribution Network in a Smart City /$cDing Nie, Youle Song. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAs the current distribution network power equipment cannot realize the visualization of spatial data, the retrieval accuracy of bad data decreases. Therefore, an automatic retrieval algorithm for bad data of intelligent distribution network power equipment is proposed. The spatial data of smart distribution network is collected and geographic information science (GIS) technology is used to realize data visualization. On this basis, real-time operating data is collected in the distribution network, and according to the data collection results and the operation mechanism of the distribution network, it can be identified whether there are bad data in the distribution network and retrieved. Through the display data in the GIS visualization interface, the distance measurement method is used to determine the specific location of the bad data in the intelligent distribution network. The experimental results show that the research method’s bad data retrieval error and bad data position coordinate calculation error are small, the retrieval accuracy is high, the time-consuming is short, and the practical application effect is good. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aControl theory. =650 \0$aElectric power distribution$xReliability. =650 \0$aIntelligent control systems. =700 1\$aSong, Youle,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220068.html =LDR 03617nab a2200445 i 4500 =001 JTE20220069 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220069$2doi =037 \\$aJTE20220069$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ217.5 =082 04$a629.89$223 =100 1\$aGuo, Meili,$eauthor. =245 10$aIntelligent Control of Microwave Heating Temperature for Smart City Road Deicer Considering Ambient Temperature /$cMeili Guo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSnow in winter can make roads into ice, thus hindering people’s normal life travel. Therefore, in order to realize the quick deicing of roads in winter, an intelligent control method of microwave heating temperature for road deicers is proposed. The intelligent control system of microwave heating temperature was designed by analyzing the influence of ambient temperature on deicing efficiency. In terms of hardware, the structure of the microwave circuit control system is constructed by using a microwave generation system to realize the heating of ice and the measurement of temperature. Simulation results show that the method has a good effect on temperature control and improves deicing efficiency. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aIntelligent control systems. =650 \0$aMachine learning. =650 \0$aSoft computing. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220069.html =LDR 03617nab a2200445 i 4500 =001 JTE20220070 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220070$2doi =037 \\$aJTE20220070$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGV342.27 =082 04$a306.483$223 =100 1\$aGao, Xinling,$eauthor. =245 10$aDetection System of Physical Fitness Distribution during Human Movement in a Smart City Based on Nanobiosensor /$cXinling Gao, Yang Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn order to overcome the problems of low detection accuracy and efficiency existing in the traditional detection system of physical fitness distribution in the process of human movement, this article proposes a detection system of physical fitness distribution in the process of human movement based on nanobiosensor. The overall framework of the system is designed, and the nanobiosensor is designed according to the characteristics of nanomaterials to realize the accurate acquisition of energy parameters in the process of human movement. Combined with physical distribution detection module and communication module, the hardware design of the system is completed. In the software part of the system, the metabolic rate of human motion is calculated according to the energy metabolism conservation method, and the normalized energy distribution spectrum is obtained according to the calculation results to complete the detection of human energy distribution. The experimental results show that, compared with the traditional detection system, the detection accuracy and detection efficiency of the designed system are significantly improved, and the highest detection accuracy can reach 97 %. Therefore, it shows that the designed system has high practical application value. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aHuman locomotion$xSocial aspects. =650 \0$aPostmodernism and education. =700 1\$aWang, Yang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220070.html =LDR 03617nab a2200445 i 4500 =001 JTE20220073 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220073$2doi =037 \\$aJTE20220073$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK8315 =082 04$a621.367$223 =100 1\$aLiao, Xiaoyi,$eauthor. =245 10$aRapeseed Storage Quality Detection Using Hyperspectral Image Technology - An Application for Future Smart Cities /$cXiaoyi Liao, Guiping Liao, Linyu Xiao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAt present, the application of hyperspectral image technology in image target detection is lacking black-and-white correction, and the average spectral reflectance cannot be calculated, which leads to large error in image feature detection and classification. In this study, hyperspectral image technology was applied to the detection of rapeseed storage quality, and germination detection was completed during the storage of rapeseed. The black-and-white board correction to the hyperspectral data was completed and the spectral characteristic curve of the rapeseed sample hyperspectral image was obtained. The average spectral reflectance is calculated, the threshold of hyperspectral image is estimated, and the correlation technique is used to denoise the hyperspectral image. Based on this, the edge feature of the rapeseed hyperspectral image is recognized, and the feature classification of the hyperspectral rapeseed image is realized by combining the gray co-occurrence matrix. The experimental results show that the proposed method can detect the germination of rapeseed with high precision under the application of hyperspectral image technology. This study provides a reliable basis for the application of hyperspectral image technology. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aComputer science. =650 \0$aImage processing$xDigital techniques. =650 \0$aImage processing. =700 1\$aLiao, Guiping,$eauthor. =700 1\$aXiao, Linyu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220073.html =LDR 03617nab a2200445 i 4500 =001 JTE20220074 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220074$2doi =037 \\$aJTE20220074$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA75.6 =082 04$a6.31$223 =100 1\$aYu, Yu,$eauthor. =245 10$aReal-Time Sales Forecasting Algorithm of Electronic Commerce Products in a Smart City Based on Weighted Naive Bayes /$cYu Yu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn the real-time optimization and prediction of online sales of electronic (e-)commerce products, because of the diversity of users, randomness of data, limited server capacity, and statistics, the similarity index of node attributes is constrained, so false user information cannot be accurately analyzed and the accuracy of user activity analysis is poor. This paper proposes a Real-Time Sales Forecasting Algorithm of Electronic Commerce Products Based on Weighted Naive Bayes, product sales of the electricity suppliers push information do participles, cleaning, such as pretreatment, according to the push of information architecture space model, after pretreatment in high-dimensional sparse will be the basis of space model electricity product sales push information into the automatic encoder. According to the learning and layer-by-layer abstract output of e-commerce, product sales push information feature vectors, select the feature words, calculate the intraclass dispersion and interclass clustering degree of the feature words, and complete the real-time prediction of online sales of e-commerce products based on weighted naive Bayes. The experimental results show that the proposed algorithm realizes the real-time prediction of online sales of e-commerce products and provides a scientific basis for the optimization prediction of users’ sales potential. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aBayesian statistical decision theory. =650 \0$aComputer algorithms. =650 \0$aMachine learning$xMathematical models. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220074.html =LDR 03617nab a2200445 i 4500 =001 JTE20220076 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220076$2doi =037 \\$aJTE20220076$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHT166 =082 04$a307.1216$223 =100 1\$aXie, Qi,$eauthor. =245 10$aMarket Network Marketing Performance Evaluation in a Smart City Based on Fuzzy Algorithm /$cQi Xie. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn order to overcome the problems of long time-consuming evaluation results generation processes, low accuracy of evaluation results, and poor self-adaptability existing in traditional market network marketing performance evaluation models, this study designed a market network marketing performance evaluation model based on fuzzy algorithms. First, complete the design of the overall deployment architecture of the model by designing the terminal layer, server layer, and data layer. Among them, the work efficiency of the model is improved by setting a web server. Then, based on the analysis and evaluation principles, four first-level evaluation indicators and 18 second-level indicators are constructed, and then the evaluation of market network marketing performance is completed by designing fuzzy rules and the operation process of fuzzy algorithms, and combining the index weights. Experimental verification shows that the generation process of the evaluation results of this model is less time-consuming, the evaluation results are highly accurate, and the adaptive ability is strong, which proves that it has achieved the design expectations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aCities and towns$xEffect of technological innovations on. =650 \0$aCity planning. =650 \0$aEnvironmental management. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220076.html =LDR 03617nab a2200445 i 4500 =001 JTE20220077 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220077$2doi =037 \\$aJTE20220077$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.9.B56 =082 04$a5.758$223 =100 1\$aPeng, Jianxi,$eauthor. =245 10$aAgent Data Encryption and Storage Algorithm for Wireless Sensor Networks Based on Blockchain Technology for Future Smart City Networks /$cJianxi Peng, Jianhui Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAiming at the problems of long storage time and low encryption accuracy of the traditional agent data encryption storage algorithm in wireless sensor networks, an agent data encryption storage algorithm based on blockchain technology is proposed. Analyze the blockchain hierarchy and data, take the sensor node with the signal energy value exceeding the predetermined threshold as the source node for generating sensing data, and obtain the agent data transmission path of the wireless sensor network. Based on the obtained agent data transmission path in the data layer of data block, the agent data are encrypted by generating an encryption key and data encryption. According to the agent data encryption results, the agent data encryption storage model of the wireless sensor network is constructed. The simulation results show that the proposed algorithm has shorter storage time and higher encryption accuracy. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aArtificial intelligence$xComputer programs. =650 \0$aBlockchains (Databases) =650 \0$aSmart cities. =700 1\$aLi, Jianhui,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220077.html =LDR 03617nab a2200445 i 4500 =001 JTE20220080 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220080$2doi =037 \\$aJTE20220080$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS156.8 =082 04$a670.42$223 =100 1\$aGan, Yuanyan,$eauthor. =245 10$aSafety Production Detection Algorithm of Smart Factory Based on PC Control Technology /$cYuanyan Gan, Qiang Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn order to obtain the best scheme of safety production and operation decision-making of a smart factory and improve the rapid response ability of product information of a smart factory, the safety production detection algorithm of a smart factory is designed by using programmable computer (PC) control technology. The main interface, login interface, function interface, and navigation interface are designed, respectively, to realize the front-end design of the smart factory safety production detection platform. Based on PC control technology, the hardware equipment of perception layer, network layer, and application layer are installed, and on this basis, the database of the smart factory safety production detection platform is established. Once the operation data information is collected and detected, it is stored to the equipment fault experience knowledge base, and the fault diagnosis method of the minimum cut set of the fault tree is used to implement the on-site equipment diagnosis of the underlying Internet of Things of the smart factory, and finally the information sharing function of safety production detection through the information transmission of the safety production links of each smart factory is realized. Experiments show that the throughput data of the designed algorithm run stably, improve the control accuracy of safety production, and effectively improve the work efficiency. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aAutomatic control. =650 \0$aProcess control. =650 \0$aProduction control. =700 1\$aChen, Qiang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220080.html =LDR 03617nab a2200445 i 4500 =001 JTE20220081 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220081$2doi =037 \\$aJTE20220081$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aSB469.37 =082 04$a712$223 =100 1\$aDu, Juan,$eauthor. =245 10$aDesign of Smart Edge Sharpening and Enhancement Algorithm for the Complex Panoramic Image of City Landscape Architecture /$cJuan Du. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWhen using the current method to sharpen and enhance the edge of panoramic image, it is affected by the noise in panoramic image, resulting in large image standard deviation and mean square error, low signal-to-noise ratio and peak signal-to-noise ratio, high brightness distortion, and visual information distortion. Therefore, an edge sharpening and enhancement algorithm for the complex panoramic image of landscape architecture is proposed. The principal component analysis method is used to denoise the complex panoramic image of landscape architectures. According to the surface points and detail areas of plant landscape, the panoramic image’s super-resolution reconstruction and template matching are carried out, the overall histogram distribution model of panoramic image is reconstructed, and the self-similarity coefficient of edge sharpened surface points of panoramic image is obtained by tone mapping and color feature decomposition, so that the image edge sharpening is completed. Finally, NLEMD algorithm and Retinex algorithm are combined to enhance the complex panoramic image of landscape architecture. Experimental results show that the proposed algorithm has small image standard deviation and mean square error, high signal-to-noise ratio, and peak signal-to-noise ratio, as well as low brightness distortion and visual information distortion. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aLandscape architecture$xVocational guidance. =650 \0$aLandscape architecture. =650 \0$aLandscape design. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220081.html =LDR 03617nab a2200445 i 4500 =001 JTE20220083 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220083$2doi =037 \\$aJTE20220083$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aVM159.P655 =082 04$a623.881$223 =100 1\$aXiao, Jinfeng,$eauthor. =245 10$aShip Dynamic Positioning Control Based on Nonlinear Fuzzy Algorithm for a Smart Port City /$cJinfeng Xiao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAiming at the difficulty of the dynamic positioning process and trajectory control under the influence of complex disturbance, ship dynamic positioning control based on the nonlinear fuzzy algorithm is studied. By analyzing the composition and task of the ship dynamic positioning system, the nonlinear characteristics of the ship dynamic positioning system are obtained, and the ship dynamic pose is described by the combined coordinate system of the geodetic coordinate system, ship hull coordinate system, and multi-degree-of-freedom coordinate system. The dual fuzzy proportional, integral, derivative (PID) algorithm is applied to the point control and surface control and an approximate algorithm is adopted to calculate the target control parameters, so as to enhance the comprehensive effectiveness of ship hull nonlinear control results. The experimental results show that the control effect of this method is better and the heading angle control error is smaller. Meet the dynamic positioning ship control needs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aDeep-sea moorings. =650 \0$aShip handling. =650 \0$aShips$xHydrodynamics. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220083.html =LDR 03617nab a2200445 i 4500 =001 JTE20220084 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220084$2doi =037 \\$aJTE20220084$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHF5548.2 =082 04$a650.0285536$223 =100 1\$aGan, Yuanyan,$eauthor. =245 10$aInformatization of Intelligent PC Preform Automatic Production Line Based on Genetic Algorithm for Future Smart Industry /$cYuanyan Gan, Qiang Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe precast concrete (PC) preform automatic production line basically has no supporting enterprise resource planning (ERP) system and can only communicate information in the traditional way, which reduces work efficiency. ERP is an application that automates the business process and provides insights on marketing strategy. Therefore, the information research of the intelligent PC preform automatic production line based on a genetic algorithm is proposed. First, the core architecture of intelligent PC preform automatic production is proposed, then the core business process of PC factory is described, and the preform ERP core module is designed from multiple perspectives. According to the characteristics of genetic algorithm, the quantitative factor and proportional factor of the intelligent PC preform automatic production line transportation speed are calculated, the time-division control model of intelligent PC preform automatic production line transportation speed is established, and the calculation process of the quantitative factor and proportional factor is substituted to control the transportation speed of production line by time division. The experimental results show that after testing the control effect of the conveying speed of the production line, the convergence speed of the motor speed waveform, and the stability of the model, the information conveying speed of the intelligent PC preform automatic production line can be controlled by time, according to the instructions, and it has faster corresponding speed, higher stability, and smaller error in the process of controlling the production line. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aExpert systems (Computer science) =650 \0$aIBM Personal Computer$xProgramming. =650 \0$aMicrocomputers$xProgramming. =700 1\$aChen, Qiang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220084.html =LDR 03617nab a2200445 i 4500 =001 JTE20220085 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220085$2doi =037 \\$aJTE20220085$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD478 =082 04$a628.167$223 =100 1\$aLiu, Jingrui,$eauthor. =245 14$aThe Transient Performance-Evaluation Model for Desalination of Seawater Based on Matrix Algorithm – a Requirement for a Ported Arabic Smart City /$cJingrui Liu, Dongyang Pan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aBased on the transient performance model for desalination of seawater based on the matrix algorithm, the desalination device is designed according to the evaporation condensation mechanism of falling film in horizontal tube, and its structure operation and operation principle are analyzed. Then, the differential equation of the transient heat-conduction problem of the seawater desalination device is constructed. On the basis of experimental data or numerical calculation results, the temperature field of structure at some time is selected to form the snapshots matrix, and a set of optimal eigenorthogonal decomposition bases is obtained by eigenorthogonal decomposition of the snapshots matrix. Finally, the finite-element discrete scheme of the nonlinear transient heat-conduction problem is reduced by using eigenorthogonal decomposition bases of the linear problem, and the lower-order ordinary differential equations of the reduced-order model for the nonlinear transient heat-conduction problem of the seawater desalination device are obtained. The ordinary differential equations of the reduced-order model are solved by solving the ordinary differential equations of the reduced-order model. The distribution of the temperature field at each time of the structure is obtained. The performance of the model is verified by numerical examples under the conditions of two-stage temperature-difference heating and only the top-level heating. The results show that the model has good accuracy and efficiency. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aSaline water conversion. =650 \0$aSeawater$xDistillation. =700 1\$aPan, Dongyang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220085.html =LDR 03617nab a2200445 i 4500 =001 JTE20220086 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220086$2doi =037 \\$aJTE20220086$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHT166 =082 04$a307.1216$223 =100 1\$aJing, Li,$eauthor. =245 10$aIncremental Attribute Reduction Algorithm for Smart City Local Area Communication Systems Based on Similarity Relation /$cLi Jing. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe wide application of local area communication system brings comprehensive data information but also increases the difficulty of data mining and analysis. Therefore, the data mining preprocessing link-attribute reduction is studied. The research is divided into three parts: first, the method of distinguished matrix fast calculating is used for discerning the core attributes of a data set; second, the k-nearest neighbor algorithm is used to calculate the attribute as well as the similarity coefficient between condition attributes, and to finish at the beginning of attribute reduction; and third, the global optimization ability of particle swarm algorithm implementation attribute reduction is used again to complete local area communication system incremental attribute reduction targets. The results show that compared with the three previous reduction algorithms, the proposed algorithm has the least number of attributes and the least number of iterations, which proves the reduction degree and efficiency of the proposed method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aCity planning$xTechnological innovations. =650 \0$aInternet of things. =650 \0$aMathematical optimization. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220086.html =LDR 03617nab a2200445 i 4500 =001 JTE20220087 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220087$2doi =037 \\$aJTE20220087$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1632 =082 04$a6.4$223 =100 1\$aChen, Yujue,$eauthor. =245 10$aPhysiological Feature Recognition Algorithm of Human Exercise-Induced Fatigue Based on Parameter Analysis of Nanomachine Simulation for a Future Smart World /$cYujue Chen, He Hu, Qiang Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTraditional methods cannot fully reflect the fatigue degree of human exercise through a single parameter, which has the problems of long recognition time, high recognition coincidence, and poor anti-interference. Therefore, a physiological feature recognition algorithm of human exercise-induced fatigue based on parameter analysis of nanomachine simulation is proposed. The output value of body weight and a three-axis acceleration sensor are used to calculate the energy consumption parameters. By judging the time series period of fatigue physiological features data, the physiological features of human exercise-induced fatigue are extracted, and the feature extraction results are fused. According to the fusion results, the feature recognition is realized by analyzing the simulation parameters of nanomachine. The experimental results show that the shortest feature recognition time of the proposed method is 2.35 s, which is significantly lower than that of the traditional method, the feature recognition coincidence degree of the proposed method is lower, and the anti-interference performance is better, which fully shows that the method can accurately judge the degree of human exercise-induced fatigue. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aImage processing$xDigital techniques. =650 \0$aOptical pattern recognition. =650 \0$aPattern recognition systems. =700 1\$aHu, He,$eauthor. =700 1\$aLi, Qiang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220087.html =LDR 03617nab a2200445 i 4500 =001 JTE20220092 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220092$2doi =037 \\$aJTE20220092$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK1006 =082 04$a333.7932$223 =100 1\$aXu, Tao,$eauthor. =245 10$aElectric Control System of Smart City Marine Garbage Cleaning Robot Based on Deep Learning /$cTao Xu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe problem of water resource security is closely related to human life. How to maintain the safety of water resources and timely clean up water pollutants has become the focus of human attention at this stage. The ocean is an important source of water resources, and marine garbage cleaning is very important. This study will analyze and design an electronic control system of a garbage cleaning robot by a deep learning algorithm. The experimental results show that the access of maximum power point tracking equipment is conducive to maintaining the functional stability of the robot power supply system in different environments; the solar cell maintains the maximum output power and prolongs the robot’s endurance time; and the target recognition algorithm based on deep learning can achieve 95 % accuracy rate, 1.25 % false alarm rate, and 5 % false alarm rate respectively, which has high reliability. When people identify and locate the three places and collect garbage, the azimuth error is 8.4 %, 4.6 %, and 3.0 %, and the distance error is 5.6 %, 4.9 %, and 11.1 %, respectively. In conclusion, the electric control system can guide the robot to complete the task of marine garbage cleaning. It is hoped that the research results can provide help for the development of a marine garbage cleaning robot. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aMicrogrids (Smart power grids) =650 \0$aSmall power production facilities. =650 \0$aSmart cities. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220092.html =LDR 03617nab a2200445 i 4500 =001 JTE20220093 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220093$2doi =037 \\$aJTE20220093$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7882.B56 =082 04$a6.4$223 =100 1\$aMa, Lei,$eauthor. =245 10$aDouble Encryption Algorithm for Massive Personal Biometric Authentication Images Based on Chaotic Mapping for Future Smart Cities /$cLei Ma, Mingfei Qu, Pengfei He. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTo address the problems of low encryption security, slow encryption speed, and small key space of personal biometric authentication image, a double encryption algorithm of image based on chaotic mapping is proposed. The global block-matching strategy of sparse clustering is used to remove the image noise, and the encrypted key information in the biometric authentication image is extracted by mathematical morphology. The logistic index is used to disrupt the image information distribution, bit scrambling is used to double scramble the image, and the Secure Hash Algorithm (SHA)-256 hash function is used to generate the initial value of the chaotic system to obtain the chaotic map and the random variable sequence of hyperchaotic Chen system, and the chaotic sequence is transformed into the ciphertext image matrix after exclusive OR (XOR) operation in order to realize the double encryption of personal biometric authentication image. The results show that the proposed method has large key space, high encryption accuracy, fast efficiency, and better security performance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aBiometric identification. =650 \0$aIdentification$xAutomation. =650 \0$aOptical pattern recognition. =700 1\$aHe, Pengfei,$eauthor. =700 1\$aQu, Mingfei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220093.html =LDR 03617nab a2200445 i 4500 =001 JTE20220094 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220094$2doi =037 \\$aJTE20220094$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.9.D343 =082 04$a6.312$223 =100 1\$aCui, Jiayi,$eauthor. =245 10$aDeep Mining Algorithm of Online Purchase Behavior Data Based on Decision Tree Model /$cJiayi Cui. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIt is difficult to mine online buying behavior data by ignoring the classification of online buying behavior data, and the precision and recall are both on the low side. The training set of online buying behavior data is processed by top-down recursion, and a single decision tree is created recursively, and a decision tree classification model is constructed. Based on the classification results of behavior data, the regular estimation of online shopping features is calculated by preprocessing customer behavior features, and the deep mining algorithm is designed. Experimental results show that the decision tree model has good data clustering effect. Based on this, the precision and recall of online shopping behavior data mining are high, and the application performance is ideal. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aArtificial intelligence. =650 \0$aData mining. =650 \0$aMachine learning. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220094.html =LDR 03617nab a2200445 i 4500 =001 JTE20220095 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220095$2doi =037 \\$aJTE20220095$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK1006 =082 04$a333.7932$223 =100 1\$aYang, Dongmei,$eauthor. =245 10$aAI-Based Detection of Power Consumption Behavior of People in a Smart City /$cDongmei Yang, Yueyuan Zhang, Hongming He. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn the past, the power consumption behavior of customers was not considered, so the research of power consumption behavior based on artificial intelligence technology was put forward. Combined with artificial intelligence technology, the structure block diagram of electricity consumption analysis is constructed to complete multivariable and multidimensional data storage and management. The initial cluster center is randomly selected from the sample data set to determine the distance between the sample point and the cluster center. Based on the reasonable evaluation index of electric power behavior, the analysis model of electric power consumption behavior is established. The data set is divided by similarity measure, the fuzzy weighted index is initialized, the membership matrix is initialized and updated, the objective function is calculated, and the types of data objects are determined according to the calculation results. Based on this, the user screening process for abnormal power consumption is designed. The k-means clustering algorithm is used to design the diagnostic analysis process, and the closed-loop diagnostic mechanism for abnormal electricity consumption such as stealing and leakage is studied. Experimental results show that the proposed method can effectively distinguish the normal operation mode from the abnormal operation mode of power consumers. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aMicrogrids (Smart power grids) =650 \0$aSmall power production facilities. =650 \0$aSmart cities. =700 1\$aHe, Hongming,$eauthor. =700 1\$aZhang, Yueyuan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220095.html =LDR 03617nab a2200445 i 4500 =001 JTE20220096 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220096$2doi =037 \\$aJTE20220096$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA402.5 =082 04$a519.6$223 =100 1\$aLiu, Changfa,$eauthor. =245 10$aDynamic Prediction Algorithm for Low-Voltage Distribution Network Power Loss in a Smart City Based on Classification Decision Tree and Marketing Data /$cChangfa Liu, Liheng Fu, Hongsheng Li, Bo Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWhen the current algorithm is used to predict the power loss of the low-voltage distribution network, the missing marketing data cannot be processed, which leads to the problem of relatively large root mean square error in the algorithm. To this end, this paper proposes a dynamic prediction algorithm for low-voltage distribution network power loss that combines classification decision trees and marketing data. First, use the classification decision tree to classify the marketing data, and select the missing marketing data. Second, the combined threshold filling method is used to fill the missing data. Finally, the process state characterization method is used to realize the dynamic prediction of the power loss of the low-voltage distribution network based on the complete marketing data. The experimental results show that the data missing ratio of the proposed algorithm is less than 0.2, the root mean square relative error is less than 0.02, and the fitness is higher than 0.08 on average, as with the comparison with the three methods of comparison. The results prove the future prediction to be implemented in a smart city. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aCombinatorial optimization. =650 \0$aComputational intelligence. =650 \0$aDecision trees. =700 1\$aChen, Bo,$eauthor. =700 1\$aFu, Liheng,$eauthor. =700 1\$aLi, Hongsheng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220096.html =LDR 03617nab a2200445 i 4500 =001 JTE20220098 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220098$2doi =037 \\$aJTE20220098$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHT166 =082 04$a307.1216$223 =100 1\$aLi, Ruihua,$eauthor. =245 10$aData Mining and Analysis Algorithm of Smart City Network Information Resource Description Framework Based on Fuzzy Association Rules /$cRuihua Li, Zhidong Feng, Hongbo Guo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAiming at the problems of poor effect, low precision, and a long time frame in the current data mining analysis algorithm of the network information resource description framework (RDF), a data mining analysis algorithm of the network information RDF based on fuzzy association rules is proposed. Using association rule mining technology combined with fuzzy set theory, a fuzzy association rule algorithm is obtained to deal with quantitative data. Fuzzy c-means (FCM) is used to discretize continuous attributes, and the fuzzy concept pattern and its support and credibility are defined. Add a Mining Query flag to extend the SPARQL Protocol and RDF Query Language (SPARQL) syntax, define the user specified mining model, generate the corresponding project set and transaction, adopt the fuzzy association rule algorithm to generate fuzzy association rules, and realize the RDF data mining analysis of network information. The experimental results show that the network RDF data mining analysis effect of the proposed algorithm is good, which can effectively improve the network RDF data mining analysis accuracy and shorten the mining analysis time. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aCity planning$xTechnological innovations. =650 \0$aData mining. =650 \0$aMathematical models. =700 1\$aFeng, Zhidong,$eauthor. =700 1\$aGuo, Hongbo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220098.html =LDR 03617nab a2200445 i 4500 =001 JTE20220099 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220099$2doi =037 \\$aJTE20220099$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD159.4 =082 04$a307.760285$223 =100 1\$aMa, Baoqiu,$eauthor. =245 13$aAn Intelligent Fault Diagnosis Algorithm for Vehicle Internal Combustion Engines Based on Instantaneous Speed for a Smart City /$cBaoqiu Ma, Jingli Li, Jianwei Liang, Peiyue Liu, Lifeng Hou, Lei Zhao, Jiangran Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAffected by interference factors such as Gaussian noise, the traditional methods have the problems of inaccurate diagnosis results of unsteady vibration signals, high uncertainty of fault diagnosis, and low overall fault diagnosis accuracy. In this paper, a fault diagnosis algorithm of vehicle internal combustion engine based on instantaneous speed and machine learning is proposed. The instantaneous speed is measured by the hardware method. According to the processing results of instantaneous speed, the unsteady vibration signal of the vehicle internal combustion engine is analyzed, and the principal components of unsteady vibration are separated to suppress the interference of Gaussian strong noise. The running state of the vehicle internal combustion engine is identified by the wavelet transform method. According to the identification results, the fault diagnosis of the vehicle internal combustion engine is realized by the twin support vector machine classification algorithm in machine learning. The experimental results show that the minimum uncertainty coefficient of fault diagnosis in this algorithm is 0.08, the accuracy of the unsteady vibration signal diagnosis is higher, and the overall accuracy of fault diagnosis is lower. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aArtificial intelligence. =650 \0$aComputational intelligence. =650 \0$aMachine learning. =700 1\$aHou, Lifeng,$eauthor. =700 1\$aLi, Jingli,$eauthor. =700 1\$aLiang, Jianwei,$eauthor. =700 1\$aLiu, Jiangran,$eauthor. =700 1\$aLiu, Peiyue,$eauthor. =700 1\$aZhao, Lei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220099.html =LDR 03617nab a2200445 i 4500 =001 JTE20220100 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220100$2doi =037 \\$aJTE20220100$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7872.D48 =082 04$a681.2$223 =100 1\$aCui, Jiantao,$eauthor. =245 10$aMalware Detection Algorithm for Wireless Sensor Networks in a Smart City Based on Random Forest /$cJiantao Cui. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAiming at the problems of inaccurate malware detection in traditional wireless sensor network detection algorithms, resulting in inaccurate prediction of network residual energy and low network life, a malware detection algorithm for wireless sensor networks based on random forest is proposed. Firstly, the random forest is optimized and introduced into software detection. Based on this, the attack model and software trust of malware are calculated to realize the detection of malware in wireless sensor networks. The experimental results show that the proposed algorithm can effectively improve the detection rate, and the prediction of network residual energy is accurate, which can effectively prolong the service life of the network. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aSensor networks. =650 \0$aWireless communication systems. =650 \0$aWireless LANs. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220100.html =LDR 03617nab a2200445 i 4500 =001 JTE20220101 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220101$2doi =037 \\$aJTE20220101$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.6 =082 04$a510.7808$223 =100 1\$aWang, Huan,$eauthor. =245 10$aFast Retrieval Method of Massive Library Literature Resources Based on an Online Hash Algorithm /$cHuan Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAiming at the relatively large amount of library literature resources, a fast retrieval method for massive library literature resources based on an online hash algorithm is designed. The Pearson correlation coefficient is used to calculate the correlation between library literature resources, the collaborative filtering algorithm is used to realize the library literature resource mining based on the calculation results, and the least squares method is used to filter the nonsignificant data features in the mining results. Construct a Hash-B-tree to search the user’s library literature resources on a certain day, design a hash function lookup table to manage inactive metadata, and use fuzzy theory to simulate data with similar characteristics in the data divergence measurement sample, minimize the divergence of the sample data, and finally visualize the retrieval results based on the subject hierarchical relationship. The experimental results show that this method has the advantages of higher retrieval result accuracy, faster retrieval efficiency, and higher comprehensiveness of retrieval results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aAlgorithms. =650 \0$aComputer programs$xCorrectness. =650 \0$aHashing (Computer science) =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220101.html =LDR 03617nab a2200445 i 4500 =001 JTE20220105 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220105$2doi =037 \\$aJTE20220105$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK1087 =082 04$a621.31244$223 =100 1\$aWang, Shuaijie,$eauthor. =245 10$aNew Energy Power Planning of Photovoltaic Power System for a Smart City Based on Genetic Algorithm /$cShuaijie Wang, Dong Zhang, Zhenhe Ju. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAs a basic link, planning plays an important role in the orderly development of new energy. The traditional new energy power planning has poor accuracy and low service efficiency. In order to solve the above problems, new energy power planning research of a regional photovoltaic power system based on genetic algorithm is proposed. We use the network to connect a number of small power stations together and centrally allocate and improve the breadth and depth of energy utilization. Through the four areas of power data mining, power data processing, power data acquisition and transmission, and power data acquisition gateway, we build a large area photovoltaic power system new energy power planning structure, setting acquisition function, storage function, and display function. Based on the equivalent circuit of power network, combined with the coupling phenomenon elimination function adjustment mechanism, the load parameters of new energy power planning output line are extracted, and the load diagnosis model of new energy power planning output line of large-scale photovoltaic power system is constructed by genetic algorithm. The experimental results show that the planning method has high planning efficiency, good planning accuracy, and stability. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aElectronic circuits. =650 \0$aEnergy consumption. =650 \0$aPower electronics. =700 1\$aJu, Zhenhe,$eauthor. =700 1\$aZhang, Dong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220105.html =LDR 03617nab a2200445 i 4500 =001 JTE20220114 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220114$2doi =037 \\$aJTE20220114$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS183 =082 04$a670.42$223 =100 1\$aShi, Li,$eauthor. =245 10$aSupplier Incentive Considering Overconfidence of Main Manufacturers from the Perspective of Capability Maturity of Intelligent Manufacturing /$cLi Shi, Yuan Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn the process of intelligent manufacturing transformation and upgrading, the main manufacturer’s cognitive deviation of its intelligent manufacturing level leads to overconfidence, which affects the collaborative efficiency of intelligent manufacturing supply chain and the profits of other supplier members. This article considers the risk of overconfidence behavior of the main manufacturer and conducts supplier incentive research from the perspective of intelligent manufacturing capacity maturity. Firstly, the index system is constructed based on the intelligent manufacturing capability maturity theory, and then the overconfidence degree of the main manufacturer is judged through the clustering image of t-distributed stochastic neighbor embedding algorithm. Then, based on the Stackelberg game idea, the overconfidence coefficient of the main manufacturer and the supplier incentive factor are introduced to construct the supplier incentive model to test the overconfidence of the main manufacturer. Finally, an example is given to verify the effectiveness of the proposed model. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aArtificial intelligence$xIndustrial applications. =650 \0$aManufacturing processes$xData processing. =650 \0$aProduction management$xData processing. =700 1\$aLiu, Yuan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220114.html =LDR 03617nab a2200445 i 4500 =001 JTE20220119 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220119$2doi =037 \\$aJTE20220119$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.9.D343 =082 04$a6.312$223 =100 1\$aLi, Junmei,$eauthor. =245 10$aTrusted Network Difference Data Mining Algorithm Based on Artificial Bee Colony Optimization /$cJunmei Li, Huafeng Chen, Suruo Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTrusted network is characterized by a large amount of data, abnormal dispersion, and high complexity. Traditional methods are easily affected by trusted network environment, resulting in unreliable mining results. Therefore, a new real-time mining method of trusted network difference data is proposed. Real-time collection of trusted network difference data through history system is performed on the basis of determining the principle of trusted network difference data mining and collecting and extracting the characteristics of difference data. The process of trusted network differential data mining is designed through the artificial bee colony algorithm. According to the process, differential data mining is carried out from three aspects: constructing a trusted network differential data transmission path, updating pheromone, and establishing a differential data transmission path set. The experimental results show that the proposed method can effectively realize the real-time mining of difference data, and the mining accuracy is more accurate. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aData mining. =650 \0$aGraph theory$xData processing. =650 \0$aMachine learning. =700 1\$aChen, Huafeng,$eauthor. =700 1\$aLi, Suruo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220119.html =LDR 03617nab a2200445 i 4500 =001 JTE20220123 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220123$2doi =037 \\$aJTE20220123$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHT321 =082 04$a338.9009173$223 =100 1\$aLi, Zhanguo,$eauthor. =245 10$aEmpirical Study on the Performance of Industry Chains Finance Business in Finance Companies Based on the Included Angle Cosine-Grey Relation Method /$cZhanguo Li, Haiming Long, Ming Hu, Xin Jiang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAs a new financial solution, industry chain finance helps to improve the competitive efficiency of the cross-industry chain. Following the basic principles of the balanced scorecard, this paper constructs an evaluation index system that emphasizes financial business objectives and effects of a financial company’s industrial chain. Combined with the data of a buyer’s credit business, as well as the consumer credit business and the financial leasing business of H Finance Company from 2018 to 2019, this paper makes an empirical analysis on the financial business of the three industrial chains of H Finance Company by using the included angle cosine-grey correlation method. As revealed by the study, from the perspectives of performance in relation to chain companies, contribution to core enterprise, and employee development, the buyer’s credit business delivers optimal performance compared to the other two businesses owing to its long duration of operation, large client base, high financing demand, and relatively well-established business system. With regard to profitability, operational efficiency, and development potential, the consumer credit business demonstrates the strongest potential to obtain cash flow, has the best certificate processing time and processing accuracy, and has a relatively robust credit balance growth and profit growth. Comparatively speaking, the financial leasing business evolves relatively sluggishly among the three businesses. There is considerable room for improvement in all three businesses, so finance companies are encouraged to consider expanding these three business sectors in the future and increase their financial services in the industry chain. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aCities and towns$xRatings and rankings. =650 \0$aSociology, Urban. =650 \0$aUrban economics. =700 1\$aHu, Ming,$eauthor. =700 1\$aJiang, Xin,$eauthor. =700 1\$aLong, Haiming,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220123.html =LDR 03617nab a2200445 i 4500 =001 JTE20220124 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220124$2doi =037 \\$aJTE20220124$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ211 =082 04$a629.892$223 =100 1\$aLuo, Wei,$eauthor. =245 10$aDrazin Inverse Representation of Idempotent Operators Linear Combination Based on Space Decomposition – An Application for a Smart City /$cWei Luo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe idempotent operator in Hilbert space can be decomposed into a linear combination of two idempotent operators, and two idempotent operators are obtained through the decomposition process. The Drazin inverse representation of the linear combination of idempotent operators based on space decomposition is researched in this paper. By using the block operator matrix technique, the infinite-dimensional complex Hilbert space is decomposed to obtain the expression of the Drazin inverse of two idempotent operators P and Q’s multilinear combinations under different conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aAutomatic control. =650 \0$aMechanics. =650 \0$aRobotics. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220124.html =LDR 03617nab a2200445 i 4500 =001 JTE20220125 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220125$2doi =037 \\$aJTE20220125$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aS405 =082 04$a630.6$223 =100 1\$aWang, Jingli,$eauthor. =245 10$aDrag Reduction Method of Deep Pine Components in Soda Saline-Alkali Soil for a Smart City /$cJingli Wang, Weizhi Feng, Hang Zhang, Jia Sun, Qinglai Zhao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe traditional method of deep pine in soda saline-alkali soil has great resistance, so the structure of the deep pine shovel is optimized to reduce the resistance. The deep pine shovel structure model was constructed with bionic technology, and the 3-D bionic model was built with Unigraphics software to imitate the appearance of the paw and toe of the Daurian typhus. The tip of the deep loose shovel imitates the surface structure of the lip base of the head of a dung beetle, which makes the tip of the shovel have good nonstick and wear resistance characteristics. The structural parameters, manufacturing materials, and technology of the spatula tip were determined, and the connection and fixation of the spatula tip and handle were completed by force analysis of the spatula tip and handle. In order to verify the drag reduction effect of the proposed method, a comparative experiment was designed. The experimental results show that the resistance of the designed deep pine shovel is 5,592.8 N when the tillage depth is 25 cm and 7,129 N when the tillage depth is 30 cm. When the tillage speed is 0.2 m/s, the resistance to the deep pine shovel of the drag reduction method in this paper is 521 N. When the tillage speed increases to 1.0 m/s, the resistance of the deep pine shovel in this paper is only 1,035 N. The method in this paper has good drag reduction effect and high application value. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aNitrates. =650 \0$aReduction (Chemistry) =650 \0$aSoils$xAnalysis. =700 1\$aFeng, Weizhi,$eauthor. =700 1\$aSun, Jia,$eauthor. =700 1\$aZhang, Hang,$eauthor. =700 1\$aZhao, Qinglai,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220125.html =LDR 03617nab a2200445 i 4500 =001 JTE20220126 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220126$2doi =037 \\$aJTE20220126$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aP123 =082 04$a25.4015118$223 =100 1\$aZheng, Fangxia,$eauthor. =245 10$aIndividualized Recommendation Method of Multimedia Network Teaching Resources Based on Classification Algorithm in a Smart University /$cFangxia Zheng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCurrent recommendation methods of multimedia network teaching resources cannot classify the resources with high precision, which leads to large deviation of recommendation results and low recall. Therefore, a personalized recommendation method of multimedia network teaching resources based on classification algorithm is proposed. Adaptive sliding window mutual information method is used to process historical and incremental data of teaching resources and extract the characteristics of multimedia network teaching resources. Two-step clustering algorithm combined with business identifier code criteria are used to complete resource classification. Based on structured query language (SQL) multimedia network teaching resources data recommendation database, document query and processing, combined with SQL structure, a personalized recommendation of multimedia network teaching resources is completed. The experimental results show that the recall of the classification results is higher than 99.58 %, and the highest F1 value is 97.28 %. The precision of personalized recommendation of multimedia network teaching resources is always higher than 90 %, and the recall rate is also higher. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aAlgorithms. =650 \0$aMathematical linguistics. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220126.html =LDR 03617nab a2200445 i 4500 =001 JTE20220127 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220127$2doi =037 \\$aJTE20220127$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aSB191.M2 =082 04$a633.15$223 =100 1\$aZhao, Chunkai,$eauthor. =245 10$aEffects of Returning Straw to Field on Soil Particle Size and Corn Yield in a Smart City /$cChunkai Zhao, Huaze Wang, Chong Zhang, Mingsen Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn view of the influence of straw returning interval time on soil particle size and corn yield, in order to determine the interval time of straw returning to the field, a study on the influence of straw returning to the field on soil particle size and corn yield was put forward. The experiment of straw returning to the field every other year, straw returning to the field continuously, and straw returning to the field continuously with nitrogen fertilizer was made. The results showed that although there was a trend of increasing corn yield and 100 grain weight in the year of straw returning, the difference was not significant; in the fifth year of straw returning, the effect of increasing corn yield and 100 grain weight was obvious, the increase range of corn yield was 3.07∼11.69 %, the increase of 100 grain weight was 1.41∼5.20 %, the effect of continuous returning and returning every other year on yield and 100 grain weight was not significant, but increasing nitrogen had a significant increase. The yield and 100 grain weight increased by 5.51 % and 3.65 %, respectively. The continuous return of straw to the field, the return of straw to the field every other year, and the increase of nitrogen had no effect on the seed yield of maize. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aCorn$xYields. =650 \0$aCorn. =700 1\$aLi, Mingsen,$eauthor. =700 1\$aWang, Huaze,$eauthor. =700 1\$aZhang, Chong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220127.html =LDR 03617nab a2200445 i 4500 =001 JTE20220128 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220128$2doi =037 \\$aJTE20220128$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHT166 =082 04$a307.1216$223 =100 1\$aWang, Jing,$eauthor. =245 10$aModeling and Analysis of Psychological Change and Adaptability of College Students Based on Machine Learning as an Infrastructure to a Smart City /$cJing Wang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn order to improve the mental health education of college students, reduce the intermediate links, and improve work efficiency, this paper analyzes the psychological change characteristics and adaptability of college students based on machine learning. We should introduce speech recognition technology, carry out natural language processing, vectorize the speech text, construct the semantic perception model of college students’ mental health states, and track the sensitive words similar to the evaluation standard of college students’ mental health states; we should introduce multifeature fusion technology through measuring the description ability of different features, learn the complementary state of different sensitive words of different features, and perceive the psychological change characteristics of college students and serialize them; we should, based on the decision tree algorithm in machine learning, construct the analysis model of psychological adaptability of college students, analyze the sensitive words and the frequency and level of sensitive words in the process of college students’ mental health conversations, determine their adaptability, and complete the modeling and analysis of psychological change characteristics and adaptability of college students based on machine learning. The experimental results show that the method has no change to the original dependency relation, the time cost of feature acquisition is still small, and the sensing effect of sensitive words is close to the ideal value. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aCity planning$xTechnological innovations. =650 \0$aInfrastructure (Economics) =650 \0$aRenewable energy sources. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220128.html =LDR 03617nab a2200445 i 4500 =001 JTE20220129 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220129$2doi =037 \\$aJTE20220129$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD159.4 =082 04$a307.1216$223 =100 1\$aChen, Suqing,$eauthor. =245 12$aA Balanced Scheduling Method of Smart City Enterprise Resource Information Based on Improved Ant Colony Algorithm /$cSuqing Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn order to address the problems of low resource utilization rate and poor scheduling balance in current enterprise resource information balanced scheduling, an enterprise resource information balanced scheduling method based on an improved ant colony algorithm (ACO) was proposed. The ACO framework is introduced in this algorithm to establish a balanced scheduling model of enterprise resource information. By adding a mapping algorithm of a virtual machine and physical machine, an improved algorithm of load balancing between nodes is proposed based on the ACO. Forward ants detect node types, record node information, and leave foraging pheromones when they encounter load nodes. The backward ants trace back to the load node according to the tracking pheromone and allocate the overloaded node task reasonably. In the search process, the path pheromone is dynamically modified according to the node type, and the analysis of enterprise resource information balance scheduling algorithm is completed. The experimental results show that this method has good balance of resource information scheduling and can effectively improve resource utilization. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aArtificial intelligence. =650 \0$aComputer security. =650 \0$aSmart cities. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220129.html =LDR 03617nab a2200445 i 4500 =001 JTE20220130 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220130$2doi =037 \\$aJTE20220130$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA274.73 =082 04$a519.287$223 =100 1\$aLu, Chunting,$eauthor. =245 10$aSmart Reliability Analysis of Wind Resistance of Lightweight Steel Structures in Super Tall Buildings in a Smart City /$cChunting Lu, Zheng Yang, Lei Zheng, Zonghui Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTo improve the stability of the lightweight steel structure of super high-rise buildings, the wind-resistance reliability of the structure is analyzed in this paper. Based on the stress model of the lightweight steel structure of super high-rise buildings, the additional internal forces of the lightweight steel structure under strong wind are calculated, and the stress analysis is completed. Then, the data of the lightweight steel structure node of super high-rise buildings are divided into topographic data and ground object data, and part of the data noise is eliminated by filtering calculation, so as to complete the processing of the measurement data of lightweight steel structure by laser scanning. On this basis, combined with the data obtained, the wind-induced internal pressure and surface net wind pressure of the lightweight steel structure of super high-rise buildings are calculated after the wind-induced failure criterion is defined, and the wind-induced internal pressure and surface net wind pressure of the lightweight steel structure are calculated. Additionally, the wind-resistance reliability analysis is completed by combining the stiffness equation. The experimental results show that the method has high reliability and a short analysis time, which fully proves the effectiveness of the method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aDistribution (Probability theory) =650 \0$aMathematical statistics. =650 \0$aReliability (Engineering)$xStatistical methods. =700 1\$aLiu, Zonghui,$eauthor. =700 1\$aYang, Zheng,$eauthor. =700 1\$aZheng, Lei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220130.html =LDR 03617nab a2200445 i 4500 =001 JTE20220131 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220131$2doi =037 \\$aJTE20220131$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA681.5 =082 04$a624.1834029$223 =100 1\$aGao, Jingyang,$eauthor. =245 10$aOptimization Algorithm of Reinforcement Point Location of New Lightweight Concrete Material for Building Exterior Wall /$cJingyang Gao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCurrent methods for predicting the location of reinforced concrete materials neglect the precise division of material damage areas, resulting in poor prediction accuracy of the location of reinforced concrete. Therefore, a new optimization algorithm for the location of reinforcing points of new lightweight concrete materials for building exterior walls is proposed. The damage area of lightweight concrete is divided into several zones by using the precise threshold method. Based on the least squares support vector machine, the crack location on the surface of the new lightweight concrete wall is predicted. By solving the coordinates of each point of the triangle, the active reinforcement of the surface cracks of the new lightweight concrete wall materials is realized. The experimental results show that the proposed method takes less time and the prediction accuracy of the reinforced point position of the new lightweight concrete material is higher. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aConcrete construction$xTesting. =650 \0$aConcrete$xTesting. =650 \0$aReinforced concrete construction$xTesting. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 3 (May 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220131.html =LDR 03617nab a2200445 i 4500 =001 JTE20220152 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220152$2doi =037 \\$aJTE20220152$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126$223 =100 1\$ados Santos, T. M.,$eauthor. =245 10$aMicrostructure, Mechanical Properties, and Fatigue Resistance of High-Carbon Steel for Tensile Wires Used in Flexible Pipes for Offshore Oil and Gas Transportation /$cT. M. dos Santos, Fernanda C. S. C. dos Santos, S. S. M. Tavares, R. V. Landim, J. A. C. Velasco. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTensile armor carbon steel wires are structural elements assembled in the complex construction of flexible pipes used in the oil and gas industry. Recently, failures of flexible pipes were associated with tensile armor fractures. Despite the relevant key of these elements in the structure of flexible pipes, manufacturers and steelmakers do not provide sufficient information about the materials and their production flow. The objective of the present study was to characterize a tensile wire made of cold worked high carbon steel regarding the microstructure and mechanical properties. The microstructure was investigated by high resolution scanning electron microscopy. The steel has nearly eutectoid chemical composition (0.69 % carbon) and presents a microstructure of very fine and deformed pearlite. Some cementite carbides appeared fragmented and spheroidized in the ferrite matrix. These microstructural features are typical of patented steel, which was subsequently cold deformed by rolling and drawing. The tensile curve of the material was obtained and modeled by Hollomon’s, Voce’s and Ludwik’s constitutive equations. The S– N fatigue curve of the wire was constructed with four-point bending tests with ratio R = 0.1. The endurance limit for R = 0.1 was estimated, and the correspondent value for R = −1 was calculated based on Goodman’s relation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aBuilding materials. =650 \0$aFracture mechanics. =650 \0$aMaterials$xFatigue. =700 1\$ados Santos, Fernanda C. S. C.,$eauthor. =700 1\$aLandim, R. V.,$eauthor. =700 1\$aTavares, S. S. M.,$eauthor. =700 1\$aVelasco, J. A. C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220152.html =LDR 03617nab a2200445 i 4500 =001 JTE20220185 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220185$2doi =037 \\$aJTE20220185$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE250 =082 04$a625.80287$223 =100 1\$aPérez-González, Erdrick Leandro,$eauthor. =245 10$aAnisotropic Response of an Asphalt Concrete Layer under Superheavy Vehicles: Field Measurements /$cErdrick Leandro Pérez-González, Jean-Pascal Bilodeau. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe analysis of the effect of superheavy trucks on flexible pavements depends on the ability to adequately model the mechanical response to these loads considering the magnitude and the unconventional configuration of the axles. The asymmetry of the load distribution can define conditions where stress states are critical outside the commonly used reference points. This paper presents the transverse and longitudinal strains measured in the field on an asphalt concrete layer under the action of superheavy load vehicles at a real scale. Pavement responses to two superheavy trucks were studied in summer and winter conditions and at different speeds. Based on field measurements, the trend of the cross anisotropy response of the asphalt concrete layer is presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aNondestructive testing. =650 \0$aPavements$xTesting. =700 1\$aBilodeau, Jean-Pascal,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220185.html =LDR 03617nab a2200445 i 4500 =001 JTE20220192 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220192$2doi =037 \\$aJTE20220192$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aKar, Siksha Swaroopa,$eauthor. =245 10$aMicrostructure Analysis of Cold Bituminous Emulsion Mixture Using Different Filler Type /$cSiksha Swaroopa Kar, Nipun Beniwal, G. Bharath. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn today’s scenario, the environmental impact of the transport sector plays a major role in net carbon emission generation and global warming. Seeing the emerging environmental issue, it has been mandatory to adopt sustainable technologies in every sector. The use of bitumen emulsion in the construction of pavement has been rapidly enhanced in the last decade. This technology eliminates the heating of aggregate and binder, resulting in a reduction of greenhouse gas emissions and energy consumption, which is also termed as cold mix technology. Filler has a major role in the formation of bonds between bitumen emulsion and aggregate. In the present study, cement, lime, and fly ash have been considered as filler materials along with stone dust and the required optimum emulsion content and water content were determined. The impact of filler on the breaking of bitumen emulsion is studied through scanning electron microscope image analysis. The impact of filler on pH of bitumen emulsion mastic is also evaluated. The optimum emulsion content in cold bituminous emulsion mixtures (CBEMs) depends on the particle size of the filler. The required water content for lime is less compared to other filler materials. The results show that cement and fly ash are pozzolanic in nature, form hydration products in the presence of water in CBEM, and result in higher density and stability. The study depicts the role of filler material in CBEM at the microlevel. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aMicrostructure. =650 \0$aPavements, Asphalt concrete$xMaterials. =700 1\$aBeniwal, Nipun,$eauthor. =700 1\$aBharath, G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220192.html =LDR 03617nab a2200445 i 4500 =001 JTE20220216 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220216$2doi =037 \\$aJTE20220216$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.85$223 =100 1\$aLeiva, Fabricio,$eauthor. =245 10$aPavement Thickness and Base Layer Effects on Density Profile System Measurement /$cFabricio Leiva, Surendra Gatiganti, Anthony Brenes. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aGround-penetrating radar (GPR) is a nondestructive testing technology that has been used for years to determine pavement layer thicknesses. More recently, several studies have shown that GPR can also be used to evaluate the in-place density of the pavement (i.e., density profiling system) as well as the uniformity of the compaction operations. However, the potential effect of the thickness of the evaluated layer and the type of material located underneath on GPR-measured dielectric constants is still under investigation. As part of the National Pooled Fund study TPF-5(443) sponsorship, the National Center for Asphalt Technology (NCAT) evaluated the effect of thickness in the laboratory using 60 cm by 60 cm compacted slabs and evaluated the effect of the base material by placing and testing such slabs on two different asphalt pavements, one concrete pavement, and steel plates. Steel was used to have significant contrast from typical pavement materials. This evaluation also included field testing on several pavement sections built in 2021 as part of the NCAT Test Track new testing cycle. The results of this study indicated that dielectric constants of thin layers (50 mm) may be affected by the base materials with significantly different dielectric constants compared to asphalt pavement. In addition, field evaluation of thinner layers (25 mm or less) indicated that measured dielectric constants can be highly affected by the type of base material, the density of these layers, and presence of water. A potential negative effect is the increase in variability and probability of obtaining fewer results within specified limits. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aPavements$xOverlays. =650 \0$aPavements, Asphalt$xDesign and construction. =650 \0$aStreets$xDesign and construction. =700 1\$aBrenes, Anthony,$eauthor. =700 1\$aGatiganti, Surendra,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220216.html =LDR 03617nab a2200445 i 4500 =001 JTE20220229 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220229$2doi =037 \\$aJTE20220229$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.85$223 =100 1\$aAbdelaziz, Amal,$eauthor. =245 10$aMultiscale Characterization of Rejuvenated RAP Binders /$cAmal Abdelaziz, Eyad Masad, Amy Epps Martin, Edith Arámbula Mercado. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aReclaimed asphalt pavement (RAP) is increasingly being utilized in asphalt pavements because of the high cost and scarcity of virgin asphalt materials. However, because RAP is a stiff material, it requires careful engineering to prevent cracking. Recycling agents have shown the ability to partially restore the properties of RAP binders if applied in a proper type and dose. Many studies investigated the impact of recycling agents when added to blends of virgin and RAP binders, but only a few investigated their effectiveness when applied to only RAP binders. The aim of this paper is to investigate the effect of various types and doses of recycling agents on the properties of RAP binders. Rheological properties were measured using a dynamic shear rheometer (DSR). Fourier-transform infrared spectroscopy was utilized to measure the degree of oxidation of the rejuvenated RAP binders. Furthermore, atomic force microscopy (AFM) tests were conducted to measure the morphology and modulus of rejuvenated RAP binders at the nanoscale. Finally, AFM measurements were used to calculate a rejuvenation index (RI), which was developed in an earlier study by the authors to assess the effectiveness of recycling agents in resisting the adverse effects of aging. DSR results demonstrated that the inclusion of recycling agents lowered the stiffness of the RAP binders. AFM morphology images revealed the presence of a large number and varying sizes of phase associations in the RAP binders. These phase associations became more pronounced with aging. Some recycling agents partially reversed the aging effect by reducing the area occupied by these associations. Nonetheless, after long-term aging, the effect of recycling agents diminished. The results of this study revealed that characterizing rejuvenated RAP binders at both the microscale and macroscale levels can indicate the effectiveness of recycling agents and aid in the selection of type or dose of recycling agent. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aPavements, Asphalt$xDesign and construction. =650 \0$aPavements, Asphalt$xRecycling. =700 1\$aArámbula Mercado, Edith,$eauthor. =700 1\$aEpps Martin, Amy,$eauthor. =700 1\$aMasad, Eyad,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220229.html =LDR 03617nab a2200445 i 4500 =001 JTE20220236 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220236$2doi =037 \\$aJTE20220236$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN689.2 =082 04$a669.950282$223 =100 1\$aBarbosa, Vitor S.,$eauthor. =245 10$aTemperature Dependence of Cleavage Fracture Toughness for an Ultrahigh Strength Martensitic Steel /$cVitor S. Barbosa, Vinicius M. C. Gomes, Claudio Ruggieri. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis work conducts an exploratory evaluation of the brittle fracture behavior for an ultrahigh strength martensitic steel using conventional three-point bend SE(B) and precracked Charpy V-notch (PCVN) specimens. A primary purpose of this study is to verify the effectiveness of the Master Curve methodology in providing a reliable estimate of the reference temperature (T0) derived from fracture toughness data sets measured in the ductile-to-brittle transition (DBT) region of an ultrahigh strength, low alloy martensitic steel. Fracture toughness testing conducted on three-point bend SE(B) specimens and PCVN configurations at different test temperatures in the DBT region provides the cleavage fracture resistance data in terms of the J-integral at cleavage instability, Jc, and its corresponding KJc-values for the tested material. Although this class of ultrahigh strength steel having a martensitic microstructure is currently beyond the reach of ASTM E1921, Standard Test Method for Determination of Reference Temperature, T0, for Ferritic Steels in the Transition Range, the analyses described here show that the predicted normalized curves of median fracture toughness versus temperature are in good agreement with the experimental measurements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aMetals$xFracture. =650 \0$aMetals$xTesting. =650 \0$aMicrostructure. =700 1\$aGomes, Vinicius M. C.,$eauthor. =700 1\$aRuggieri, Claudio,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220236.html =LDR 03617nab a2200445 i 4500 =001 JTE20220240 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220240$2doi =037 \\$aJTE20220240$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE5091 =082 04$a625.8$223 =100 1\$aRaab, Christiane,$eauthor. =245 10$aLaboratory Evaluation on Interlayer Shear Bonding and Characterization of Microsurfacings /$cChristiane Raab, Manfred N. Partl, Clément Besson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aInitiated by research on microsurfacings conducted in the Task Group TG 2 of the International Union of Laboratories and Experts in Construction Materials, Systems and Structures RILEM TC-280 CBE, “Multiphase Characterisation of Cold Bitumen Emulsion Materials,” the interlayer shear bonding of microsurfacings on asphalt and concrete layers was investigated in the laboratory. The paper presents interlayer bonding test results conducted at the Swiss Federal Laboratories for Materials science and Technology, Empa, thus analyzing the influence of bitumen emulsion and aggregate type on the interlayer bonding strength as well as material and surface condition of the underlying layer. The results showed that not only the type, but also the combination of bitumen emulsion and aggregate type greatly influences workability, behavior, and interlayer bond strength of microsurfacings. Additionally, curing time and the surface characteristic of the bottom layer should not be neglected. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aPavements$xMaintenance and repair. =650 \0$aPavements$xOverlays. =650 \0$aSlurry. =700 1\$aBesson, Clément,$eauthor. =700 1\$aPartl, Manfred N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220240.html =LDR 03617nab a2200445 i 4500 =001 JTE20220259 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220259$2doi =037 \\$aJTE20220259$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.87 =082 04$a6.3$223 =100 1\$aRamachandraiah, Suhas T.,$eauthor. =245 10$aEvaluation of Pavement Surface Distress Using Image Processing and Artificial Neural Network /$cSuhas T. Ramachandraiah, Pradeep Kumar, Sampath Kumar Pasupunuri, Jaya R. Shinganmakki. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPavement evaluation helps assess the structural and functional condition of roads. Traditional pavement evaluation methods cannot efficiently and accurately assess the state of road conditions at the network level. Though the pavement evaluation techniques based on high-resolution cameras and laser sensors assess the road conditions efficiently at traffic speeds, there are a few limitations in respect of automotive detection and quantification of pavement surface distress. Though artificial intelligence is a broad area, machine learning applications in highway engineering were proven to be successful. This paper presents the automated pavement distress classification using a convolutional neural network (NN) from the Keras library. VGG-16, the deep convolutional NN (DCNN) model, was deployed by necessary modification to get the desired output. The model is trained on a big data set of images with a wide range of pavement defects and irregularities. A DCNN classifier trained with an “Adam” optimizer was used to change the features of the NN to minimize the loss. As an output, the model classifies the pavement surface distresses as alligator cracks, longitudinal cracks, transverse cracks, pothole, and no crack portion of the pavement with maximum accuracy using a DCNN classifier. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aArtificial intelligence. =650 \0$aComputational intelligence. =650 \0$aNeural networks (Computer science) =700 1\$aKumar, Pradeep,$eauthor. =700 1\$aPasupunuri, Sampath Kumar,$eauthor. =700 1\$aShinganmakki, Jaya R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220259.html =LDR 03617nab a2200445 i 4500 =001 JTE20220260 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220260$2doi =037 \\$aJTE20220260$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE266 =082 04$a625.85$223 =100 1\$aFedrigo, William,$eauthor. =245 10$aShrinkage of Cold Recycled Cement-Treated Mixtures of Asphalt Pavement Materials /$cWilliam Fedrigo, Thaís Radünz Kleinert, Washington Peres Núñez, Ângela Gaio Graef, Luiz Carlos Pinto da Silva Filho, Lélio Antônio Teixeira Brito. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAs with other chemically stabilized materials, cold recycled cement-treated mixtures inherently shrink. Shrinkage cracks might accelerate the rate of pavement deterioration. The research reported here aimed at studying variables that may affect the shrinkage of recycled mixtures. An experimental plan was set to evaluate the effects of cement and reclaimed asphalt pavement (RAP) contents and curing time on the shrinkage of such mixtures with different recycled base course materials (namely cement-treated base [CTB], soil-cement [SC], and lateritic soil [LS]). Previously studied recycled mixtures with graded crushed stone (GCS) base course material were also considered in the analysis. From test results and statistical analysis, it was concluded that the finer the recycled mixture (with SC and LS base course materials), the higher the shrinkage potential. Conversely, coarser mixtures (with CTB and GCS as base materials) tend to shrink less. Accordingly, increasing RAP contents might help to reduce the shrinkage of finer mixtures because of coarser RAP gradation. Shrinkage increases with time and shows higher increasing rates at the early stages. Statistics showed that a stronger curing time effect occurs by the third week, and because of that, it is important to avoid moisture loss at the early stages. For the levels considered (1–7 %), cement content did not greatly impact the shrinkage, although it was statistically significant in most cases. Statistical analysis confirmed this, contradicting the practice of often adopting low cement contents to reduce shrinkage hazards. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aBituminous materials. =650 \0$aPavements, Asphalt concrete. =650 \0$aPavements, Asphalt. =700 1\$aBrito, Lélio Antônio Teixeira,$eauthor. =700 1\$aGraef, Ângela Gaio,$eauthor. =700 1\$aKleinert, Thaís Radünz,$eauthor. =700 1\$aNúñez, Washington Peres,$eauthor. =700 1\$aPinto da Silva Filho, Luiz Carlos,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220260.html =LDR 03617nab a2200445 i 4500 =001 JTE20220267 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220267$2doi =037 \\$aJTE20220267$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.B5 =082 04$a620.196$223 =100 1\$aJenkins, Kim J.,$eauthor. =245 10$aDurability of Bitumen-Stabilized Materials /$cKim J. Jenkins. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aBitumen-stabilized material (BSM) technology has been developed to stabilize base layers with bitumen to become flexible and durable (moisture resistant) with less than half of the application rate of bitumen that would be used in asphalt. This technology enables bitumen to be dispersed in meniscal droplets among the aggregates of the base layer. Dispersion takes place along with moisture and active filler but without heating the components. Given the need for flexible base layers with moderate stiffness that are not prone to cracking, conventional bases come up short. Cemented bases have high and sometimes variable stiffness, are brittle, and crack; unbound bases have low stiffness, are porous, and rut; whereas asphalt bases are temperature sensitive but, more importantly, are economically and environmentally expensive. The ideal base would be a load-spreading interlayer with intermediate stiffness between that of the surfacing and subbase, i.e., a balanced pavement. The “noncontinuously bound” nature of a BSM results in only partially coated aggregates above the size of 0.300 mm, whereas the majority of the bitumen produces a mastic of finer aggregates (active filler and bitumen) that produce flexible spot welds within the matrix. The hydrophobicity of the bitumen provides robust durability and moisture resistance. In addition, the composition of a BSM base, i.e., approximately 50 % stiffness of asphalt, provides that necessary balance. This state-of-the-art paper identifies the key durability properties that need to be addressed, with the objective of a pavement structure that achieves an adequate lifespan. A number of factors need to be considered and understood, i.e., the role of all components (aggregate, bitumen, active filler, and moisture) and their volumetrics, compaction, permeability, and performance test methods and limits all play a role in satisfying BSM durability. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aBitumen. =650 \0$aBituminous materials. =650 \0$aPolymers. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220267.html =LDR 03617nab a2200445 i 4500 =001 JTE20220268 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220268$2doi =037 \\$aJTE20220268$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL670 =082 04$a629.1341$223 =100 1\$aZaremotekhases, Farah,$eauthor. =245 10$aDevelopment of an Unpiloted Aircraft System–Based Sensing Approach to Detect and Measure Pavement Frost Heaves /$cFarah Zaremotekhases, Adam Hunsaker, Eshan Dave, Jo E. Sias. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe combination of low temperatures, precipitation, and high-water table causes the formation of subsurface frost in pavements leading to the formation of frost heaves. This leads to significant damage to the structural integrity of the pavements and causes extensive surface roughness. Frost heaving is a common type of distress in cold climate regions, especially for road and airport infrastructures located in remote areas. Research discussed in this article focuses on determining the efficiency and accuracy of photogrammetry-based sensing systems to measure the extent of pavement frost heaves. The sensors are mounted on an unpiloted aircraft system (UAS) capable of providing measurements over large spatial domains in a single flight and are well suited for difficult-to-access regions. Experiments have been conducted on simulated heaves as well as actual cold climate pavement sections. The research described herein provides suitable UAS flight parameters for conducting frost heave measurements. Flight at an altitude of 50 m above the ground surface and a flight speed of 5 m/s with capturing images every 2 s resulted in more than 80 % front and side image overlap. The pavement surface profile has been constructed from extracted photogrammetry elevation data collected in three different seasons. Pavement surface roughness has been measured in terms of the international roughness index (IRI), and variation between measured IRI values has been evaluated during different seasons because of the formation of the frost heave distress. As it is expected, the IRI values increase as the cold season approaches. Moreover, the measured IRI values have been compared with the most recent available IRI data collected by an instrumented vehicle. The key outcomes of this work demonstrate that photogrammetry can reliably detect pavement frost heaves and provide high confidence in the future development of an automated system to measure pavement roughness that is attributable to frost heave distresses. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aAeronautics$xSystems engineering. =650 \0$aAirplanes$xDesign and construction. =650 \0$aSystem identification. =700 1\$aDave, Eshan,$eauthor. =700 1\$aHunsaker, Adam,$eauthor. =700 1\$aSias, Jo E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220268.html =LDR 03617nab a2200445 i 4500 =001 JTE20220271 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220271$2doi =037 \\$aJTE20220271$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE228.5 =082 04$a625.85$223 =100 1\$aGoosen, Elaine Simone,$eauthor. =245 10$aEvolution of the Viscoelastic Transition with In-Field Aging of Bituminous Surfacing Treatments /$cElaine Simone Goosen, Kim Jonathan Jenkins. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe beneficial properties of bitumen deteriorate with oxidation-induced age-hardening. At intermediate temperatures or stiffness values, hardening may lead to fatigue failure. Current binder selection processes for bituminous surfacing treatments depend on penetration and softening point values and the degree of aging these properties experience in the intended environment. In the context of transitioning engineering knowledge to performance grades, there is a need for research to determine which fundamental properties may help select an appropriate binder for specific traffic and climatic conditions. The study extracted and recovered binders from bituminous surfacing treatments between the ages of 1 and 22 years. These binders were subjected to frequency sweeps and creep tests with the dynamic shear and bending beam rheometers, respectively. Various durability indicators are calculated from the raw data and master curves. The evolution of these parameters is analyzed for increased surfacing age and environmental exposure. The results of the viscoelastic transition temperature (Tvet) and modulus (Gvet), and crossover frequency (ωc) are presented and indicate correlations with surfacing age when grouped by surfacing type and environmental conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aPavements$xOverlays. =650 \0$aPavements, Bituminous$xDesign and construction. =650 \0$aPavements, Bituminous$xMaintenance and repair. =700 1\$aJenkins, Kim Jonathan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220271.html =LDR 03617nab a2200445 i 4500 =001 JTE20220272 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220272$2doi =037 \\$aJTE20220272$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE250 =082 04$a625.76$223 =100 1\$aPoor, Noreen,$eauthor. =245 10$aRoad Use Contributions to Energy Consumption and Greenhouse Gas Emissions for Two Flexible Pavement Maintenance Strategies /$cNoreen Poor, Andrew Braham. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aEnergy consumption and greenhouse gas (GHG) emissions based on a 10-km 4-lane flexible pavement road were calculated for two maintenance strategies: conventional mill and fill treatments for strategy I and preventative treatments and a cold in-place recycling treatment for strategy II. Comparative calculations featured the road maintenance and use stages of a simplified life cycle assessment. The maintenance stage included the material production, mix manufacturing, and material transport that support road maintenance activities. Energy consumption and GHG emissions for maintenance activities were ∼33 GJ/lane/km/yr and ∼1.6 tonnes/lane/km/yr for strategy I, respectively, and ∼22 GJ/lane/km/yr and ∼1.4 tonnes/lane/km/yr for strategy II. Also calculated were the excess energy consumption and excess GHG emissions by vehicles because of road roughness, characterized by the international roughness index. These results were ∼710 GJ/lane/km/yr and 50 tonnes/lane/km/yr for strategy I, respectively, and ∼300 GJ/lane/km/yr and ∼21 tonnes/lane/km/yr for strategy II. Preventative road maintenance and in-place pavement recycling have the potential for environmental and economic benefits to both road builders and road users. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aNational Cooperative Highway Research Program. =650 \0$aPavements$xMaintenance and repair. =650 \0$aPavements$xTesting. =700 1\$aBraham, Andrew,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220272.html =LDR 03617nab a2200445 i 4500 =001 JTE20220273 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220273$2doi =037 \\$aJTE20220273$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.85$223 =100 1\$aPiao, Zhengyin,$eauthor. =245 10$aComparative Environmental Analysis for Using Waste Polyethylene and Steel Slag in Semi-dense Asphalt Pavements /$cZhengyin Piao, Peter Mikhailenko, Muhammad Rafiq Kakar, Stefanie Hellweg, Lily D. Poulikakos. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study presents a life cycle assessment (LCA) evaluating the use of virgin materials, waste polyethylene (PE), and electric arc furnace steel slag (EAFSS) in semi-dense asphalt (SDA) surface courses, which is primarily used for low-noise pavements. Three types of SDA mixtures with virgin materials, waste PE, and EAFSS were prepared and water sensitivity tests were conducted to determine the mechanical performance. The LCA defined three scenarios using system expansion, namely (1) the reference scenario using virgin materials in SDA and disposal of waste PE and EAFSS by municipal solid waste incineration (MSWI) and landfill, respectively; (2) the test scenario using waste PE and straight run binder in SDA, with landfilling of EAFSS; (3) the test scenario using EAFSS in SDA, with the disposal of waste PE by MSWI. The data from the experiments, Swiss industries, official reports, and standard databases were used for the inventory analysis. The results show that compared to the reference, the scenarios using waste PE and EAFSS in SDA would reduce 15 % and 36 % of greenhouse gases emissions, respectively. The reason for the improved environmental performance when waste PE is used in asphalt can be attributed to the use of straight run binder to replace polymer-modified binder and the avoided MSWI. For the EAFSS scenario, the improved environmental performance is attributable to the avoided landfilling. The results also indicate that the recycling of waste PE and EAFSS in SDA would not have benefits in nonrenewable cumulative energy demand. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aPavements$xDesign and construction. =650 \0$aPavements, Asphalt$xMaintenance and repair. =650 \0$aStructural engineering. =700 1\$aHellweg, Stefanie,$eauthor. =700 1\$aKakar, Muhammad Rafiq,$eauthor. =700 1\$aMikhailenko, Peter,$eauthor. =700 1\$aPoulikakos, Lily D.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220273.html =LDR 03617nab a2200445 i 4500 =001 JTE20220274 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220274$2doi =037 \\$aJTE20220274$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE121 =082 04$a625.85$223 =100 1\$aLiao, Hui,$eauthor. =245 10$aComparing Rheological Indexes to Optimize Rejuvenator Dosage for Asphalt Binders Containing High Ratios of Recycled Asphalt /$cHui Liao, Pejoohan Tavassoti, Hassan Baaj. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aDetermining the optimum dosage of a rejuvenator is essential to fulfilling its restoration mission on aged bitumen. Inadequate rejuvenator dosage will lead to insufficient rheological property restoration, whereas excessive rejuvenator content will oversoften the binder blend, leading to impaired rutting resistance. Two different methods, namely, blending chart and response surface modeling, are used in this study to optimize the rejuvenator dosage of binder blends with a high reclaimed asphalt pavement (RAP) binder ratio. Recycled binder blends were prepared using 25 %, 50 %, and 75 % recovered RAP binder and the corresponding virgin binder proportions, with added rejuvenator contents ranging from 0 to 10 % by weight of the binder blend. Rheological tests were performed under a wide temperature range to obtain different indexes as optimization criteria. Indexes include rotational viscosity at binder mixing and compaction temperatures, critical performance grading (PG) temperatures, nonrecoverable compliance, and crossover temperature. The results indicate that indexes obtained at a higher-temperature range required more rejuvenator content to restore the properties of the recycled binder blend to reach a target value. Some indexes only reflected the decrease in stiffness without revealing the changes in the viscous behavior and relaxation capacity. In addition, the selection of optimization criteria should consider the dominant distress type for the specific region. The difference in rejuvenator dosage determined by the blending chart and response surface modeling methods was found to be marginal. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aPavements, Asphalt$xRecycling. =650 \0$aRoad materials. =650 \0$aRoads$xDesign and construction. =700 1\$aBaaj, Hassan,$eauthor. =700 1\$aTavassoti, Pejoohan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220274.html =LDR 03617nab a2200445 i 4500 =001 JTE20220278 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220278$2doi =037 \\$aJTE20220278$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.85$223 =100 1\$aPasetto, Marco,$eauthor. =245 10$aLaboratory Evaluation of the Effectiveness of Rejuvenation in Multiple Hot Recycling of Asphalt Mixtures /$cMarco Pasetto, Andrea Baliello, Giovanni Giacomello, Emiliano Pasquini. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aBecause of the widespread use of reclaimed asphalt (RA) in new asphalt mixtures, multiple RA recycling is expected to become a common practice. Thus, the long-term properties of multiaged RA as well as the effectiveness of multiple-cycle rejuvenation of RA need to be properly investigated. Given this background, the present study was aimed at evaluating at laboratory scale the feasibility of multiple hot recycling of RA at both short-term aging (STA) and long-term aging (LTA) conditions. The effectiveness of rejuvenation of multiple recycled mixtures was also assessed. In particular, the effect on mixture performance of the rejuvenator addition at different recycling stages was evaluated both after mix rejuvenation and at the end of laboratory-simulated LTA. To these aims, the evolution of linear viscoelastic properties and tensile strength of a plant-produced asphalt mixture has been investigated over a series of short-term and long-term simulative aging cycles carried out with or without the addition of a rejuvenator product. The experimental findings mainly showed that recycling effect (i.e., stiffening and embrittlement) seems to stabilize over cycles with an effective rejuvenating contribution because of the recycling agent. Nevertheless, a specific design of the rejuvenator content considering the actual RA properties instead of requiring a fixed dosage based on RA binder content is only necessary because the recycling history undergone by RA (i.e., number of recycling cycles and use of rejuvenator over the different cycles) clearly affects the final properties of the recycled mixes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aAsphalt emulsion mixtures$xTesting. =650 \0$aAsphalt emulsion mixtures$xTesting. =650 \0$aPavements, Asphalt$xTesting. =700 1\$aBaliello, Andrea,$eauthor. =700 1\$aGiacomello, Giovanni,$eauthor. =700 1\$aPasquini, Emiliano,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220278.html =LDR 03617nab a2200445 i 4500 =001 JTE20220279 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220279$2doi =037 \\$aJTE20220279$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.85$223 =100 1\$aRoy, Nabanita,$eauthor. =245 10$aEffect of Blending Steel Slag Aggregates on the Polishing Resistance of Asphalt Pavement Surface /$cNabanita Roy, Ravi Pal, Thavamani Andiyappan, Kranthi K. Kuna. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe objective of the work presented in this paper is to investigate the effect of blending steel slag aggregates (SSAs) with natural aggregates (NAs) on the polishing resistance of the asphalt pavement surface. The investigation involved polishing five sources of NA (granite [3] and amphibolite [2]), one source of SSA, and three SSA blends (mass proportions: 20/80, 50/50 and 80/20). The polishing trends were captured by measuring the British Pendulum Number (BPN) at hourly intervals for 9 h. The laboratory polishing trends suggested that the SSA blending resulted in improved polishing resistance. Based on the polishing trends observed in the laboratory, a suitable mathematical form was selected to model the aggregate polishing. The transfer functions (or shift factors) for the field model were derived by comparing the laboratory polishing with the field polishing trends. The field polishing trend was captured by BPN collected over 3 years at selected locations on two pavements with stone matrix asphalt (SMA) surfaces course mix that were produced with the same aggregates tested in the laboratory. The prediction results from the field BPN deterioration models showed good consistency between field observations and model response values. Using the derived shift factors and laboratory BPN deterioration model parameters, field models for BPN deterioration were developed based on which life prediction of pavement with SMA surface can be made. Field BPN deterioration models suggest that blending of SSA prolongs the residual life up to 10 % depending on the blend proportion and threshold BPN criteria. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aPavements, Asphalt concrete. =650 \0$aPavements, Asphalt$xDesign and construction. =650 \0$aRoads$xDesign and construction. =700 1\$aAndiyappan, Thavamani,$eauthor. =700 1\$aKuna, Kranthi K.,$eauthor. =700 1\$aPal, Ravi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220279.html =LDR 03617nab a2200445 i 4500 =001 JTE20220282 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220282$2doi =037 \\$aJTE20220282$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a388$223 =100 1\$aGatiganti, Surendra Chowdari,$eauthor. =245 10$aEffect of Conditioning Procedures on Moisture Susceptibility of Foamed Cold-Mix Asphalt Mixtures /$cSurendra Chowdari Gatiganti, Priyansh N. Rami, G. Bharath, Kuna Kranthi, Amit J. Solanki. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn recent years, cold recycling technologies gained significant interest among road agencies and are used as stabilized base layers because of their economic and environmental benefits. One of the most common technologies for cold recycling is using foamed asphalt as the stabilizing agent. Various road agencies specified different moisture-conditioning procedures to characterize the moisture susceptibility of foamed cold-mix asphalt (FCMA) mixtures. Three commonly used conditioning procedures are AASHTO T 283, Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage, the moisture-induced stress test, and Asphalt Academy’s technical guideline 2. The moisture-conditioning procedure may also affect the moisture-susceptibility ranking among the various FCMA mixtures. Therefore, it is important to understand the effect of the moisture-conditioning procedure on the moisture susceptibility of FCMA mixtures. The objective of the study was to evaluate the influence of three conditioning procedures on the moisture susceptibility and ranking of FCMA mixtures. The laboratory investigation was conducted on mixtures produced with four different recycled asphalt pavement (RAP) contents of 0 %, 50 %, 75 %, and 100 %. Even though a 0 % RAP FCMA mixture is not practical, this mixture was considered in the study to have FCMA mixtures with a wide range of moisture damage susceptibility results. Moisture damage susceptibility was evaluated using two widely used parameters: tensile strength ratio (TSR) and resilient modulus ratio (MR ratio). The two-way analysis of variance and Tukey’s post-hoc comparison indicated that TSR was not affected by the amount of RAP in the FCMA mixtures. Furthermore, TSR results were not affected by the conditioning procedure. On the other hand, both RAP content and conditioning procedures affected MR ratio results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aMoisture. =650 \0$aPavements, Asphalt concrete$xMoisture. =650 \0$aPavements, Asphalt concrete$xTesting. =700 1\$aBharath, G.,$eauthor. =700 1\$aKranthi, Kuna,$eauthor. =700 1\$aRami, Priyansh N.,$eauthor. =700 1\$aSolanki, Amit J.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220282.html =LDR 03617nab a2200445 i 4500 =001 JTE20220283 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220283$2doi =037 \\$aJTE20220283$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK1005 =082 04$a621.312$223 =100 1\$aVizzari, Domenico,$eauthor. =245 10$aThermal Behavior of a Novel Solar Hybrid Road for Energy Harvesting /$cDomenico Vizzari, Jean Dumoulin, Emmanuel Chailleux, Eric Gennesseaux, Stéphane Lavaud, Stéphane Bouron, Jean-Luc Manceau. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTransportation is undergoing a radical transformation toward a novel way of thinking about road pavement: a sustainable, multifunctional infrastructure able to satisfy mobility needs, ensuring high safety standards, low carbon impact, automated detection through smart sensors, and resilience against natural and anthropogenic hazards. In this scenario, the road could also play a role for energy harvesting, thanks to the exploitation of solar radiation. The latter can be directly converted into electricity by solar cells placed under a semitransparent layer, or it can be harvested through a calorific flowing fluid. The aim of this paper is to introduce the concept of “hybrid road,” which is able to exploit both approaches. The innovative pavement is a multilayered structure composed by a semitransparent top layer made of glass aggregates bonded together thanks to a semitransparent resin, an electrical layer containing the solar cells, a porous asphalt layer for the circulation of the calorific fluid, and finally, a base waterproof layer. The hybrid road can generate electricity, contrast the heat-island effect, exploit the harvested energy to run a heat pump for heating purposes, or facilitate road deicing during winter. The present paper details experimental data obtained through energetic tests performed with a laboratory-size prototype of the hybrid road. The results show that the prototype is able to harvest around 55.2 W through the heat-transfer fluid. Furthermore, the heat exchange between water and asphalt has a cooling effect on the entire prototype. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aEnergy harvesting. =650 \0$aEnergy storage$xEquipment and supplies. =650 \0$aEnergy storage$xEquipment and supplies. =700 1\$aBouron, Stéphane,$eauthor. =700 1\$aChailleux, Emmanuel,$eauthor. =700 1\$aDumoulin, Jean,$eauthor. =700 1\$aGennesseaux, Eric,$eauthor. =700 1\$aLavaud, Stéphane,$eauthor. =700 1\$aManceau, Jean-Luc,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220283.html =LDR 03617nab a2200445 i 4500 =001 JTE20220284 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220284$2doi =037 \\$aJTE20220284$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD798 =082 04$a668.4$223 =100 1\$aVillegas-Villegas, R. Ernesto,$eauthor. =245 10$aSix Sigma Production Implementation of PET-Modified HMA – A Latin American Case Study /$cR. Ernesto Villegas-Villegas, Sergio B. Velásquez-Garnica, José P. Aguiar-Moya, Roberto Quirós-Vargas, Patricia Velásquez-Garnica, Shirley Velásquez-Garnica, Javier Apestegui-Arias, Bernabé Velásquez-Capiona. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe increase in consumption of goods and products, mainly of disposable products, at the global level has resulted in a considerable impact to the environment. Specifically, waste plastics can be associated with an extremely high social cost and can greatly affect the local environment when not properly discarded. The United Nations Environment Programme estimates that 6.4 million tons of garbage end up in the oceans at an alarming rate of 200 kg per second. Plastics represent 80 % of these wastes. This paper proposes the use of waste plastics in the production of hot mix asphalt (HMA) based on a process production implementation using the identify, define, optimize, and validate Six Sigma methodology for quality control assurance. The procedure involved consumer use requirements, material analysis, HMA design, production design, quality control processes, and, finally, the construction of test sections in two different countries in Latin America: Costa Rica and Bolivia. One of the challenges documented in the paper was the implementation of the waste material-modified HMA on small, local producer facilities while meeting all production requirements to ensure the success of the process. Also, based on circularity principles, the project represents a revolution regarding the implementation of a linear production system within a circular process that is partly intended to ensure that the footprint of waste plastics on the environment is reduced while taking advantage of the properties of the waste polymers to improve the performance of the modified HMA. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aPlastic scrap. =650 \0$aRefuse and refuse disposal. =650 \0$aSalvage (Waste) =700 1\$aAguiar-Moya, José P.,$eauthor. =700 1\$aApestegui-Arias, Javier,$eauthor. =700 1\$aQuirós-Vargas, Roberto,$eauthor. =700 1\$aVelásquez-Capiona, Bernabé,$eauthor. =700 1\$aVelásquez-Garnica, Patricia,$eauthor. =700 1\$aVelásquez-Garnica, Sergio B.,$eauthor. =700 1\$aVelásquez-Garnica, Shirley,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220284.html =LDR 03617nab a2200445 i 4500 =001 JTE20220285 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220285$2doi =037 \\$aJTE20220285$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.85$223 =100 1\$aViana Guzmán, Stanlyn,$eauthor. =245 14$aThe Solar Irradiance Coefficient as an Empirical Parameter in Tests of Accelerated Aging by Weathering on Costa Rican Asphalt Binders /$cStanlyn Viana Guzmán, Alejandra Baldi Sevilla, Ana Luisa Elizondo Salas. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe current asphalt aging tests that incorporate climatic factors at scale such as ultraviolet (UV) radiation, rainfall, evaporation, and condensation phenomena, as well as temperature, present general scaling conditions because of the great climatic variability that is intended to simulate. Because of this, in the present article, a methodology applied to the radiation factor in the Costa Rican territory was designed, which is called the solar irradiance coefficient (SIC). This corresponds to a regional weighting of the annual direct solar radiation with respect to the total national direct solar radiation. Using the SIC, regions of low, medium, and high irradiance were determined and, consequently, test values to be scaled through the UV light source. Based on the studies carried out, the regional classification of solar radiation concluded by the SIC provides values more accurate to the service conditions of the asphalts in Costa Rica, which improves the information collected on the performance of the material in the tests of accelerated aging by weathering. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aAsphalt$xAdditives. =650 \0$aAsphalt$xTesting. =650 \0$aPolymers. =700 1\$aBaldi Sevilla, Alejandra,$eauthor. =700 1\$aElizondo Salas, Ana Luisa,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220285.html =LDR 03617nab a2200445 i 4500 =001 JTE20220286 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220286$2doi =037 \\$aJTE20220286$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.8$223 =100 1\$ada Silva, Ataslina de P.,$eauthor. =245 14$aThe Application of Bio-Emulsion from Soybean Oil Partially Epoxidized as a Maintenance Technique for Flexible Pavements /$cAtaslina de P. da Silva, Caio C. Falcão, Antonia F. J. Uchôa, Suelly H. de A. Barroso, Ronald C. Williams, Mateus S. Brito. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAn increase in the use of biomaterials has been noted in recent years because of several impacts caused by human activities, especially for engineering and paving industry benefits. Several renewable resources, such as a nonfood source of soybean oil, have been successfully tested on modification of asphalt binders. However, their impact on the pavement life cycle is still unknown. Thereby, the objective of this research was to investigate soybean oil as a new, green supply for the maintenance of flexible pavements. The experimental plan consisted of the construction of field test sections through the application of sub-epoxidized soybean oil (SESO) over a flexible pavement surface. Rates of 0.1 and 0.3 L/m2 were chosen, and the main tests intended for study were functional procedures including the British pendulum and sand patch tests on the pavement surface, which were complemented with the indirect tensile strength test for mechanical analysis. The change in the chemical composition of the recovered binder was analyzed by thin layer chromatography and Fourier-transform infrared spectroscopy. The rheological properties were analyzed by frequency sweep, linear amplitude sweep, and multiple stress creep and recovery, and the tests were carried out with a dynamic shear rheometer. The effects of the SESO bio-emulsion demonstrated a rejuvenating activity on the properties of the aged binder, with mechanical and rheological improvements for both analyzed rates. A further investigation is indicated to evaluate the influence of time on the modification studied in this work. Such testing could ensure the use of SESO bio-emulsion as an environmentally friendly alternative for the maintenance of flexible pavements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aContinuum mechanics. =650 \0$aHydraulics. =650 \0$aNanotechnology. =700 1\$aBarroso, Suelly H. de A.,$eauthor. =700 1\$aBrito, Mateus S.,$eauthor. =700 1\$aFalcão, Caio C.,$eauthor. =700 1\$aUchôa, Antonia F. J.,$eauthor. =700 1\$aWilliams, Ronald C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220286.html =LDR 03617nab a2200445 i 4500 =001 JTE20220287 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220287$2doi =037 \\$aJTE20220287$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8$223 =100 1\$aBrito, Mateus Silva,$eauthor. =245 10$aAnalysis of the Use of Euphorbia tirucalli Sap in the Composition of an Asphalt Bio-emulsion /$cMateus Silva Brito, Suelly Helena de Araújo Barroso, Lilian Medeiros Gondim. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe reduction in the availability of materials traditionally used in paving, especially the asphalt binder, requires the development of innovative technologies that allow their total or partial replacement in road construction. This work aims to analyze the development and performance of an asphalt bio-emulsion to be used in chip seals, using a bio-binder partially replaced by petroleum plant sap. For this, a two-stage experimental program was developed. The first stage consisted of sap extraction and manufacture of the bio-binder and bio-emulsion, whereas the second phase involved the rheological characterization of these materials in the dynamic shear rheometer and adhesion tests with the binder bond strength (BBS) test. The results indicated that the addition of sap and the emulsification process of the binder reduced its stiffness and increased its phase angle. In terms of the multiple stress creep recovery test, the addition of sap generated changes only at low frequencies, causing the materials to exhibit similar behaviors. The BBS test shows that the material has a better performance than the conventional one. Therefore, according to the rheological analyses following the emulsion performance grade and adhesion tests, the suitability of the bio-emulsion can be verified for paving services with chip seals. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aAsphalt$xAdditives$xTesting. =650 \0$aAsphalt$xAdditives. =650 \0$aPavements$xPerformance. =700 1\$aBarroso, Suelly Helena de Araújo,$eauthor. =700 1\$aGondim, Lilian Medeiros,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220287.html =LDR 03617nab a2200445 i 4500 =001 JTE20220288 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220288$2doi =037 \\$aJTE20220288$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE220 =082 04$a625.8$223 =100 1\$aVale, Aline C. F.,$eauthor. =245 10$aComparison of Parameters from a New MSCR Approach with Classical MSCR and LAS Parameters for Simplified Binder Selection /$cAline C. F. Vale, Lucas S. V. da Silva, Juceline B. S. Bastos, Lucas F. A. L. Babadopulos, Jorge B. Soares, Hassan Baaj. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aFatigue and rutting are the most studied pavement distresses. There are different material testing protocols whose compatibilities must be systematically analyzed for proper material selection and performance prediction. They usually focus on either rutting or on the fatigue susceptibility of the materials. In asphalt binders, the idea is to assess material behavior that may relate to the behavior of the corresponding asphalt mixtures in the field. However, a new multiple stress creep recovery (MSCR) approach suggests the use of an index obtained from a modified testing protocol (B-index) that may relate to fatigue. This paper compares the parameters obtained by a new MSCR test methodology, which gives parameters that may also relate to fatigue, with parameters from the standard MSCR test and linear amplitude sweep (LAS) test to analyze both binder permanent deformation and fatigue cracking. This study was conducted with a PG (Performance Grade) 64-28 neat binder and three levels of styrene-butadiene-styrene (SBS) modification by weight of the binder: 2 %, 3 %, and 4 %. The results from the new MSCR protocol indicates that the higher the modifier content, the higher the fatigue resistance based on the B-index. This finding is also supported by the LAS parameters, fatigue area factor of binder (FAFB) and af (fracture length). The study concluded that a preliminary choice based on MSCR’s B-index might overcome time-consuming testing. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aPavements$xEvaluation. =650 \0$aPavements$xMaintenance and repair. =650 \0$aPavements$xTesting. =700 1\$aBaaj, Hassan,$eauthor. =700 1\$aBabadopulos, Lucas F. A. L.,$eauthor. =700 1\$aBastos, Juceline B. S.,$eauthor. =700 1\$ada Silva, Lucas S. V.,$eauthor. =700 1\$aSoares, Jorge B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220288.html =LDR 03617nab a2200445 i 4500 =001 JTE20220296 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220296$2doi =037 \\$aJTE20220296$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.2 =082 04$a620.106$223 =100 1\$aIsa, Nuh,$eauthor. =245 10$aLinear Viscoelastic Limit Determination and Modeling for Binders with Physical Hardening Effects /$cNuh Isa, Salvatore Mangiafico, Cédric Sauzéat, Alexiane Phan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe objective of this research is to study the limit of linear viscoelastic behavior on a common straight-run bituminous binder at different temperatures and frequencies by performing strain amplitude sweep tests. A dynamic shear rheometer was used for the experimental campaign. An increase of complex modulus due to physical hardening was observed during strain amplitude sweep tests at low temperatures and frequencies. A correction method is proposed to consider the effect of physical hardening on complex modulus when evaluating the linear viscoelastic limit. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aPolymers$xViscosity$xMathematical models. =650 \0$aViscoelastic materials$xMechanical properties. =650 \0$aViscoelastic materials. =700 1\$aMangiafico, Salvatore,$eauthor. =700 1\$aPhan, Alexiane,$eauthor. =700 1\$aSauzéat, Cédric,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220296.html =LDR 03617nab a2200445 i 4500 =001 JTE20220297 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220297$2doi =037 \\$aJTE20220297$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.85$223 =100 1\$aMahmoudi, Yasmina,$eauthor. =245 10$aEnergy Dissipation of Bituminous Mixtures with Crumb Rubber Added by Dry Process: Laboratory Tests and Numerical Simulation /$cYasmina Mahmoudi, Salvatore Mangiafico, Cédric Sauzéat, Hervé Di Benedetto, Simon Pouget, Jean-Philippe Faure. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this study, the influence of crumb rubber added by dry process on the dissipative properties of bituminous mixtures has been investigated. Six mixtures were tested: two reference mixtures without crumb rubber were produced, one containing a pure binder and the other one containing an SBS-modified binder. Four other mixtures containing 2 % and 4 % (in mass) of crumb rubber and the same two mentioned binders were also produced. First, complex modulus tests were carried out at different frequencies and temperatures and for an axial strain amplitude of 50 μm/m. The 2S2P1D analogical linear viscoelastic model was used to model experimental data. From these results, the dissipated energy during one sinusoidal loading cycle was calculated, both for constant strain amplitude loading and for constant stress amplitude loading. Simulations at constant strain amplitude show lower energy dissipation for bituminous mixtures containing 2 % and 4 % CR and the SBS-modified bitumen with respect to the corresponding reference mixture without CR. However, the opposite is found at constant stress amplitude. Mixtures containing pure bitumen and CR show lower dissipated energy for any loading mode. Numerical simulations were carried out to determine energy dissipation at the scale of a pavement structure. The linear viscoelastic properties determined experimentally for the different materials were implemented in a finite element model to perform the calculations in the frequency domain. Results show that pavements made with bituminous mixtures containing CR added by dry process dissipate more energy with respect to the reference mixtures without CR. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aBituminous materials. =650 \0$aPavements, Asphalt. =650 \0$aPavements, Bituminous. =700 1\$aDi Benedetto, Hervé,$eauthor. =700 1\$aFaure, Jean-Philippe,$eauthor. =700 1\$aMangiafico, Salvatore,$eauthor. =700 1\$aPouget, Simon,$eauthor. =700 1\$aSauzéat, Cédric,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220297.html =LDR 03617nab a2200445 i 4500 =001 JTE20220298 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220298$2doi =037 \\$aJTE20220298$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQA76.9.L63 =082 04$a621.3616$223 =100 1\$aSerafim, Mateus de Oliveira,$eauthor. =245 10$aAutomated Detection of Defects and Vertical Signs on Roadways Using Images Produced by Drivers /$cMateus de Oliveira Serafim, Cornélio Albuquerque de Sousa, Lucas Cavalcante de Almeida, Lucas Feitosa de Albuquerque Lima Babadopulos, João Paulo Pordeus Gomes, Jorge Barbosa Soares. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe process of evaluating pavement performance, conventionally performed by visual surveys, tends to be slow and inefficient in countries with extensive networks. The development of object detection algorithms and the popularization of smartphones open the possibility of more automated evaluation processes. This paper proposes the evaluation of the detection of vertical road signs and pavement defects from images produced by drivers using computer vision techniques. A collected set of YouTube videos produced by Brazilian drivers was used to train and validate a convolution neural network model. Results indicated an overall precision of 74.9 %, with observed detection deficiency only for longitudinal cracks and alligator cracking. Potholes, patches, and traffic signs are properly detected (precision between 73 and 95 %, depending on the detected object) for pavement management applications. Provided the diversity of data produced in videos and the overall results obtained in this research, the work herein indicates the possibility of massive citizen participation in the data collection process toward roadway quality. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aComputer logic. =650 \0$aTomography. =700 1\$aAlbuquerque de Sousa, Cornélio,$eauthor. =700 1\$aBabadopulos, Lucas Feitosa de Albuquerque Lima,$eauthor. =700 1\$ade Almeida, Lucas Cavalcante,$eauthor. =700 1\$aGomes, João Paulo Pordeus,$eauthor. =700 1\$aSoares, Jorge Barbosa,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220298.html =LDR 03617nab a2200445 i 4500 =001 JTE20220301 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220301$2doi =037 \\$aJTE20220301$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD794.5 =082 04$a628.4458$223 =100 1\$aSantagata, Ezio,$eauthor. =245 10$aUse of Municipal Solid Waste Bottom Ashes in Rubberized Asphalt Mixtures /$cEzio Santagata, Pier Paolo Riviera, Orazio Baglieri, Michele Lanotte. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe increasing need of environment protection and preservation has been stimulating road agencies to progressively adopt sustainable technologies for the design, construction, and maintenance of their assets, with the consequent increasing use of recycled materials, industrial by-products, and wastes. In such a context, the experimental investigation presented in this paper moved from the idea of synergistically combining the use of bottom ashes originating from incineration of municipal solid waste (MSW) and crumb rubber from end-of-life tires. The performance-related properties of rubberized asphalt mixtures containing MSW bottom ashes in partial substitution of natural aggregates were evaluated by means of laboratory tests focused on the determination of workability, viscoelastic characteristics, anti-rutting potential, and resistance to crack propagation. Tests were carried out by considering an ash-amended rubberized asphalt mixture and, for comparison purposes, a standard gap-graded rubberized mixture (GGRM). Obtained results indicate that the rubberized mixture containing bottom ashes exhibited lower workability (16 % decrease in k parameter), reduced stiffness (decrease of dynamic modulus at 20°C of approximately 40 % and 60 % at 0.1 Hz and 10 Hz, respectively), and decreased anti-rutting potential (17 % decrease in flow number values) with respect to the standard GGRM. Conversely, the addition of bottom ashes was found to provide beneficial effects in terms of resistance to crack propagation (with fracture toughness values five times larger than those of the reference mixture). These outcomes suggest that the use of MSW bottom ashes must be carefully considered because environmental benefits may be counterbalanced by lower performance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aBiomass conversion. =650 \0$aRecycling (Waste) =650 \0$aRefuse and refuse disposal. =700 1\$aBaglieri, Orazio,$eauthor. =700 1\$aLanotte, Michele,$eauthor. =700 1\$aRiviera, Pier Paolo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220301.html =LDR 03617nab a2200445 i 4500 =001 JTE20220305 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220305$2doi =037 \\$aJTE20220305$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.80287$223 =100 1\$aRahman, Shafiqur,$eauthor. =245 10$aMonitoring and Simulating the Responses of Four Flexible Pavement Test Sections under Heavy Vehicle Loading /$cShafiqur Rahman, Sigurdur Erlingsson. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aFor mechanistic-empirical design of pavements, it is essential to accurately predict the responses of the structure that are caused by the design traffic loading. The aim of this study was to compare the simulated responses of pavements with real measurements under heavy vehicle loading. With this objective, four instrumented test sections were built in northern Sweden—about 100 km north of the Arctic Circle. These test sections differed in material quality of the various layers. Each test section was instrumented with pressure cells and strain sensors that measured the pavement response to external loading. Climatic variables were monitored through a weather station as well as temperature and moisture sensors installed in the road structures. Response measurements were carried out using 25-m-long 10-axle vehicles with gross weight of 90 tons. For the simulations of the responses of these test structures under the same vehicular loading, a multilayer elastic theory–based program called ERAPave was used. The required material properties for the simulations were based on laboratory testing of core-drilled samples from the sites. For the simulations, three combinations of material characterizations were considered: (a) linear elastic (LE) all layers, (b) nonlinear (NL) unbound layers, and (c) viscoelastic (VE) asphalt layers. Acceptable agreement between the simulations and measured responses were observed. Generally, the responses calculated based on LE and NL analyses were indistinguishable, whereas the VE analyses showed somewhat lower amplitude peaks. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aPavements$xLive loads$xTesting. =650 \0$aPavements$xTesting. =650 \0$aPavements, Flexible$xTesting. =700 1\$aErlingsson, Sigurdur,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220305.html =LDR 03617nab a2200445 i 4500 =001 JTE20220306 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220306$2doi =037 \\$aJTE20220306$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.B5 =082 04$a620.196$223 =100 1\$aPorot, Laurent,$eauthor. =245 10$aMultiple Stress Creep Recovery Test to Differentiate Polymer Modified Bitumen at High Temperature /$cLaurent Porot, Jiqing Zhu, Di Wang, Augusto Cannone Falchetto. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe constant demand for high-performing and more reliable roads has led to an increasing use of complex bituminous binders such as polymer-modified bituminous binders, which has become a widespread practice for asphalt pavement. As a result, specification and testing have evolved to better distinguish between quality materials. In recent years, more focus has been devoted to better evaluating the rutting resistance of bituminous binders. The multiple stress creep recovery (MSCR) test has gained popularity over the last decade, especially for polymer-modified binders, bringing more advantages in discriminating amongst quality binders such as polymer-modified bitumen. Within the International Union of Laboratories and Experts in Construction Materials, Systems and Structures technical committee 272, Phase and Interphase of Behavior of Innovative bituminous Materials, and its TG1 task group, several binders were thoroughly evaluated, including two non-modified and two polymer-modified bituminous binders, under various testing conditions to address the high-temperature behavior. Five laboratories performed MSCR on short-term aged binders after performing the rolling thin film oven test, in the same temperature conditions for all binders. Despite the limited data set, the variability between laboratories was reasonable. The MSCR results were compared with softening point temperature, high-temperature performance grade criteria, |G*| / sinδ, and equi-modulus temperature. MSCR was able to distinguish between complex binders better as compared with conventional parameters. It generates multiple useful parameters, amongst which percent recovery and non-recoverable creep compliance are the most relevant. This paper presents the analysis of MSCR results and comparison with other test methods. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aBitumen. =650 \0$aBituminous materials. =650 \0$aPolymers. =700 1\$aCannone Falchetto, Augusto,$eauthor. =700 1\$aWang, Di,$eauthor. =700 1\$aZhu, Jiqing,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220306.html =LDR 03617nab a2200445 i 4500 =001 JTE20220307 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220307$2doi =037 \\$aJTE20220307$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.8028$223 =100 1\$aMarath, Ashith,$eauthor. =245 10$aResilient Pavement Materials to Mitigate Impact of Climate Change in New Jersey /$cAshith Marath, Surya Teja Swarna, Yusuf Mehta. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPavement design procedures heavily rely on historical climate. This practice can be a threat to the pavement infrastructure predominantly because of anthropogenic climate change. Therefore, there is a necessity to consider the climate change parameters in pavement design. This study quantifies the influence of climate change on pavement performance in New Jersey. In addition, this study also explores various modified asphalt mixtures to mitigate the climate change impact on asphalt and composite pavements. The scope of this work is carried out in four phases, which include data collection, laboratory material testing for both conventional and modified asphalt materials, pavement performance prediction using pavement mechanistic-empirical design, and selection of optimal modified asphalt materials to mitigate the climate change impacts. To achieve this, two pavement sections are considered in New Jersey. The pavement material, design, and traffic data were collected from the New Jersey Department of Transportation. In addition, statistically downscaled climate change models were gathered from Coupled Model Intercomparison Project (CMIP) GFDL-EMS2g.1, which was processed by the US Department of Transportation CMIP Data Processing Tool. This study concludes that increased temperature caused by climate change results in high pavement deformation in the asphalt concrete layer. Using modified asphalt mixtures can be an alternative to mitigate the climate change impact in New Jersey. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aAggregates (Building materials) =650 \0$aPavements, Flexible$xTesting. =650 \0$aPavements, Flexible. =700 1\$aMehta, Yusuf,$eauthor. =700 1\$aSwarna, Surya Teja,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220307.html =LDR 03617nab a2200445 i 4500 =001 JTE20220308 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220308$2doi =037 \\$aJTE20220308$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a620.196$223 =100 1\$aBlankenship, Phillip,$eauthor. =245 10$aEffect of Specimen Fabrication Variables on the Measured Mechanical Properties of Asphalt Mixtures Tested in the Asphalt Mixture Performance Tester (AMPT) /$cPhillip Blankenship, Ramon Bonaquist. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe scope of this research involves the evaluation of the effects of specimen preparation variables—mixing temperature, binder time at mixing temperature, mixer type, mixing time, loose mix conditioning temperature, loose mix conditioning depth, loose mix stirring, mold loading, placement in mold, additional time at compaction temperature before loading in mold, gyratory specimen height, and test specimen air voids—on tests such as the Dynamic Modulus and Flow Number conducted using the Asphalt Mixture Performance Tester (AMPT). The initial testing program to evaluate the precision of the Dynamic Modulus and Flow Number tests (described in National Cooperative Highway Research Program Report 702) indicated that “specimen fabrication is a major component of the between-laboratory variability” for both tests. The expected outcome of this study was that AMPT users—Federal Highway Administration (FHWA), state user agencies, and industry—understand the importance of proper specimen preparation and the effect of specimen preparation variables on the results obtained from the AMPT Dynamic Modulus and Flow Number tests. The use of AMPT Dynamic Modulus at 20°C is the most sensitive portion of the modulus-time curve and can provide a general idea of sample preparation impact on other mixture tests. This information comes at critical timing as the United States begins to implement performance-engineered mixture designs, balanced mixture designs, and performance-based pay factors. Based on the findings of the study, recommendations may be made regarding changes to specimen preparation procedures, which are expected to produce more reproducible test results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aAsphalt. =650 \0$aPavements, Asphalt. =700 1\$aBonaquist, Ramon,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220308.html =LDR 03617nab a2200445 i 4500 =001 JTE20220313 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220313$2doi =037 \\$aJTE20220313$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a625.7$223 =100 1\$aWang, Di,$eauthor. =245 10$aRheological Behaviors of Waste Polyethylene Modified Asphalt Binder: Statistical Analysis of Interlaboratory Testing Results /$cDi Wang, Andrea Baliello, Gustavo dos Santas Pinheiro, Lily D. Poulikakos, Marjan Tušar, Kamilla L. Vasconcelos, Muhammad Rafiq Kakar, Laurent Porot, Emiliano Pasquini, Gaspare Giancontieri, Chiara Riccardi, Marco Pasetto, Davide Lo Presti, Augusto Cannone Falchetto. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article investigated the effect of waste polyethylene (PE) on the modified asphalt binders’ rheological behavior from a statistical point of view. The interlaboratory testing results from the RILEM Technical Committee 279 Valorization of Waste and Secondary Materials for Roads Task Group 1 were used for this purpose. First, an unaged 70/100 penetration graded neat binder was selected as the reference material. Next, a single 5 % content of waste PE additives (PE-pellets and PE-shreds) was mixed with a 95 % neat binder to prepare two PE modified binders. Then, dynamic shear rheometer–based temperature-frequency sweep tests were performed over a wide range of temperatures and frequencies to evaluate the rheological properties of these three binders. Different rheological behaviors were observed in the isochronal plots at high temperatures. Based on a reproducibility precision requirement proposed for phase angle, 28°C was set as the transition temperature across the rheological behaviors. Next, according to the three rheological behaviors defined in a previous study by the authors, statistical analysis was introduced to identify sensitive rheological parameters and determine the thresholds. Results indicate that the phase angle measured above 28°C and 1.59 Hz can be used as a sensitive parameter to discriminate the three rheological behaviors of PE modified binders. The thresholds among different behaviors were also calculated as an example for phase angle measured at the highest common testing temperature of 70°C. Additional experimental evaluations on more types of PE modified binders, especially at intermediate and high temperatures, are recommended to better understand their influence on the rheological behavior of PE modified binders. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aAsphalt$xAdditives$xTesting. =700 1\$aBaliello, Andrea,$eauthor. =700 1\$aCannone Falchetto, Augusto,$eauthor. =700 1\$aGiancontieri, Gaspare,$eauthor. =700 1\$aKakar, Muhammad Rafiq,$eauthor. =700 1\$aPasetto, Marco,$eauthor. =700 1\$aPasquini, Emiliano,$eauthor. =700 1\$aPinheiro, Gustavo dos Santas,$eauthor. =700 1\$aPorot, Laurent,$eauthor. =700 1\$aPoulikakos, Lily D.,$eauthor. =700 1\$aPresti, Davide Lo,$eauthor. =700 1\$aRiccardi, Chiara,$eauthor. =700 1\$aTušar, Marjan,$eauthor. =700 1\$aVasconcelos, Kamilla L.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220313.html =LDR 03617nab a2200445 i 4500 =001 JTE20220319 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220319$2doi =037 \\$aJTE20220319$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE5091 =082 04$a625.85$223 =100 1\$aVan Rompu, Julien,$eauthor. =245 10$aMechanical and Environmental Performances of Warm Mix Asphalt with Reclaimed Asphalt and Plant-Based Binder /$cJulien Van Rompu, François Olard, Simon Pouget, Florent Schrevel, Flavien Geisler. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe environmental challenges facing society today are forcing the road construction industry to tackle the twin challenges of decreasing consumption of nonrenewable raw materials and limiting its carbon impacts. Yet, roadworks can deliver some genuine environmental benefits, along with low greenhouse gas emissions, by becoming a carbon sink. Recycling very high proportions of road construction materials and gradually incorporating bio-based products into their composition is now a proven solution. To this end, Eiffage Route has developed a range of plant-based binders, suitable for recycling, which incorporate a high proportion of materials recovered from existing pavement. This article reviews the so-called Biophalt innovation that won the 2019 award presented at the Road and Street Innovation Committee established by the Transport Infrastructure Department of the French Ministry of the Ecological Transition. It consists of a warm mix asphalt (WMA), including a high amount (>30 %) of recycled asphalt and a plant-based patented binder, suitable for any type of traffic. Both environmental and mechanical performances of Biophalt, assessed through SEVE TP modeling and several mix design studies carried out in the framework of different jobsites, are presented. They underline the “carbon sink” properties of the bio-based WMA as well as its compliance with standards defined by the norms of the French asphalt mix design method. It thus demonstrates Biophalt’s ability to combine both sustainability and excellent mechanical characteristics. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aAsphalt concrete. =650 \0$aPavements, Asphalt concrete$xMaterials. =650 \0$aPavements, Asphalt$xEnvironmental aspects. =700 1\$aGeisler, Flavien,$eauthor. =700 1\$aOlard, François,$eauthor. =700 1\$aPouget, Simon,$eauthor. =700 1\$aSchrevel, Florent,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220319.html =LDR 03617nab a2200445 i 4500 =001 JTE20220320 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220320$2doi =037 \\$aJTE20220320$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.6 =082 04$a620.11228$223 =100 1\$aEkmekci, Dursun,$eauthor. =245 10$aComparison of Mechanical Properties Obtained for Armor Steels: Conventional Methods vs. Nanoindentation /$cDursun Ekmekci, Ömer Necati Cora. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe mechanical properties of three armor steels, namely Ramor 500, Ramor 550, and Armox Advance, were acquired by nanoindentation and conventional methods, and then the results were compared. To this goal, samples were extracted from different (e.g., undeformed and deformed) zones of the ballistically tested armor plates. Then, nanoindentations were performed at 10-mN maximum load and different maximum indentation depths (50–150 nm). In addition to the hardness and modulus of elasticity values of the examined materials, residual stress values of the samples were calculated through the equations suggested in the literature. These values were then compared with the residual stress measurements obtained with the conventional x-ray diffraction (XRD) - sin2ψ method. Moreover, Charpy V-notch impact tests were performed to calculate the fracture toughness of armor steel samples. Microstructural analysis (e.g., optical microscope, scanning electron microscope, atomic force microscope), surface roughness, and micro-hardness (micro-Vickers) measurements were also obtained. It was noted that hardness values for the Ramor 500 and Ramor 550 armor steels were in the range of 5.5–9 GPa, whereas the hardness values of Armox Advance samples were obtained in the 8.6–10.2 GPa range at a 50-nm indentation depth. The residual stress values obtained with nanoindentation were found to be in quite good agreement with the one obtained through XRD. It was proven that nanoindentation can be used to acquire several mechanical properties through considerably less sample preparation procedure, in an automated, and a more representative manner because of the measurements obtained at multiple points. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aIrradiation. =650 \0$aMaterials$xEffect of radiation on. =650 \0$aMicrostructure. =700 1\$aCora, Ömer Necati,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220320.html =LDR 03617nab a2200445 i 4500 =001 JTE20220326 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220326$2doi =037 \\$aJTE20220326$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE273 =082 04$a625.85$223 =100 1\$aElkashef, Mohamed,$eauthor. =245 10$aEvaluating the Rutting and Cracking Resistance of Asphalt Mixes Subjected to Different Silo Storage Times /$cMohamed Elkashef, John T. Harvey, David Jones, Liya Jiao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPlant-produced asphalt mixes can be stored in the silo for a few hours prior to being transported to the construction site. The mixes undergo additional aging during silo storage because of the high temperature in the silo. This additional aging of the mixes is not accounted for during the mix design process and could greatly influence the mix properties. Additional blending between the virgin and recycled binder could also take place in mixes containing reclaimed asphalt pavement or reclaimed asphalt shingles. In this study, four asphalt mixes were collected from different regions within California before and after silo storage. The plant-produced mixes were sampled at the hot drop point directly from the plant discharge, as well as from the silo after storage for 5–16 h. The rutting and cracking behavior of the mixes was assessed using the Hamburg wheel tracking (HWT) test, the repeated load triaxial (RLT) test, and the indirect tensile asphalt cracking test (IDEAL-CT). The rut depth from the HWT test, the flow number and cycles at 5 % permanent strain from the unconfined RLT test, and the CTindex from the IDEAL-CT were determined before and after silo storage. The results clearly show that the silo storage has a notable effect on both the rutting and cracking resistance, even for short durations (i.e., 5–6 h). The rutting resistance, as given by the HWT results, increased for three out of the four mixes after silo storage, whereas the cracking resistance decreased for all mixes. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aAsphalt$xTesting. =650 \0$aConcrete$xCreep. =650 \0$aPavements, Asphalt$xTesting. =700 1\$aHarvey, John T.,$eauthor. =700 1\$aJiao, Liya,$eauthor. =700 1\$aJones, David,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220326.html =LDR 03617nab a2200445 i 4500 =001 JTE20220335 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220335$2doi =037 \\$aJTE20220335$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK2945.L58 =082 04$a621.312423$223 =100 1\$aYoganandan, Hamsavarthini,$eauthor. =245 10$aModeling and Validation of a Lithium-Ion Battery Pack /$cHamsavarthini Yoganandan, Kanthalakshmi Srinivasan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aBatteries are part of an extremely nonlinear electrochemical system, and their performance is determined by various key factors such as law of thermodynamics, electrode kinetics, ion transport, and diffusion. To develop an accurate model of a battery, it is important to take into consideration both the internal and external conditions that would determine both the battery dynamics and its performance. Electrochemical, mathematical, and electrical equivalent circuit models are three common ways to model the electrochemical battery system. However, using these models involves certain limitations such as increased computation, empirical equations, and components (both active and passive). A simple electrical battery model with a voltage source and a resistor is insufficient to attain the desired level of accuracy in the model. To overcome these limitations, this study presents an electrothermal model that has been designed by adding “n” number of resistance capacitance (RC) pairs connected parallelly to ensure both dynamics and accuracy. An electrothermal model of a lithium-ion cell with a one-RC model and two-RC model has been developed, and a performance comparison has also been made to check the voltage accuracy of all the models. The electrical and thermal parameters (Em (state of charge [SOC], T), RO (SOC, T), R1 (SOC, T), R2 (SOC, T), C1 (SOC, T), C2 (SOC, T)) required for an RC model have been extracted through the pulse charge-discharge test. A battery pack of 55 V, 50 Ah using the RC model based on the Indian driving cycle condition has also been developed. Pulse charge-discharge and constant current-constant voltage profiles have been applied to the developed battery pack model to simulate and validate the accuracy of voltage in a real-time scenario. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aLithium ion batteries. =650 \0$aStorage batteries. =700 1\$aSrinivasan, Kanthalakshmi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220335.html =LDR 03617nab a2200445 i 4500 =001 JTE20220349 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220349$2doi =037 \\$aJTE20220349$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1119 =082 04$a625.8$223 =100 1\$aKhan, Shahbaz,$eauthor. =245 10$aValidation Technique for Heavy Vehicle Simulator Rut Measurement with Florida Laser Rut Meter /$cShahbaz Khan, Chris Cotter, James Greene. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe performance of a pavement system is typically measured in structural and functional terms. Agencies often prioritize minimizing rutting as it indicates the mixture and structural inadequacy and can lead to safety concerns such as hydroplaning. Therefore, accurate rut depth measurement is critical to pavement management as well as to assess the performance of materials designed to resist rutting. To that measure, Florida Department of Transportation (FDOT) uses two heavy vehicle simulators (HVSs) as part of an accelerated pavement testing (APT) program to advance pavement research and implement new pavement materials, designs, and construction methods. Each HVS device is equipped with an on-board laser profiling system for rut depth measurement. To ensure accurate and reproducible rut depth measurements, a laser-based reference device was developed and constructed by FDOT to verify rut depth measurements made by both HVS devices during APT research studies. This article describes the rut depth reference device, the verification process, and data analysis methods used to validate the accuracy of the HVS devices. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aPavements$xLive loads$xTesting. =650 \0$aPavements$xPerformance$xTesting. =650 \0$aPavements$xTesting. =700 1\$aCotter, Chris,$eauthor. =700 1\$aGreene, James,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220349.html =LDR 03617nab a2200445 i 4500 =001 JTE20220356 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220356$2doi =037 \\$aJTE20220356$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC174.2 =082 04$a534.22$223 =100 1\$aLiu, Yuzhu,$eauthor. =245 12$aA Method of Quantitative Detection of Fatigue Crack Depth in Bottom Rails by Ultrasonic Guided Waves Based on PCA-SVM /$cYuzhu Liu, Ying Chen, Wei Zeng, Dongyun Luo, Pan Hu, Xuming Huang, Shangzhi Yu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aUltrasonic guided wave is widely used to detect cracks in rail because of its long propagation distance and small attenuation. To effectively detect the fatigue crack in rail bottom through ultrasonic guided wave, an improved principal component analysis-support vector machine (PCA-SVM) intelligent algorithm based on grid search (GS) is proposed to detect the fatigue crack at different depths of rail bottom. The finite element method is used to establish the model of ultrasonic guided wave at different depths of the rail bottom, and the simulation model is compared with the experimental data to determine the effectiveness of the simulation model. Five main component features of the fatigue cracks at different depths are extracted by PCA. The GS method is used to optimize the penalty factor c and kernel function parameter g in the SVM, and the optimized SVM model is selected to identify the rail fatigue crack at different depths. The combination of theoretical simulation and experimental results shows that the accuracy of the training set and the test set of the improved PCA-SVM intelligent algorithm based on the GS method can reach 99.79 % and 99.73 %, respectively, which provides a basis and method for the detection of the fatigue crack depth of the rail bottom. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aAttenuation (Physics) =650 \0$aUltrasonic testing. =650 \0$aWave mechanics. =700 1\$aChen, Ying,$eauthor. =700 1\$aHu, Pan,$eauthor. =700 1\$aHuang, Xuming,$eauthor. =700 1\$aLuo, Dongyun,$eauthor. =700 1\$aYu, Shangzhi,$eauthor. =700 1\$aZeng, Wei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220356.html =LDR 03617nab a2200445 i 4500 =001 JTE20220373 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220373$2doi =037 \\$aJTE20220373$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.2 =082 04$a621.4835$223 =100 1\$aTregoning, R. L.,$eauthor. =245 10$aBenchmark to Evaluate Revised Censoring Procedures for ASTM E1921 /$cR. L. Tregoning, K. R. W. Wallin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aASTM E1921, Standard Test Method for Determination of Reference Temperature, T0, for Ferritic Steels in the Transition Range, contains a censoring criterion, KJΔa, that limits the amount of ductile tearing prior to cleavage in specimen data used to calculate the reference temperature, T0. A frequent complaint from users is that the requirements for both determining and implementing KJΔa are unclear and difficult to apply. These provisions require that KJΔa be determined using either the maximum valid KJc data from another result within the data set (i.e., one with an acceptance amount ductile tearing prior to cleavage) or a K-value based on the material’s JIc value (i.e., KJIc). Both options are potentially problematic as the JIc value is often unknown and assigning other test data as the censoring value can cause situations where this value is higher than the measured KJc value for that specimen. A benchmark analysis evaluated two alternative options for ductile-tearing censoring requirements proposed to rectify these inadequacies. The first option uses an absolute ductile-tearing-limit criterion and is simpler to apply. The second option employs a ductile tearing limit that varies with the KJc result but is designed to minimize the conservative bias associated with excessive ductile tearing. Data sets for low upper-shelf materials with sufficient data to calculate valid T0 values, yet with a significant percentage of data with measurable ductile tearing prior to cleavage were selected for evaluation. The benchmark results illustrated that although there is no obviously better censoring option, the option that uses an absolute ductile-tearing-limit is simpler to implement, whereas the T0 results are generally consistent with those calculated for the option with the variable ductile-tearing-limit. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aNondestructive testing. =700 1\$aWallin, K. R. W.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220373.html =LDR 03617nab a2200445 i 4500 =001 JTE20220383 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220383$2doi =037 \\$aJTE20220383$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA706 =082 04$a624.152$223 =100 1\$aWang, Peitao,$eauthor. =245 10$aModeling of the Three-Dimensional Point Cloud Based on the Binocular Stereovision and Structure Identification /$cPeitao Wang, Bo Zhang, Daowuerjiang Haishaer, Chencheng Zhu, Meifeng Cai. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe existence of weak planes affects the stability of rock engineering, especially the failure modes of the surrounding rocks. Therefore, investigation of the structural planes of rock mass and the extraction of discontinuities is important for rock mechanics. In this work, the LenaCV binocular stereovision system was studied and applied to establish three-dimensional (3D) surface models. Calibration of the binocular camera parameters, optimal distance discussion, and 3D modeling optimization were conducted. The optimal measuring distance and the intrinsic parameters suitable for the LenaCV stereovision were discussed. Finally, the 3D reconstruction of two case studies was carried out and the 3D point cloud modeling was established. The structural discontinuity mapping in rock faces was also carried out. The feasibility of the binocular stereovision system, as well as the optimum baseline distance, was discussed and verified. The study results can provide a new platform for the economic investigation of 3D rock mass structures and provide a new approach for the efficient extraction of rock mass discontinuities. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aExcavation. =650 \0$aRock mechanics. =650 \0$aUnderground construction. =700 1\$aCai, Meifeng,$eauthor. =700 1\$aHaishaer, Daowuerjiang,$eauthor. =700 1\$aZhang, Bo,$eauthor. =700 1\$aZhu, Chencheng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220383.html =LDR 03617nab a2200445 i 4500 =001 JTE20220421 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220421$2doi =037 \\$aJTE20220421$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.P58 =082 04$a666.893$223 =100 1\$aWen, Chuyuan,$eauthor. =245 10$aEarly-Age Cracking Potential of Fly Ash High Performance Concrete Internally Cured with Super Absorbent Polymers /$cChuyuan Wen, Dejian Shen, Yueyao Luo, Wenting Wang, Panpan Yao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aEarly-age cracking is problematic for high performance concrete (HPC) made with a low water/binder ratio. The application of fly ash (FA) as a cement replacement can contribute to reduced CO2 emission and clinker factor, as well as improved durability of HPC. Super absorbent polymers (SAPs) were also applied for better curing and a higher rate of hydration to optimize the FA HPC. The current study utilized a temperature stress test machine to investigate the early-age cracking potential of FA HPC with internal curing by SAPs. Test results and the related analyses suggested that the introduction of internal curing alleviated the autogenous shrinkage, restrained stress, as well as tensile creep for HPC with 0 % and 20 % FA replacement level. The application of SAPs reduced the cracking potential of HPC with a low FA replacement level, whereas it aggravated the cracking when the FA replacement level was high. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aBuilding materials. =650 \0$aBuildings$xRepair and reconstruction. =650 \0$aPolymer-impregnated concrete. =700 1\$aLuo, Yueyao,$eauthor. =700 1\$aShen, Dejian,$eauthor. =700 1\$aWang, Wenting,$eauthor. =700 1\$aYao, Panpan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220421.html =LDR 03617nab a2200445 i 4500 =001 JTE20220452 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220452$2doi =037 \\$aJTE20220452$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQD506 =082 04$a541.33$223 =100 1\$aElamvazhudi, B.,$eauthor. =245 10$aLong-Term Behavior of Nanoclay/TiO 2 Nanoparticles Modified Carbon/Glass Fiber–Reinforced Hybrid Composites /$cB. Elamvazhudi, S. Gopalakannan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (22 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPolymer composites are widely used as a primary structural material in lightweight construction industries due to their high strength-to-weight ratio and low cost. However, the mechanical properties get degraded when exposed to adverse environmental conditions. Hybridization of nanofillers and fibers can improve the hygroscopic behavior of polymer composites. In this work, the long-term performance of nanoclay/titanium dioxide–modified carbon/glass-reinforced hybrid composites under a seawater environment was investigated. The specimens were immersed in seawater (100 % relative humidity, 32°C) for 90 days. The effect of moisture absorption on the specimens was evaluated using water absorption, tensile, and flexural tests. Experimental results showed that the addition of nanofillers and carbon/glass hybridization had a significant impact on the water barrier properties and decay in mechanical properties. The residual life of the laminates under humid environmental conditions was predicted using an exponential function. Constituent materials and duration of exposure had a significant impact on the property’s degradation. The test findings showed that the (90°G/0°G/90°C)S sequenced laminate at 2 wt. % of nanofillers had a maximum residual life of 1,619 days under tensile loading and 3,051 days under flexural loading after 90 days of aging. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aNanoparticles. =650 \0$aPorous materials. =650 \0$aSurface chemistry. =700 1\$aGopalakannan, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220452.html =LDR 03617nab a2200445 i 4500 =001 JTE20220453 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220453$2doi =037 \\$aJTE20220453$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aGB641 =082 04$a624.15136$223 =100 1\$aZhao, Xiaolin,$eauthor. =245 10$aCharacteristics of Horizontal Frost Heave in Foundation Pits under Different Conditions and Anti–frost Heave Measures /$cXiaolin Zhao, Yupeng Shen, Yuanrong Lin, Tianxiao Tang, Xin Liu, Yue Liu, Mo Chen, Jingfu Guo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAccidents induced by horizontal frost heave (HFH) occur frequently in foundation pits. Pit walls are unstable because of the deformation due to HFH. The effects of HFH have been ignored in the design and construction of foundation pits, and existing studies on the characteristics of HFH in foundation pits are limited. Therefore, research on HFH in foundation pits is necessary. To reveal the characteristics of HFH in foundation pits, field monitoring of water migration, temperature variation, and force variation in foundation pits under different water supplements and support types was carried out in Beijing. Furthermore, the numerical model of the foundation pit was established and solved by the finite element method. The model was verified by the monitored data. Based on the model, insulation materials were laid in the wall of the foundation pit in the seasonally frozen soil area to prevent frost heave (FH). Temperature and displacement were employed in the calculations to evaluate the effects of anti-FH measures with the different insulation materials, and the results indicate that the value of the polystyrene insulation board was best. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aFrost heaving. =650 \0$aFrozen ground. =650 \0$aIce mechanics. =700 1\$aChen, Mo,$eauthor. =700 1\$aGuo, Jingfu,$eauthor. =700 1\$aLin, Yuanrong,$eauthor. =700 1\$aLiu, Xin,$eauthor. =700 1\$aLiu, Yue,$eauthor. =700 1\$aShen, Yupeng,$eauthor. =700 1\$aTang, Tianxiao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220453.html =LDR 03617nab a2200445 i 4500 =001 JTE20220455 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220455$2doi =037 \\$aJTE20220455$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a620.1366$223 =100 1\$aZhu, Wenjun,$eauthor. =245 10$aSpatial Distribution of Corrosion Products Influenced by the Initial Defects and Corrosion-Induced Cracking of the Concrete /$cWenjun Zhu, Zhongxu Yu, Chengyue Yang, Fei Dong, Zengle Ren, Kai Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis paper studies the spatial distribution of the corrosion products in concrete based on a series of experimental investigations of a marine construction. The distributions of defects and corrosion products in the concrete cover were identified in a mesoscale based on the computed tomography test, and the fractal dimension of cracks was analyzed. Some cracks and defects were filled by corrosion products in various degrees. The results showed that the defects were significantly influenced by the shape and relative location of the deformed steel reinforcement, which would then lead to the variation of the corrosion layer. The migration of corrosion products was particularly affected by the location and geometry of the defects, which could provide a suitable channel for the migration of corrosion products. The research can be helpful for the prediction of concrete cracking performance induced by the chloride-induced corrosion of the steel reinforcement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aConcrete$xCorrosion. =650 \0$aConcrete$xCracking. =650 \0$aReinforcing barsz$xCorrosion. =700 1\$aDong, Fei,$eauthor. =700 1\$aRen, Zengle,$eauthor. =700 1\$aYang, Chengyue,$eauthor. =700 1\$aYu, Zhongxu,$eauthor. =700 1\$aZhang, Kai,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220455.html =LDR 03617nab a2200445 i 4500 =001 JTE20220467 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220467$2doi =037 \\$aJTE20220467$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a620.196$223 =100 1\$aSantos, Ibishola,$eauthor. =245 10$aModeling of Fatigue Cracking in Asphalt Materials Based on the Paris Law with an Initialization Term—Calibration from Notched and Unnotched Specimens /$cIbishola Santos, Olivier Chupin, Jean-Michel Piau, Paul Marsac, Ferhat Hammoum. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article aims at presenting a thermo-mechanical model dedicated to fatigue cracking in bituminous material. The model calibration based on two-point bending (2PB) fatigue tests performed on specimens of bitumen-bound sand is also detailed. In the model, crack growth is handled by the Paris law considering the initialization term Nini. This parameter represents the number of loading cycles required to initiate a short macrocrack of length a0 from which the Paris law can be applied. The tests utilized for calibration and comparison with the numerical simulations are performed on notched and unnotched trapezoidal samples, for different levels of imposed displacement amplitude. The parameters of the Paris law are determined using the notched specimens (a0 being assimilated to the notch depth) except for Nini, which is deduced from the difference in lifetime duration between the tests carried out on notched and unnotched specimens. The full calibration procedure described thereafter has the advantage to not depend on the choice of a0. It is shown that the simulations run for the calibrated model are globally in good agreement with the test results obtained for both types of samples and for all the imposed displacement amplitudes. Finally, the model is used to predict the response of four-point bending tests carried out on the same bitumen-bound sand, considering the input parameters determined from the 2PB tests. The intrinsic nature of the model is evaluated through its ability to simulate both types of tests using the same set of material parameters. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aAsphalt cement. =650 \0$aAsphalt emulsion mixtures. =650 \0$aAsphalt. =700 1\$aChupin, Olivier,$eauthor. =700 1\$aHammoum, Ferhat,$eauthor. =700 1\$aMarsac, Paul,$eauthor. =700 1\$aPiau, Jean-Michel,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220467.html =LDR 03617nab a2200445 i 4500 =001 JTE20220468 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220468$2doi =037 \\$aJTE20220468$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ211.4.R3 =082 04$a620$223 =100 1\$aLiu, Xuhui,$eauthor. =245 10$aDynamic Model and Parameterized Design of Prosthetic Knee /$cXuhui Liu, Ziyun Fang, Huina Hu, Bin Xu, Chih-Keng Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this paper, an intelligent prosthetic knee joint was designed, and the dynamic model was established by using Lagrange theory to carry out the parametric design of the intelligent prosthetic knee joint. The parametric prosthetic leg was simulated by ADAMS simulation software, the performance of the prosthetic leg was tested, and the driving torque and damping force of the prosthetic leg were analyzed under different road conditions. The results showed that the drive torque of the prosthesis varied widely, requiring a larger drive torque during swinging. During the swing period, the damping force was larger. Compared with going up stairs and going up slopes, the damping force was the largest when going down stairs and going down slopes. Therefore, the intelligent prosthetic knee joint can lay a solid foundation for good gait, and at same time, the structure and good parametric design can make the intelligent prosthetic knee joint achieve good performance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aRobots$xMotion. =700 1\$aChen, Chih-Keng,$eauthor. =700 1\$aFang, Ziyun,$eauthor. =700 1\$aHu, Huina,$eauthor. =700 1\$aXu, Bin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220468.html =LDR 03617nab a2200445 i 4500 =001 JTE20220475 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220475$2doi =037 \\$aJTE20220475$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL507 =082 04$a620.11283$223 =100 1\$aCai, Fengjie,$eauthor. =245 10$aEvaluating the Creep Deformation and Elastic Recovery of Different Polymer-Modified Bitumens Using a New Bitumen Quality Control Test /$cFengjie Cai, Zhen-gang Feng, Tingting Chen, Shikai Li, Jincheng Wei, Xinjun Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTo quickly and accurately evaluate the creep deformation and elastic recovery performance of polymer-modified bitumen, a new bitumen quality control test (QCT) was carried out to analyze the creep deformation and recovery properties of styrene-butadiene-styrene (SBS)-modified bitumen and rubber powder–modified bitumen with different modifier dosage at 15°C, 20°C, 25°C, and 30°C. At the same time, the creep deformation speed of different polymer-modified bitumens was also investigated based on the QCT results. Then, the penetration and dynamic shear rheological tests were implemented on these binders to establish the relationship between QCT indexes (maximum creep deformation and deformation recovery rate) and physical–rheological indexes (penetration and complex viscosity). Results show that the creep deformation resistance and elastic recovery ability of bitumen enhance gradually with the increase of both SBS and rubber powder. Between SBS and rubber powder, SBS exhibits a more significant influence on the creep deformation resistance and elastic recovery properties of bitumen than rubber powder under the same temperature and modifier dosage. A polymer-modified bitumen with smaller penetration and bigger complex viscosity is prone to better creep deformation resistance and elastic recovery performance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aBuckling (Mechanics) =650 \0$aColumns$xTesting. =650 \0$aMetals$xCreep. =700 1\$aChen, Tingting,$eauthor. =700 1\$aFeng, Zhen-gang,$eauthor. =700 1\$aLi, Shikai,$eauthor. =700 1\$aLi, Xinjun,$eauthor. =700 1\$aWei, Jincheng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220475.html =LDR 03617nab a2200445 i 4500 =001 JTE20220476 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220476$2doi =037 \\$aJTE20220476$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1126$223 =100 1\$aLambrecht, Marlies,$eauthor. =245 10$aLoading Rate of Fracture Toughness Tests in Transition Regime /$cMarlies Lambrecht, Johan Schuurmans, Marc Scibetta. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aASTM E1921-21, Standard Test Method for Determination of Reference Temperature, T0, for Ferritic Steels in the Transition Range, contains a limitation on the stress intensity factor loading rate (K˙) for the quasistatic loading. The specimens should be loaded at a rate such that K˙ during the initial elastic portion is between 0.1 and 2 MPa√m/s. However, based on recent improvements in the test technique, it should be possible to narrow the loading rate range in order to reduce variability and have more comparable results between laboratories. For all users to be able to achieve the reduced range, clear guidelines are needed, which are not yet available. The Belgian Nuclear Research Centre (SCK CEN) has extensive experience in fracture toughness testing and has constructed a large database on which statistical studies were performed. This paper illustrates, using the SCK CEN database, that Wallin’s theoretical displacement formulas can only be used in the case in which the compliance of the testing setup is taken into account. An improved equation is proposed, guidelines for implementing the equation are drawn up, and these are verified using the database. It is clear that the methodology is sufficiently robust to provide an average loading rate within the suggested range of 0.5 and 2 MPa√m/s. This methodology could thus be integrated into the testing standard ASTM E1921-21. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aAluminum alloys. =650 \0$aMaterials$xFatigue. =650 \0$aMetals$xFatigue. =700 1\$aSchuurmans, Johan,$eauthor. =700 1\$aScibetta, Marc,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220476.html =LDR 03617nab a2200445 i 4500 =001 JTE20220484 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220484$2doi =037 \\$aJTE20220484$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA444 =082 04$a620.137$223 =100 1\$aKandpal, Lalit,$eauthor. =245 13$aAn Apparatus for Determining Micromechanical Interface Shear Properties of Geomaterial Contacts /$cLalit Kandpal, Prashanth Vangla. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis paper presents a custom-built micromechanical testing apparatus to analyze the interface shear behavior of geomaterial contacts. This apparatus allows for the investigation of rolling and sliding friction of a wide range of geomaterial contacts under various testing parameters, including normal load, displacement rate, and dry and wet conditions. The device is instrumented with sensors (load, displacement, and camera) and a computerized data acquisition system to measure and record the force, displacement, and images of the contacts during the test for in-depth study. The images are captured from the bottom of the sliding platform while shearing for only the contacts made of particle and transparent continuum materials. The shear response accuracy for the geomaterial contacts tested in the custom-built micromechanical apparatus is demonstrated by comparing the results of the same contacts obtained from a high-end tribometer apparatus. It was found that test findings from a custom-built apparatus are as accurate as those from a high-end tribometer and reliable for the micromechanical analysis of geomaterial interactions. Further, experiments were performed on different types of interface contacts and under different conditions to demonstrate the apparatus’s sensitivity. These findings indicate that the apparatus stiffness is sufficient and facilitates the understanding of micromechanical behavior and estimates basic yet essential inputs required to comprehend the complex behavior of geomaterials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aBuilding materials. =650 \0$aMaterials science. =650 \0$aShear (Mechanics) =700 1\$aVangla, Prashanth,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220484.html =LDR 03617nab a2200445 i 4500 =001 JTE20220494 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220494$2doi =037 \\$aJTE20220494$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS555 =082 04$a673.7222$223 =100 1\$aAksen, Toros Arda,$eauthor. =245 12$aA Numerical Evaluation of Forming Failure of an Aluminum Sheet due to Splitting Damage in Hole Expansion Process /$cToros Arda Aksen, Bora Sener, Mehmet Firat. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe reduction of car body weight is the principal issue of car manufacturers for reducing fuel consumption. Aluminum alloys are attractive materials for the automotive industry because they have low density and adequate strength, but they may exhibit crack formation during manufacturing processes. Generally, crack formations emerge because of tool geometry and material anisotropy. Accordingly, determination of the forming limits of aluminum alloys is essential. The hole expansion test (HET) is a significant formability process used in the automotive industry because it gives information about the stretch-flangeability limits of the material. Edge splitting (edge fracture) is a failure type seen in HET, and it limits the stretch-flangeability of the material. Therefore, the prediction of edge splitting is an essential issue for engineers in the automotive industry. In this work, HET of AA6016-O aluminum alloy was simulated with the finite element (FE) method to assess the influence of yield functions on failure prediction in HET. To this end, Hill48, Yld91, and a homogeneous fourth-order polynomial type yield criteria (HomPol4) were selected to identify the anisotropic behavior of the sheet. Analyses were carried out in Marc commercial FE software, and the Hypela2 user subroutine was incorporated into FE code. Thickness distributions in the rolling direction (RD), diagonal direction, and transverse direction (TD) of the part and around the hole edge were also predicted, and it was observed that only the HomPol4 criterion predicted excessive thinning at two locations near the RD and TD, separately. On the other hand, Yld91 and Hill48 predicted lower strain levels when compared with HomPol4. Finally, plastic work distribution around the hole edge was considered, and the predictions were compared with the experimental damaged sample. This comparison showed that HomPol4 predicted a robust plastic work localization in RD, which is consistent with the damaged sample. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aAluminum alloys$xMetallurgy. =650 \0$aAluminum founding. =650 \0$aMetallurgy. =700 1\$aFirat, Mehmet,$eauthor. =700 1\$aSener, Bora,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220494.html =LDR 03617nab a2200445 i 4500 =001 JTE20220517 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220517$2doi =037 \\$aJTE20220517$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN295 =082 04$a681.75$223 =100 1\$aSerdar, Serap Gamze,$eauthor. =245 10$aResearch of a Thermal-Regulation System Using Electronic Integrated Textiles for a Mattress /$cSerap Gamze Serdar, Züleyha Değirmenci, Mehmet Topalbekiroğlu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWith the advent of wearable technology, sleep monitoring has become a common practice. Our performance is significantly impacted by the quantity, efficiency, and quality of our sleep. It proved that temperature has a significant impact on sleep. The temperature circumstance is one of the primary causes of sleep disturbance according to the studies. The purpose of this study is to develop a temperature-controlled mattress system that will improve sleep quality by keeping the temperature within a predetermined range. A scaled prototype was set up and tested. It was found that the mattress system could keep the temperature within the specified range without being influenced by the ambient temperature. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aMoisture meters$xDesign and construction. =650 \0$aMoisture meters. =650 \0$aScientific apparatus and instruments$xDesign and construction. =700 1\$aDeğirmenci, Züleyha,$eauthor. =700 1\$aTopalbekiroğlu, Mehmet,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220517.html =LDR 03617nab a2200445 i 4500 =001 JTE20220545 =003 IN-ChSCO =005 20230720161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 230720s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220545$2doi =037 \\$aJTE20220545$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.8 =082 04$a620.43$223 =100 1\$aGhosh, Anik,$eauthor. =245 10$aMeasurement of Fly Ash Particle Size Distribution Using Lensless Digital In-Line Holography /$cAnik Ghosh, Rishikesh Kulkarni, Chandra Bhanu Gupt, Sreedeep Sekharan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWe propose the use of a lensless digital in-line holography setup for the measurement of particle size distribution (PSD) of fly ash obtained from wet electrostatic precipitators of different power plants. The fly ash samples were prepared by spreading the ash nonuniformly over a glass slide. A number of holograms corresponding to distinct regions of the glass slide were recorded and reconstructed. The particle sizes in each reconstructed image were estimated using a circular Hough transform–based edge detection algorithm. PSDs in the range of 10 to 90 μm were obtained. A numerical scheme to extend the measurement range below 10 μm is discussed. The performance of the proposed method is compared with the laser particle-size analyzer and conventional hydrometer. The experimental results indicate that the performance of the proposed method is similar to the hydrometer, with lower experimental and time complexity. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed July 20, 2023. =650 \0$aParticle size determination. =700 1\$aGupt, Chandra Bhanu,$eauthor. =700 1\$aKulkarni, Rishikesh,$eauthor. =700 1\$aSekharan, Sreedeep,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 4 (July 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220545.html =LDR 03693nas a2200865 i 4500 =001 JTE2023110901 =003 IN-ChSCO =005 20231109161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231109c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: 2023 Volume 51, Issue 5 (September 2023) (viewed November 09, 2023). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttps://www.astm.org/journals/volume/listing/coden/JTEVAB/issue/5/volume/51/online-issue-date/2023-09-01+00%3A00%3A00/ =LDR 03693nas a2200865 i 4500 =001 JTE2023110902 =003 IN-ChSCO =005 20231109161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231109c19739999pau|||||o|||||||||||eng|| =022 \\$a1945-7553 =022 \\$z0090-3973 =030 \\$aJTEVAB =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA401 =082 04$a620$223 =130 0\$aJournal of testing and evaluation (Online) =210 0\$aJ. test. eval. =245 10$aJournal of testing and evaluation. =246 13$aJTE =246 30$aTesting and evaluation =246 13$aASTM journal of testing and evaluation =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c1973- =310 \\$aBimonthly =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =362 0\$aVol. 1, Issue 1 (January 1973)- =500 \\$a"A multidisciplinary forum for applied sciences and engineering." =510 1\$aApplied science & technology index,$x0003-6986 =510 1\$aComputer & control abstracts,$bJan. 1973-,$x0036-8113 =510 2\$aAbstract Bulletin of Paper Science and Technology =510 2\$aAluminum Industry Abstracts =510 2\$aApplied Mechanics Reviews =510 2\$aApplied Science & Technology Index,$bNov.1983- =510 2\$aCAB Abstracts =510 2\$aC S A Civil Engineering Abstracts (Cambridge Scientific Abstracts) =510 2\$aC S A Engineered Materials Abstracts =510 2\$aC S A Mechanical & Transportation Engineering Abstracts (Cambridge Scientific abstracts) =510 2\$aCeramic Abstracts =510 2\$aChemical abstracts,$x0009-2258 =510 2\$aCOMPENDEX =510 2\$aComputer and Information Systems Abstracts Journal =510 2\$aCorrosion Abstracts =510 2\$aCurrent Contents/Engineering Computing & Technology =510 2\$aEarthquake Engineering Abstracts Database,$b2004- =510 2\$aElectronics and Communications Abstracts Journal =510 2\$aEngineering Index Monthly =510 2\$aINSPEC =510 2\$aISI Science Citation Index =510 2\$aMaterials Science Citation Index =510 2\$aMechanical Engineering Abstracts =510 2\$aMetals Abstracts/Alloys Index (METADEX) =510 2\$aPackaging Month =510 2\$aPersonal Alert =510 2\$aR A P R A Abstracts (Rubber and Plastics Research Association of Great Britain),$b1927- =510 2\$aR I L M Abstracts of Music Literature (Repertoire International de Litterature Musicale),$b1967- =510 2\$aScience Citation Index =510 2\$aSolid State and Superconductivity Abstracts =510 2\$aWorld Surface Coating Abstracts =588 \\$aDescription based on: Volume 1, Issue 1 (Jan. 1973); title from table of contents page (publisher's website, viewed Feb. 06, 2012). =588 \\$aLatest issue consulted: 2023 Volume 51, Issue 6 (November 2023) (viewed November 09, 2023). =650 \0$aMaterials$xTesting$vPeriodicals. =650 \0$aInformation storage and retrieval systems$vPeriodicals. =650 \0$aFire testing$vPeriodicals. =650 \0$aTesting-machines$vPeriodicals. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =776 18$iPrint version: $tJournal of testing and evaluation.$dWest Conshohocken, Pa. : ASTM International, 1973-$x1945-7553 =856 40$uhttps://www.astm.org/journals/volume/listing/coden/JTEVAB/issue/6/volume/51/online-issue-date/2023-11-01+00%3A00%3A00/ =LDR 03617nab a2200445 i 4500 =001 JTE20210779 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20210779$2doi =037 \\$aJTE20210779$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1800 =082 04$a621.3692$223 =100 1\$aZheng, Chunyu,$eauthor. =245 10$aApplicability of Optical Fibers for Monitoring the Temperature and Moisture of Freeze-Thaw Soil /$cChunyu Zheng, Zhenji Wu, Jinsong Qian, Yu Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aReal-time measurements of soil temperature and moisture fields in freeze-thaw areas provide data support for improving the durability of infrastructure. Compared to traditional sensors, optical fibers can determine soil temperature and moisture fields accurately, efficiently, and reliably, but their monitoring characteristics in freeze-thaw areas must be further investigated. In this study, optical fibers are applied for monitoring soil temperature and moisture in freeze-thaw soil based on distributed temperature sensing and an actively heated fiber optic method. The test results indicate that the spatial resolution of a fiber measuring tube constructed by winding optical fibers is 34 times higher than single fibers. A high correlation is confirmed between data measured by optical fibers and traditional sensors. For the soil temperature, the coefficient of determination is 0.98 and the root mean square error is 0.90°C. For the soil volumetric water content, the coefficient of determination is 0.94 and the root mean square error is 2.17 %. Furthermore, the optical fibers can identify the boundary between frozen and unfrozen soil through the value measured in the freeze-thaw process. The results reveal that the optical fibers are efficient in monitoring soil temperature and moisture fields in the freeze-thaw process and carry the advantages of in situ and distributed measurements, high measuring precision, and wide adaptability in working conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aFiber optics. =650 \0$aOptical fibers. =700 1\$aQian, Jinsong,$eauthor. =700 1\$aWu, Zhenji,$eauthor. =700 1\$aZhang, Yu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20210779.html =LDR 03617nab a2200445 i 4500 =001 JTE20220047 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220047$2doi =037 \\$aJTE20220047$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.5 =082 04$a624.15136$223 =100 1\$aConley, David A.,$eauthor. =245 10$aInvestigation of Measurement Capability for Charpy V-Notch Specimens Using Typical Measurement Practices /$cDavid A. Conley, Timothy R. Pline. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis paper investigates the capability of laboratories and industrial entities to measure the critical dimensions of the Charpy V-notch specimen, as defined in ASTM E23, Standard Test Methods for Notched Bar Impact Testing of Metallic Materials. Notched impact testing is commonly used to evaluate the impact strength and behavior of metals under impact loads at various temperatures. The ASTM Subcommittee E28.07 on Impact Testing became concerned that measuring the dimensions of the V-notch, which is considered critical to the test results, may be less achievable than is generally assumed. An interlaboratory study (ILS) was conducted with ASTM member entities to evaluate the ability of laboratories with various measurement techniques to accurately measure the critical dimensions. This paper evaluates the results of the ILS, which found that the community of laboratories surveyed could not measure all of the critical dimensions with sufficient accuracy to properly reject unacceptable notches. Conclusions and recommendations are provided to improve laboratory performance and provide guidance that may be issued in a revision to ASTM E23. The authors would like to thank the National Institute of Standards and Technology for providing statistical evaluations of the sample data and for the laboratories who participated in the ILS. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aGeomorphology$xResearch. =650 \0$aShear strength of soils$xTesting. =700 1\$aPline, Timothy R.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220047.html =LDR 03617nab a2200445 i 4500 =001 JTE20220199 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220199$2doi =037 \\$aJTE20220199$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE210.5.L5 =082 04$a624.151363$223 =100 1\$aOu, Xuefeng,$eauthor. =245 10$aVerification of Flattened Brazilian Test on the Tensile Strength Determination of Layered Sandstone /$cXuefeng Ou, Xuemin Zhang, Han Feng, Linxu Ouyang, Xianshun Zhou, Xinlei Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study investigates the mechanical behavior of layered sandstone under flattened Brazilian disc (FBD) test conditions based on experimental studies and numerical simulations. The tests included 7 group specimens with different dip angles, namely 0°, 15°, 30°, 45°, 60°, 75°, and 90°. The load-deformation curves, failure modes, and tensile strengths are discussed and compared with the conventional Brazilian disc (BD) test results. The experimental results show that the FBD tests generally have two stages of failure modes. In the first stage, the load increases as the displacement increases until it suddenly decreases, with one major fracture occurring in the center of the disc. In the second stage, the load increases again until the specimen is destroyed via a complex fracture mode. Numerical simulations are utilized to analyze the fracture mode of the two stages, indicating that the fracture in the first stage is purely tensile. Hence, the maximum load in the first stage is recommended to estimate the tensile strength under the FBD test. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aLime$xTesting. =650 \0$aSoil stabilization$xTesting. =700 1\$aChen, Xinlei,$eauthor. =700 1\$aFeng, Han,$eauthor. =700 1\$aOuyang, Linxu,$eauthor. =700 1\$aZhang, Xuemin,$eauthor. =700 1\$aZhou, Xianshun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220199.html =LDR 03617nab a2200445 i 4500 =001 JTE20220211 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220211$2doi =037 \\$aJTE20220211$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA438 =082 04$a620.136$223 =100 1\$aBai, Ru,$eauthor. =245 10$aHydration Reaction of Cementitious Composites with Calcium Silicate Slag /$cRu Bai, Ju Zhang, Changwang Yan, Shuguang Liu, Xiaoxiao Wang, Zhigang Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCalcium silicate slag (CSS) is a secondary solid waste produced during the extraction of aluminum oxide (Al2O3) from fly ash. Pulverized CSS can replace part of portland cement as a supplementary cementitious material. This study investigates the content of chemically bound water and the hydration degree of a CSS-cement system while varying the CSS content, water–binder ratio, and hydration age. Results show that adding CSS can appropriately reduce the content of chemically bound water and the hydration degree. A cube hydration model suitable for the CSS-cement system was established, which considered the spatial distribution and the evolution of cement and CSS particles in the hydration unit. Based on the cubic hydration model, the growth process of hydration products of CSS and cement particles was analyzed, the expression for the volume of CSS and cement particles at different hydration stages was deduced, and the hydration degree of the CSS-cement system was calculated. The calculated value of the hydration degree was compared with the test value to verify the correctness of the former. Overall, the results provide a practical experimental and theoretical framework to understand the application of the CSS-cement system. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aCement composites. =650 \0$aConcrete$xFracture. =650 \0$aMechanics. =700 1\$aLiu, Shuguang,$eauthor. =700 1\$aLiu, Zhigang,$eauthor. =700 1\$aWang, Xiaoxiao,$eauthor. =700 1\$aYan, Changwang,$eauthor. =700 1\$aZhang, Ju,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220211.html =LDR 03617nab a2200445 i 4500 =001 JTE20220225 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220225$2doi =037 \\$aJTE20220225$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN693.I7 =082 04$a669$223 =100 1\$aTong, Yanshan,$eauthor. =245 10$aAnalysis of Influencing Factors on the Conversion Efficiency of Laser-EMAT Ultrasound Detection with High-Temperature Carbon Steel Forgings /$cYanshan Tong, Wenze Shi, Liang Huang, Chao Lu, Guo Chen, Gongtian Shen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA method to improve the conversion efficiency based on surface cooling technology was proposed to achieve a low signal-to-noise ratio (SNR) of laser-electromagnetic acoustic transducer (EMAT) detection with high-temperature forgings. A finite element model of the laser-EMAT ultrasonic testing process operated with high-temperature forgings was established to study the effects of the laser source parameters and temperatures on laser-excited ultrasonic waves and their radiated acoustic field. The ratio of the magnetostriction and Lorentz force to the ultrasonic reception efficiency of the EMAT at different temperatures was analyzed and verified experimentally. The results indicate that the surface cooling technology can improve the energy conversion efficiency when the carbon steel temperature exceeds the Curie temperature. With the help of surface cooling technology, the SNR of the longitudinal wave increases by 26.5 dB at 766°C, and the SNR of the shear wave improves by 12.1 dB at 655°C. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aSteel$xInclusions. =650 \0$aSteel$xRefining. =700 1\$aChen, Guo,$eauthor. =700 1\$aHuang, Liang,$eauthor. =700 1\$aLu, Chao,$eauthor. =700 1\$aShen, Gongtian,$eauthor. =700 1\$aShi, Wenze,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220225.html =LDR 03617nab a2200445 i 4500 =001 JTE20220241 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220241$2doi =037 \\$aJTE20220241$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA706.5 =082 04$a552$223 =100 1\$aChen, Shihai,$eauthor. =245 10$aModel Experimental Study on Blasting Vibration Response of Tunnel Surrounding Rock under Different in Situ Stresses /$cShihai Chen, Jiang Huang, Minlong Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aStudying the propagation characteristics of blasting seismic waves in surrounding rock under different in situ stresses forms the basic framework for discussing the damage and failure laws of tunnel surrounding rock caused by deep engineering blasting vibration. To study the propagation law of blasting seismic waves under different in situ stresses, an underground engineering model test system is used to simulate tunnel blasting excavation with a nonexplosive electric spark initiation device. The vibration acceleration and strain of the surrounding rock during excavation are collected in real time. Based on the test data system, the blasting vibration response characteristics of tunnel surrounding rock under different in situ stresses are discussed. According to the results of experimental studies, the peak values of radial and axial acceleration show nonlinear attenuation with an increase in distance under different in situ stresses. With an increase in in situ stress, the attenuation rate of the peak value of radial acceleration decreases, while that of axial acceleration increases. Moreover, the peak values of acceleration and strain measured at the same point near the seismic source under different in situ stresses remain unchanged, whereas those measured at the same point far away from the seismic source gradually decrease. Moreover, the attenuation rate at the stage of low in situ stress is greater than that at the stage of high in situ stress. The farther away from the seismic source, the greater the influence of in situ stress on peak acceleration and peak strain. The research results play an important guiding role in the development of deep tunnel blasting theory and safe construction. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aRock mechanics. =650 \0$aRocks. =700 1\$aHuang, Jiang,$eauthor. =700 1\$aLiu, Minlong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220241.html =LDR 03617nab a2200445 i 4500 =001 JTE20220249 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220249$2doi =037 \\$aJTE20220249$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD758.A3 =082 04$a628.354$223 =100 1\$aYapıcı Sunaç, Seda,$eauthor. =245 10$aWaste Assessment and Sustainable Sample Product Design in Textile /$cSeda Yapıcı Sunaç, Züleyha Değirmenci. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWith the increase in the world’s population, industrialization, and constantly developing technologies, people’s product usage habits have changed. These changes negatively affect the ecological balance. The textile sector is one of the important elements that disrupt the ecological balance and cause this problem. For this reason, precautions should be taken in the production, consumption, and waste management of textile products. In this study, sample applications of waste and recycled products and value-added products were produced to be environmentally and economically beneficial. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aProduct design. =650 \0$aRecycling. =650 \0$aSustainability. =650 \0$aTextile wastes. =700 1\$aDeğirmenci, Züleyha,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220249.html =LDR 03617nab a2200445 i 4500 =001 JTE20220257 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220257$2doi =037 \\$aJTE20220257$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK7882.P3 =082 04$a006.4$223 =100 1\$aJamshaid, Hafsa,$eauthor. =245 10$aMulti-response Optimization by Using Taguchi Based Grey Relational Analysis to Develop Chafe Resistance Underwear /$cHafsa Jamshaid, Naseer Ahmad, Awais Khan, Uzair Hussain. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis paper presents a multi-response optimization technique to study the effect of linear density and fiber blend (%) on the chafe resistance of knitted fabric. As underwear fabrics come in direct contact with the skin, they demand better chafe resistance properties that depend on the frictional behavior of the garments. The objective of this study is to investigate the effect of different blends (%) of cotton, Coolmax, and micro polyester fibers, as well as two linear densities, i.e., 24/1s and 30/1s (Ne), on the friction and comfort properties of knitted underwear. The yarns’ frictional coefficient and tensile strength were tested. Thermo-physiological and tactile/hand properties of the knitted fabric were also investigated. It was concluded that both factors, blend % and yarn linear density, influenced fabric comfort properties. Combination of natural and synthetics fibers with finer linear density results in better-performing fabrics with regard to friction and moisture management. The statistical tool, analysis of variance, was used to evaluate the significance of the results. Grey relational analysis (GRA) was performed for the optimization of parameters and the sorting of the samples having the best-required properties. The sample containing 50 % cotton and 50 % micro polyester with a 30/1s yarn count was declared as the best sample based on the GRA. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aChromatographic analysis. =650 \0$aFibers. =650 \0$aTextile fibers, Synthetic. =700 1\$aAhmad, Naseer,$eauthor. =700 1\$aHussain, Uzair,$eauthor. =700 1\$aKhan, Awais,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220257.html =LDR 03617nab a2200445 i 4500 =001 JTE20220275 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220275$2doi =037 \\$aJTE20220275$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA706.5 =082 04$a624.1$223 =100 1\$aPachel, Caleb E. C.,$eauthor. =245 10$aAlkali-Silica Reaction and Its Effects on the Splitting Tensile Strength and Direct Compressive Strength of Mortar Bars /$cCaleb E. C. Pachel, Jennifer Eisenhauer Tanner. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe alkali-silica reaction (ASR) is a type of alkali-aggregate reaction that is associated with the chemical interaction of siliceous aggregate and the alkaline pore solution of concrete. The reaction causes a gel to form that readily absorbs water and can cause expansion that damages concrete in a cyclical manner. This research aims to determine the relationship between the expansion due to ASR and the strength of concrete. Despite the inherent issues pertaining to the accuracy and precision of the accelerated mortar bar test (AMBT), its relative quickness makes it one of the most popular ASR tests. Conventional AMBTs were used to evaluate the reactivity of 12 aggregates and compared to a suite of control specimens to benchmark expansions and strengths. The aggregates evaluated were moderately reactive, highly reactive, or very highly reactive. Based on a total of 1,872 tests and regression analyses, both the splitting tensile and compressive strengths of the exposed mortar bars showed marked decreases when compared to the control mortar bars. The splitting tensile strength was affected more adversely than the compressive strength. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aRock mechanics. =650 \0$aRocks$xTesting. =700 1\$aTanner, Jennifer Eisenhauer,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220275.html =LDR 03617nab a2200445 i 4500 =001 JTE20220277 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220277$2doi =037 \\$aJTE20220277$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC737.5 =082 04$a616.209$223 =100 1\$aPriyadharshini, Rameshkumar,$eauthor. =245 10$aClassification of Cardiovascular Disease Risk for Patients with Obstructive Sleep Apnea /$cRameshkumar Priyadharshini, Paulraj Muruges Pandiyan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCardiovascular disease (CVD) is a disorder that affects the heart function and blood vessels, such as coronary heart disease, arrhythmias, heart attack, rheumatic heart disease, stroke, etc. The risks associated with CVD are physical inactivity, improper diet, and smoking and liquor drinking. Some behavioral risk factors include increased blood sugar and blood pressure levels, obesity, stress, and genetic factors. Obstructive sleep apnea (OSA) is a disorder related to sleep respiration that affects blood oxygen concentration and air entering the lungs. It will probably lead to overweight, heart disease, diabetes, stroke, and hypertension. Several kinds of research are being carried out, and they demonstrate the relationship between patients with CVD and those with OSA. The present study uses polysomnography data from the Sleep Heart Health Study and CVD-related physiological data obtained from the National Sleep Research Resource. The data set is preprocessed, and principal component analysis reduction is applied and fed to the ResNet-101 classifier for classifying patients with OSA into three types of coronary heart disease (CHD) is a disorder in which the coronary arteries were blocked and CVD risk groups. After training the proposed network with 80 % of records, accuracy was obtained as 94.87 % for “no risk” and “risk,” with a 95.89 % level of CVD risk among patients with OSA apart from its capability to detect the severity of OSA. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aSleep apnea syndromes. =650 \0$aSnoring. =700 1\$aPandiyan, Paulraj Muruges,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220277.html =LDR 03617nab a2200445 i 4500 =001 JTE20220332 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220332$2doi =037 \\$aJTE20220332$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA438 =082 04$a620.135$223 =100 1\$aSevim, Ozer,$eauthor. =245 10$aEffect of Supplementary Cementitious Materials with Similar Specific Surface Area on Cementitious Composite Systems /$cOzer Sevim, Cagrı Goktug Sengul, Saruhan Kartal, Kenan Toklu, Yasin Caglar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study investigated the effect of the mechanical and durability properties of cementitious composite systems with supplementary cementitious materials (SCMs), including fly ash (FA), ground granulated blast furnace slag (GGBS), and bottom ash (BA), with similar specific surface areas (∼3,300 cm2/g). FA, GGBS, and BA were ground to a specific surface area of ∼3,300 cm2/g (about the cement-specific surface area) and then replaced with cement at 5 %, 10 %, 15 %, and 20 % replacement ratios. The compressive strength, flexural strength, length change, and rapid chloride ion permeability of the cementitious composites incorporating FA, GGBS, and BA with similar specific surface areas were recorded after 7-, 28-, and 90-day curing periods. As a result, cementitious composites containing GGBS improved the mechanical and durability properties at the maximum rate. It was shown that the properties of cementitious composites containing 20 % GGBS yielded better results than the control specimens without any SCMs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aCement composites. =650 \0$aPolymer-impregnated cement. =650 \0$aPolymer-impregnated concrete. =700 1\$aCaglar, Yasin,$eauthor. =700 1\$aKartal, Saruhan,$eauthor. =700 1\$aSengul, Cagrı Goktug,$eauthor. =700 1\$aToklu, Kenan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220332.html =LDR 03617nab a2200445 i 4500 =001 JTE20220333 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220333$2doi =037 \\$aJTE20220333$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA355 =082 04$a620.3028$223 =100 1\$aDunno, Kyle,$eauthor. =245 10$aVibration Test Spectrum Simulating the In-Flight Jet Aircraft Transport Environment of Parcel and Unit Load Shipments /$cKyle Dunno, Eric Joneson, Patrick McDavid, Tagore Somers, Michael Willard. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe measurement and analysis of the hazards occurring during the distribution environment are critical to developing test simulations that can be used to challenge packaged products and quantify their performance. One increasingly utilized vehicle is jet aircraft to move packaged product systems through the distribution network. As a result, there is a need to ensure that the vibration test levels used to qualify packaged product systems reflect the hazard levels observed in the air transport environment. This study utilized a field data recorder that separated ground and in-flight vibration events to capture a series of jet aircraft flights. The measured acceleration-time data were analyzed in terms of power spectral density (PSD) and statistically examined to understand the variability of the vibration intensity of this transport mode. The PSD profiles computed from the field measured events were significantly lower in vibration intensity than current test methods for air transport. Statistical analysis showed that the measured events were non-Gaussian and right-skewed. Additionally, a composite jet aircraft PSD test profile, reflective of the field-collected events, was developed, which could drive vibration test systems to evaluate packaged product systems during the in-flight segment of this distribution channel. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aMinicomputers. =650 \0$aShock (Mechanics) =650 \0$aVibration. =700 1\$aJoneson, Eric,$eauthor. =700 1\$aMcDavid, Patrick,$eauthor. =700 1\$aSomers, Tagore,$eauthor. =700 1\$aWillard, Michael,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220333.html =LDR 03617nab a2200445 i 4500 =001 JTE20220354 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220354$2doi =037 \\$aJTE20220354$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE75 =082 04$a557.3$223 =100 1\$aRan, Yuling,$eauthor. =245 10$aExperimental Research on the Physical and Mechanical Properties of Remolded Fine-Grained Debris-Flow Deposits /$cYuling Ran, Yu Jiang, Hongzhi He, Zhenhua Zhou. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTo make better use of debris-flow deposits, this paper adopts fine-grained debris-flow deposits ( moisture content > structural gradation. At different moisture contents, fine particles exert the greatest effect on the physical and mechanical characteristics of remolded soils, especially variation in the content of fine particles of less than 0.16 mm. At low moisture content, both fine particles and coarse particles facilitate the improvement of shear strength, and the increase in particle content in the range of 0.315–0.16 mm helps to enhance the mechanical properties of remolded structures. At high moisture content, the influence of the variation in intermediate particle content should be considered, especially the increase in particle content in the size range of 0.63–0.315 mm, which helps to improve the shear strength. The change in moisture content affects the cohesion of fine particles in the structures, and the change in vertical load shifts the contact form between particles in the structures, thereby affecting the internal frictional resistance and cohesion of remolded structures. The results obtained from this research are expected to provide a good basis for the reutilization of debris-flow deposits. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aCarbonate rocks. =650 \0$aGeology. =700 1\$aHe, Hongzhi,$eauthor. =700 1\$aJiang, Yu,$eauthor. =700 1\$aZhou, Zhenhua,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220354.html =LDR 03617nab a2200445 i 4500 =001 JTE20220359 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220359$2doi =037 \\$aJTE20220359$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHE380 =082 04$a624.19$223 =100 1\$aNickjouye Tabrizi, Amir Hossein,$eauthor. =245 10$aEvaluating the Effect of Tool Wear in Soft Soil Using New TBM Tunneling Simulator Device /$cAmir Hossein Nickjouye Tabrizi, Hamid Chakeri, Mohammad Darbor, Sadegh Amoun, Hadi Shakeri. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCutting tool resistance to abrasion are among the most important factors in the efficiency of earth pressure balance (EPB)–tunnel boring machines (TBMs). Excessive wear negatively affects the operating parameters of the tunneling machine and reduces its efficiency. Considering the lack of a comprehensive and accepted method for the study of wear in soft grounds, this study sought to design and manufacture a TBM tunneling simulator to better understand the interaction between soil and cutting tools. For this purpose, after introducing a new machine manufactured in Sahand University of Technology (Tabriz, Iran), the effect of the density of two types of soil with different granulation and moisture on the wear of cutting tools under different conditions was investigated to simulate the TBM tunneling mechanism. The low rotational speed of the cutterhead (similar to EPB machines), continuous contact of the cutting tool with the intact soil, continuous injection of conditioning additives with specified injection pressure during the test, and horizontal operation similar to TBM are the most important features of this machine. The results indicated that an increase in the soil density from 1.5 to 2.0 g/cm3 at a moisture content of 7 % increased the maximum wear of cutting tools from 4.1 to 11.6 %. Accordingly, a similar trend was observed for moisture of 13 %. By studying wear at different densities and percentages of moisture, a decreasing trend of wear was observed under the same conditions at a higher moisture percentage. Furthermore, increasing the soil density initially increases the wear of cutting tools, although a further increase in the density causes clogging in the cutterhead, and no significant changes were observed in the amount of wear in this area. Finally, the results of some operational tests show that increasing the penetration rate and rotational speed of the cutterhead can decrease and increase tool wear under different conditions, respectively. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aBoring machinery. =650 \0$aBoring. =650 \0$aTunnels. =700 1\$aAmoun, Sadegh,$eauthor. =700 1\$aChakeri, Hamid,$eauthor. =700 1\$aDarbor, Mohammad,$eauthor. =700 1\$aShakeri, Hadi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220359.html =LDR 03617nab a2200445 i 4500 =001 JTE20220365 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220365$2doi =037 \\$aJTE20220365$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA405 =082 04$a620.1$223 =100 1\$aWu, Jiang,$eauthor. =245 10$aTracking the Observations of Volume Deformation of Concrete under Sulfate Attack through 3D Digital Image Correlation /$cJiang Wu, Qianqian Ke, Jiangxiong Wei, Jie Hu, Wen Zhu, Haoliang Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this study, three-dimensional digital image correlation was used to characterize the nonuniform volume deformation of concrete under sulfate attack. Based on the test and results, it was determined that the displacement distribution of the concrete exposed to sulfate attack was inhomogeneous, and the expansion of the concrete in the sodium sulfate (Na2SO4) solution was greater than that in magnesium sulfate (MgSO4). Thus, the distribution of nonuniform expansion and the mechanisms of sulfate attack were identified. Notably, sample expansion did not increase linearly with the content of hydrates such as ettringite and gypsum. The volume expansion of the concrete in the Na2SO4 solution grew slowly when the content of corrosion products was low and developed rapidly with further increases in corrosion products. The volume expansion of the concrete in the MgSO4 solution grew slowly with low corrosion product content, and then the volume expansion slowed down with the accumulation of corrosion products. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aMaterials science. =650 \0$aMicrowaves. =650 \0$aOptical materials. =700 1\$aHu, Jie,$eauthor. =700 1\$aHuang, Haoliang,$eauthor. =700 1\$aKe, Qianqian,$eauthor. =700 1\$aWei, Jiangxiong,$eauthor. =700 1\$aZhu, Wen,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220365.html =LDR 03617nab a2200445 i 4500 =001 JTE20220370 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220370$2doi =037 \\$aJTE20220370$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA413.5 =082 04$a620.11230287$223 =100 1\$aZhang, Yu,$eauthor. =245 10$aImprovement and Validation of a Newly Developed Plane Strain Apparatus Based on True Triaxial Testing /$cYu Zhang, Chenyang Xu, Tejia Fan, Jin Liu, Xiao Ding, Lin Ma, Lijuan Wang, Ruixin Yan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe plane strain apparatus is an important instrument for studying the strength and deformation characteristics of soil with a specific stress path under plane strain condition and it is indispensable for theoretically studying rock and soil mechanics. After reviewing and summarizing the development history of the plane strain apparatus, we improved the pressure chamber, stress measuring mechanism, loading mechanism, and created a pressure chamber that can simulate a plane strain state. This improvement was based on the true triaxial apparatus with vertical rigidity and flexible loading in two orthogonal horizontal planes developed by the Xi’an University of Technology. We conducted plane strain tests of intact loess and remolded loess under different water contents and consolidation confining pressures. The rationality and reliability of the modification were verified by comparing the stress–strain curves and strength parameters obtained from plane strain and conventional triaxial tests, such that the evolution law of intermediate principal stress and the intermediate principal stress coefficient in the plane strain shear process was preliminarily revealed. Subsequently, the coefficient of intermediate principal stress at failure was found to be between 0.13 and 0.53. Thus, the effective modification of the plane strain apparatus can provide an experimental means for studying the strength and deformation characteristics of soil under plane strain condition. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aSand. =650 \0$aStrain gages. =650 \0$aStrains and stresses$xMeasurement. =700 1\$aDing, Xiao,$eauthor. =700 1\$aFan, Tejia,$eauthor. =700 1\$aLiu, Jin,$eauthor. =700 1\$aMa, Lin,$eauthor. =700 1\$aWang, Lijuan,$eauthor. =700 1\$aXu, Chenyang,$eauthor. =700 1\$aYan, Ruixin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220370.html =LDR 03617nab a2200445 i 4500 =001 JTE20220376 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220376$2doi =037 \\$aJTE20220376$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a620.136$223 =100 1\$aSon, Moorak,$eauthor. =245 10$aEstimation of Nondestructive Compressive Strength of Concrete Using Impact Force Response Signal /$cMoorak Son, Jinhyun Seong. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study examined the potential of the impact force response signal induced by impacting an object to estimate the compressive strength of concrete nondestructively. For this study, an automatic impacting device was devised, a system was set up to measure impact force signal, and a program was developed to analyze the obtained signal and estimate the compressive strength. Concrete test specimens were manufactured and tested. Impacts were carried out on the specimens, and the impact force signals were obtained. The signals were analyzed to obtain the total impact force signal energy, and a uniaxial compressive strength test was carried out on each specimen to measure the compressive strength directly. A good relationship was formed between the total impact force signal energy and the uniaxial compressive strength. The strength was estimated from the obtained relationship for new test specimens and compared with the directly measured strength. The comparison indicated that the estimated strength and the measured strength had a close relationship. In addition, a Schmidt hammer test was carried out on the new specimens before the uniaxial compressive test, and the test results were compared with those from the impact force signal energy. The strength estimation using the impact force signal energy had a better result. The study results show that the compressive strength of concrete materials could be estimated nondestructively using the proposed method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aConcrete construction. =650 \0$aConcrete. =700 1\$aSeong, Jinhyun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220376.html =LDR 03617nab a2200445 i 4500 =001 JTE20220378 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220378$2doi =037 \\$aJTE20220378$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$TJ1 =082 04$a676$223 =100 1\$aUludag, Muhammet,$eauthor. =245 10$aDesign, Fabrication, and Experiments of a Soft Pneumatic Gripper with Closed-Loop Position Control /$cMuhammet Uludag, Osman Ulkir, Ishak Ertugrul, Erkan Kaplanoglu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSoft pneumatic grippers (SPGs) contribute significantly to the development of soft robotic devices and help enable different and complex hardware designs for soft robots. Apart from the many advantages, the lack of position feedback of soft grippers presents a problem for position control. This study aims to examine this problem with the SPG, which is fabricated using additive manufacturing technology. The soft gripper is fabricated in two parts using the molding technique. The structure of the gripper consists of molded silicone (room-temperature-vulcanizing [room-temperature-vulcanizing]-3015) and polyethylene terephthalate (PET) film consisting of chambers. These sections are an active chamber consisting of 10 airtight sections that can be operated with compressed air and a passive chamber covered with PET film. During the bending of the SPG, the PET film inside the passive chamber begins to be compressed by the compressed air, resulting in a higher load-holding capacity of the gripper. In addition, the position of the feedback module made of flex sensor is integrated during fabrication. Various experiments were carried out to evaluate the performance of the SPG. Finite element analysis of the gripper was performed with COMSOL to compare the accuracy of real-time experiments. With the experimental studies’ results, the SPG’s motion characteristics, the relationship between the bending angle and the pressure, and the position-tracking performance were analyzed. Experimental results of the SPG were found to be in good agreement with the simulation results. The experimental results determined that the SPG showed successful trajectory tracking performance with the proportional-integral-derivative control algorithm. The root mean square value for the controller is calculated as 0.1245°. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aSoft robotic device. =650 \0$aMechanical engineering. =650 \0$aMechanics. =700 1\$aErtugrul, Ishak,$eauthor. =700 1\$aKaplanoglu, Erkan,$eauthor. =700 1\$aUlkir, Osman,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220378.html =LDR 03617nab a2200445 i 4500 =001 JTE20220382 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220382$2doi =037 \\$aJTE20220382$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620$223 =100 1\$aMokhtarnia, Babak,$eauthor. =245 10$aLoading Variable Effects on Fatigue Behavior of Wood Flour High-Density Polyethylene Composites /$cBabak Mokhtarnia, Mohammad Layeghi. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article investigated the flexural fatigue properties of wood flour high-density polyethylene composites. Composites with polymer matrix were fabricated and subjected to three-point bending fatigue tests. Cyclic loads were performed at different loading ratios (0.1 and 0.3) and frequencies (0.9 and 5.2 Hz) to determine the effect of these parameters on the fatigue behavior of composite samples. Cyclic stress amplitude versus number of cycles to failure curves of experiments were plotted and compared. For safe fatigue design and material reliability index, a 95 % confidence interval band of fatigue lives were plotted. Stiffness reduction approach was used to evaluate and monitor damage evolution. An experiment like this provides insight into fatigue properties of wood-fiber plastic composites to improve the life of parts under cyclic loading. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aCarbon composites$xElectric properties. =650 \0$aPolymeric composites$xElectric properties. =700 1\$aLayeghi, Mohammad,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220382.html =LDR 03617nab a2200445 i 4500 =001 JTE20220387 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220387$2doi =037 \\$aJTE20220387$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA664 =082 04$a629.13431$223 =100 1\$aLopes, Pedro R.,$eauthor. =245 10$aRobot-Assisted Gravity Offloading Testing of Aerospace Structures /$cPedro R. Lopes, Luís Moreira, Ricardo Lopes, António M. Lopes. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe demand for testing aerospace structures on Earth before they are launched into space has led to the development of equipment that is able to simulate orbit conditions, namely zero gravity. Several passive solutions have been proposed to perform offloading testing on Earth. However, they present limitations and lack the flexibility normally required by the complexity of the pathways. Active zero gravity emulation systems have been developed to mitigate the difficulties of the passive ones. Moreover, the emergence of robotic arms with the ability to perform complex and easily reprogrammable motion and force-controlled trajectories has opened the possibility of creating robot-based gravity compensation systems. This paper proposes and evaluates a solution for the gravity offloading testing of space devices based on currently available industrial robots. This solution takes advantage of the functionalities of collaborative robots, namely built-in force controllers, together with custom auxiliary subsystems. A setup was arranged to allow the communication between the robot controller and a computer running an internet of things (IoT) platform based on Node-RED so as to connect and control all components of the offloading system. Multiple robot control techniques were designed and tested based on several approaches employing impedance control functionalities and sensing data to create a closed-loop system. The results obtained are within the validation criteria, creating conditions to affirm for the application in question that the gravity compensation was achieved with success using the robot. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aAirframes$xMaterials. =650 \0$aComposite construction. =650 \0$aStructural engineering. =700 1\$aLopes, António M.,$eauthor. =700 1\$aLopes, Ricardo,$eauthor. =700 1\$aMoreira, Luís,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220387.html =LDR 03617nab a2200445 i 4500 =001 JTE20220388 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220388$2doi =037 \\$aJTE20220388$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.B5 =082 04$a620.196$223 =100 1\$aDuan, Hao,$eauthor. =245 10$aInvestigation of Correlation between Component and Molecular Structure of Bitumen and Properties of High-Dosage Styrene-Butadiene-Styrene–Modified Bitumen for Waterproof Membrane /$cHao Duan, Cong Qi, Shangheng Zeng, Yanheng He, Hongjuan Zhang, Xiaobin Han, Liwei Chen, Jianying Yu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this article, the correlation between components and molecular structures of base bitumen and properties of high-dosage styrene-butadiene-styrene–modified bitumen (HSMB) for waterproof membrane was investigated. Saturates, aromatics, resins, and asphaltenes (SARA components) of eight base bitumens from different crude oils used to prepare HSMB were analyzed by column chromatography, and the molecular structures of these base bitumens were obtained by proton nuclear magnetic resonance, gel permeation chromatography, elemental analysis, and an improved Brown-Ladner calculation method. Softening point and low-temperature flexibility tests were used to estimate the high- and low-temperature performance of HSMBs. The results showed that the highest softening point of the HSMBs was 119.2°C, whereas the lowest was 102.5°C. The best flexibility of HSMB was −24°C, and the worst was −10°C. The softening point of HSMB raised with the increase of the content of saturates and aromatics, aromatic carbon ratio (fA), and condensation index (CI) while decreasing with the increase of H/C. The flexibility of HSMBs was most significantly influenced by the content of saturates, and when the saturate content was 17 %, the flexibility was optimal. However, the flexibility of HSMB was poor when the number average molecular weight (Mn) of bitumen was large. To prepare HSMB with excellent performance, it is recommended that the content of saturates should be between 12 and 17 %, aromatics content should be between 45 and 55 %, resins and asphaltenes content should not be excessive, and fA > 0.25, CI > 0.17, H/C ≤ 1.55. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aBitumen. =650 \0$aBituminous materials. =650 \0$aPolymers. =700 1\$aChen, Liwei,$eauthor. =700 1\$aHan, Xiaobin,$eauthor. =700 1\$aHe, Yanheng,$eauthor. =700 1\$aQi, Cong,$eauthor. =700 1\$aYu, Jianying,$eauthor. =700 1\$aZeng, Shangheng,$eauthor. =700 1\$aZhang, Hongjuan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220388.html =LDR 03617nab a2200445 i 4500 =001 JTE20220389 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220389$2doi =037 \\$aJTE20220389$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTC180 =082 04$a627.042$223 =100 1\$aYang, Gui,$eauthor. =245 10$aEffect of Particle Shape on Dynamic Characteristics of Artificial Rockfill /$cGui Yang, Jiexin Wu, Zhuanzhuan Chen, Yanmei Zhang, Jin Zhu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe particle shape of rockfill materials varies greatly, and their dynamic characteristics under cyclic loading are important parameters in dynamic response analysis and construction design. In this study, three types of artificial rockfills with different particle shapes (cylinder, cube, and prism) were prepared by the cement slurry casting method. Cyclic triaxial tests were conducted to investigate the effects of confining pressure, loading frequency, and consolidation stress ratio on the dynamic behavior and particle breakage characteristics of artificial rockfill (AR). It was found that the prepared AR can approximately simulate the shear modulus and damping ratio of natural rockfill. The shear modulus decreased with the increase of particle shape coefficient regularity. The maximum shear modulus and the particle shape coefficient regularity can be approximately fitted by a power function. Particle shape does not affect the relationship between the normalized shear modulus and normalized shear strain, whereas it has an impact on the damping ratio of AR. The larger the confining pressure and the larger the particle shape coefficient, the more significant the particle breakage is. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aHydraulic structures$xDesign and construction. =650 \0$aRockfills. =700 1\$aChen, Zhuanzhuan,$eauthor. =700 1\$aWu, Jiexin,$eauthor. =700 1\$aZhang, Yanmei,$eauthor. =700 1\$aZhu, Jin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220389.html =LDR 03617nab a2200445 i 4500 =001 JTE20220391 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220391$2doi =037 \\$aJTE20220391$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTT680 =082 04$a677.661$223 =100 1\$aMahalakshmi, V.,$eauthor. =245 10$aStudy on Moisture Management Properties of Cotton/Polyester Knitted Fabrics /$cV. Mahalakshmi, K. M. Pachiayappan, S. M. Udaya Krithika, C. Prakash. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aComfortability of a fabric is achieved by improving the moisture management behavior of the knitwear. In our study, the moisture management behavior of polyester and cotton fibers blended in 100:0, 50:50, and 0:100 ratios in four different structures such as single jersey, cross tuck, cross miss, and twill at two different loop lengths, 0.29 and 0.32 cm, were studied. Objective fabric tests were conducted to analyze the thermal properties of various knitwear. The results clearly proved that the knit fabric made of 100 % polyester has better moisture management behavior and a considerable level of comfort. Therefore, polyester can be applied to active sportswear fabrics. The structure of the fabric and the length of the loops in the fabric further affect the moisture management behavior. The cross-stitch 100 % polyester knit fabric with a loop length of 0.32 has excellent moisture management behavior, which provides excellent moisture management property compared with all other samples. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aKnitting machines. =650 \0$aKnitting. =700 1\$aPachiayappan, K. M.,$eauthor. =700 1\$aPrakash, C.,$eauthor. =700 1\$aUdaya Krithika, S. M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220391.html =LDR 03617nab a2200445 i 4500 =001 JTE20220394 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220394$2doi =037 \\$aJTE20220394$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aUG1242.D7 =082 04$a623.7469$223 =100 1\$aMeriaux, Edwin,$eauthor. =245 10$aTest Methodologies for Evaluating the Effectiveness of sUAS Communication Links for Operation in Indoor and Subterranean Environments /$cEdwin Meriaux, Jay Weitzen, Naye Yoni, Adam Norton. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article presents a set of nondestructive test methodologies designed to evaluate and compare performance of the communication links used for control and telemetry of small unmanned aircraft systems (sUAS) (drones) that are operating indoors and in subterranean environments. Such a set of standardized test methodologies does not yet exist. Indoor and subterranean operation requires sUAS to operate without global positioning system and often in a spatially constrained non-line-of-sight (NLOS) communication environment. Operating in constrained indoor environments puts additional constraints on the communication links and requires a set of tests to allow evaluation and comparison of different units in typical scenarios that will be encountered. Tests to measure and compare communication link performance and ability to pilot in tunnels and office type buildings with doors, walls, and other obstructions, as well as stairwells are described. The test methods consist of measuring and comparing the NLOS radio range between the sUAS and the ground control station or operator control unit (OCU), observing the sUAS behavior with partial or total communication failure. Near the edge of coverage, correlated packet loss can lead to difficulties in piloting. A methodology for evaluating video latency that is critical for remote piloting by camera only is presented. Finally, a test methodology for characterizing the effects of interference and jamming by waveforms such as Wi-Fi often encountered in buildings is described. These test methodologies described here extend standards developed for ground robots to three dimensions. The test methodologies described in this article are part of a multifaceted project that evaluates many essential elements of drone operation indoors. These include communication, navigation, collision tolerance, mapping, trust, and automation. The test methodologies are designed to be reproduced in user facilities. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aDrone aircraft$xControl systems. =650 \0$aDrone aircraft. =700 1\$aNorton, Adam,$eauthor. =700 1\$aWeitzen, Jay,$eauthor. =700 1\$aYoni, Naye,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220394.html =LDR 03617nab a2200445 i 4500 =001 JTE20220395 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220395$2doi =037 \\$aJTE20220395$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a620.136$223 =100 1\$aDeng, Hailong,$eauthor. =245 10$aFatigue Behaviors of High-Strength Carburized Steel under Different Stress Ratios: Evaluation of Competitive Failure and Prediction of Very Long Life /$cHailong Deng, Mingkai Li, Heming Kang, Yongping Li, Huan Yu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (24 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAs a metal material with superior mechanical properties, high-strength carburized steel is of great value for the production and manufacture of components in various fields. In this work, based on axial loading tests at stress ratios of −1, 0, and 0.3, the fatigue behaviors of high-strength carburized steels from high cycle to very high cycle are systematically investigated. For defect-fine granular area (FGA)-fisheye induced failure exhibiting long fatigue life, it is verified that the transition sizes between small and long cracks can be approximately equivalent to FGA size. Combined with extreme value estimation, a new mathematical model based on Weibull distribution was proposed to describe the competition among different failure modes. The results show that the probability of interior failure will decrease significantly with the increase of the maximum surface defect size under the condition that the maximum stress exceeds about 900 MPa. Additionally, larger surface defects are more beneficial to the occurrence of surface failure. Finally, combined with the stress correction factor proposed for optimizing the data with large dispersion, the fatigue life is predicted based on the crack initiation and propagation behavior, and the prediction results are in good agreement with the experimental results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aConcrete. =650 \0$aFatigue. =700 1\$aKang, Heming,$eauthor. =700 1\$aLi, Mingkai,$eauthor. =700 1\$aLi, Yongping,$eauthor. =700 1\$aYu, Huan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220395.html =LDR 03617nab a2200445 i 4500 =001 JTE20220397 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220397$2doi =037 \\$aJTE20220397$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP1180.S7 =082 04$a547.84$223 =100 1\$aKeles, Mucahid Furkan,$eauthor. =245 10$aMechanical Testing of Three-Dimensional Printed Acrylonitrile Butadiene Styrene under Various Strain Rates /$cMucahid Furkan Keles, Hakan Hafizoglu, Huseyin Emrah Konokman, Eda Karadeniz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aMechanical behavior of acrylonitrile butadiene styrene (ABS) was investigated in this study with experimental and numerical studies. Specimens were fabricated by using a three-dimensional (3D) printer with horizontal and vertical deposition directions. Quasistatic tension tests at strain rates of 0.01/s and 0.1/s and dynamic compression tests at strain rates of 3,500/s, 6,000/s, and 7,500/s were performed at room temperature. Dynamic deformation behavior of test specimen was investigated via 3D Lagrangian method in LS-Dyna software with Johnson-Cook and Piecewise Linear Plasticity material models. Simulations were conducted with an adequate element size determined by a mesh dependency study. Johnson-Cook strength model parameters of ABS were determined and validated by simulation studies. Experimental results showed that increase of strain rate at tension and compression conditions led to increase of strengths for both vertically and horizontally deposited specimens. Under low strain rates, specimens were exposed to strain softening followed by strain hardening. However, under high strain rates, strain softening was observed after maximum stress was achieved. Strain softening behavior observed in dynamic compression tests was attributed to adiabatic heating in the specimen during testing. Furthermore, it has been observed that deposition direction of specimen with regard to applied load direction is significant for the mechanical strength of the material in quasistatic and dynamic tests. Simulation results for dynamic compression tests under high strain rates showed good agreement with test results in terms of final dimensions of test specimens. Results showed that Johnson-Cook material model is more accurate for modelling dynamic behavior of ABS than Piecewise Linear Plasticity model. Additionally, higher error values were observed with increasing strain rates in simulations. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aAcrylonitrile. =650 \0$aButadiene. =650 \0$aGlass-reinforced plastics. =700 1\$aHafizoglu, Hakan,$eauthor. =700 1\$aKaradeniz, Eda,$eauthor. =700 1\$aKonokman, Huseyin Emrah,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220397.html =LDR 03617nab a2200445 i 4500 =001 JTE20220399 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220399$2doi =037 \\$aJTE20220399$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1576 =082 04$a677.21$223 =100 1\$aSivakumar, K.,$eauthor. =245 10$aEffect of Blend Ratio and Fabric Structure on Thermal Comfort Properties of Organic Cotton/Microdenier Polyester Knitted Fabrics /$cK. Sivakumar, D. Saravanan, S. M. Udaya Krithika, C. Prakash. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (9 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aBy enhancing the knitted materials’ thermal comfort behavior, fabric comfort is produced. In this study, the thermal comfort properties of organic cotton and microdenier polyester blended in ratios of 100:0, 50:50, and 0:100 in four different structures (single jersey, cross tuck, cross miss, and twill) and at two different loop lengths (0.32 cm and 0.35 cm) were examined. The thermal comfort characteristics of several knitted fabrics were examined by objective fabric testing. The findings evidently showed that knitted fabrics comprising 100 % microdenier polyester exhibit excellent thermal comfort qualities and feature a commendable level of comfort, making them suitable for active sporting textiles. The fabric’s structure and the size of its loops have a great impact on the fabric’s thermal property. The knitted fabric manufactured from 100 % microdenier polyester with a cross-miss structure on a loop length of 0.35 cm exhibits a superior thermal comfort characteristic in comparison with the other samples. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aProtective clothing$xTesting. =650 \0$aTextile fabrics. =700 1\$aPrakash, C.,$eauthor. =700 1\$aSaravanan, D.,$eauthor. =700 1\$aUdaya Krithika, S. M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220399.html =LDR 03617nab a2200445 i 4500 =001 JTE20220401 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220401$2doi =037 \\$aJTE20220401$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.A7 =082 04$a665.5388$223 =100 1\$aWilliams, Archie Gus,$eauthor. =245 10$aQuantifying the Workability of Cold In-Place Recycling in the Laboratory /$cArchie Gus Williams, Andrew F. Braham, Sadie Casillas. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe Dongre Workability Test (DWT) is a method for determining an asphalt pavement’s relative workability based on stress–strain relationships during compaction in a Superpave gyratory compactor. Although the DWT has seen favorable results with warm-mix and hot-mix asphalt, there has been limited attempts to apply it to cold-mix asphalt (CMA), and those limited attempts did not provide conclusive results. This research re-examined the curves developed during the DWT data collection in order to better quantify the workability of CMA, specifically, cold in-place recycling (CIR). Phase one consisted of defining ten possible metrics from the stress–strain curve and applying them to samples with three different curing conditions. From these preliminary results, the five metrics that showed the greatest differences between curing conditions with small relative coefficients of variation were chosen for continued evaluation. In phase two, these five metrics were applied to three different asphalt emulsions at four different curing conditions (temperature-minutes: 10C-30, 10C-120, 60C-30, and 60C-120). Two metrics based on different areas under the stress–strain curve yielded the most logical and consistent results, with higher values indicating a more workable mixture. Samples cured for 30 minutes at either 10°C or 60°C showed the most noticeable distinction between workability of each asphalt emulsion. Moving forward, it is recommended these metrics be applied to additional asphalt emulsions, reclaimed asphalt pavement sources and gradations, and curing conditions to determine if the DWT method can be modified for application to CIR mixtures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aAsphalt. =650 \0$aBituminous materials. =650 \0$aMicrostructure. =700 1\$aBraham, Andrew F.,$eauthor. =700 1\$aCasillas, Sadie,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220401.html =LDR 03617nab a2200445 i 4500 =001 JTE20220409 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220409$2doi =037 \\$aJTE20220409$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP1180.S7 =082 04$a668.4233$223 =100 1\$aNaqvi, Asad A.,$eauthor. =245 10$aEffects of Graphite Flakes on the Material and Mechanical Properties of Polystyrene Membranes /$cAsad A. Naqvi, Zahoor Awan, Asif Ahmed Shaikh, Mohammad Younas. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe use of polymer composite membranes has been widely increased to improve the mechanical and material properties. In this research, graphite flakes are used as nanofiller in polystyrene (PS) membrane to improve hydrophobicity, moisture blocking capacity, thermal stability, tensile strength, and gas separation ability. The membranes are prepared by a solution casting technique and are characterized by fourier transformation infrared spectroscopy, X-ray diffractometry, scanning electron microscope, thermal gravimetric analysis, water contact angle (WCA), moisture transmission rate (MTR), and mechanical testing. The prepared membranes are also tested to determine the O2 and N2 permeability and O2/N2 selectivity. The quantity of graphite flakes is varied from 0–1.0 wt% of PS. 0.7 wt% graphite-filled PS has shown the best results among all the prepared samples. The WCA of the PS membrane is increased from 97.3 to 114.803°, which shows that graphite flakes are well-suited to increase the hydrophobicity of the PS membrane. The MTR of 0.7 wt% graphite-filled PS shows that the membrane is well-suited for moisture blocking and also showed better thermal stability. Graphite flakes are also found suitable for increasing the tensile strength of the membrane. Also, the highest O2/N2 selectivity is achieved for 0.7 wt% graphite-filled membranes, which makes them suitable for gas separation operation. Furthermore, the potential application of graphite-filled PS membranes is also presented. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aPolystyrene. =650 \0$aThermoplastics. =700 1\$aAwan, Zahoor,$eauthor. =700 1\$aShaikh, Asif Ahmed,$eauthor. =700 1\$aYounas, Mohammad,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220409.html =LDR 03617nab a2200445 i 4500 =001 JTE20220412 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220412$2doi =037 \\$aJTE20220412$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.74 =082 04$a620.1122$223 =100 1\$aEmanet, Sinem,$eauthor. =245 10$aMechanical Properties of Light-Transmitting Concrete and Its Durability Performance under the Effects of Accelerated Aging /$cSinem Emanet, Halet Almila Arda Buyuktaskin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAlthough concrete has been used extensively as a structural material for buildings since ancient times, light-transmitting concrete (LTC), also referred to as translucent concrete, is an innovative and attractive building material for the construction industry to enhance aesthetic and energy-saving properties. This research paper aims to investigate the mechanical properties of LTC with different optical fiber arrangements with three optical fiber ratios, respectively, 1, 1.6, and 2.4 %. The durability performance of LTC under the effects of accelerated aging is also investigated. Polymethyl methacrylate (PMMA) optical fibers with two arrangements were used in the concrete specimens. One of the LTC groups that had a linear optical fiber arrangement was labeled as ARlin. The other LTC group with bundle optical fiber arrangements was labeled as ARbun. The prepared concrete consisted of cement, fine aggregate, water, mineral additive, acrylic polymer, and superplasticizer. The flexural strengths of LTC with PMMA optical fibers placed longitudinally or laterally were determined. The compressive strengths of LTC specimens with different arrangements were compared. Accelerated aging effects under wetting-drying, freezing-thawing, and high temperature were applied to the ARlin group to investigate these effects on the mechanical properties of LTC. The results of the experiments indicate that the optical fiber arrangements affect the flexural strength, compressive strength, and light transmittance of LTC. The light transmittance increases with the optical fiber content. It is also seen that the flexural strengths and light transmittance of LTC specimens decrease significantly after the high-temperature effect. According to the test results, it is also concluded that LTC with 0.5-mm-diameter optical fibers in a linear arrangement can be used as a construction material under external conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aMaterials$xDeterioration. =650 \0$aMaterials$xResearch. =700 1\$aArda Buyuktaskin, Halet Almila,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220412.html =LDR 03617nab a2200445 i 4500 =001 JTE20220413 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220413$2doi =037 \\$aJTE20220413$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a620.136$223 =100 1\$aLu, Zhe,$eauthor. =245 10$aDegradation Mechanism of Ultra High-Performance Concrete under Coupling Erosion of Salt and Frost /$cZhe Lu, Zhen-gang Feng, Dongdong Yao, Yingyong Li, Jun Xu, Xinjun Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWith the use of ultra high-performance concrete (UHPC) in frozen areas, UHPC structures suffer from severe erosion under the interaction of salt ions and frost, resulting in significant performance degradation of UHPC structures. However, the performance degradation mechanism of different compositions and structures of UHPC under the coupling erosion of salt and frost is still unclear at present. In order to study the degraded behavior and mechanism of UHPC under the coupling erosion of salt and frost, various UHPCs were prepared and exposed to freeze–thaw (F-T) cycles and salt–freeze–thaw (S-F-T) cycles. The mass and compressive strength of the UHPCs before and after the F-T and S-F-T tests were compared to evaluate the performance degradation of UHPCs. The SPSS software correlation method, scanning electron microscope, and mercury intrusion porosimetry tests were used to analyze the mechanism of the coupling erosion of salt and frost on the UHPCs. Results indicate that UHPC with a lower water–binder ratio (WBR) and higher superplasticizer content exhibits better resistance to the coupling erosion of salt and frost. The resistance of UHPC to the coupling erosion of salt and frost will decline with the rise of WBR, and the WBR is the most significant factor affecting the coupling erosion of salt and frost for UHPC. The coupling of salt and frost decreases the compressive strength and leads to cracking of UHPC, which can be ascribed to the larger average pore size and higher cumulative pore volume caused by the salt ions. The hygroscopicity of salt ions increases the moisture in pores, and salt crystallization generates pressure in the pores, further aggravating the damage of UHPC. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aBuilding. =650 \0$aConcrete. =650 \0$aHigh strength concrete. =700 1\$aFeng, Zhen-gang,$eauthor. =700 1\$aLi, Xinjun,$eauthor. =700 1\$aLi, Yingyong,$eauthor. =700 1\$aXu, Jun,$eauthor. =700 1\$aYao, Dongdong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220413.html =LDR 03617nab a2200445 i 4500 =001 JTE20220415 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220415$2doi =037 \\$aJTE20220415$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aZ7144.S7 =082 04$a547.34$223 =100 1\$aBicakci, S.,$eauthor. =245 10$aDiscontinuity Detection System in Marble: Analysis of the Time-Frequency Characteristics of Ultrasonic P-waves /$cS. Bicakci, H. Citak, H. Gunes, M. Coramik, Y. Aydın, Y. Ege. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis study attempted to determine both the presence and the appearance of the surface of a crack artificially created in a marble block without axial loading or compression by FFT analysis of ultrasonic longitudinal sound waves by scanning the surface. In such respect, the study differs from other studies in the literature. The aim of the study was to minimize marble waste by determining the most appropriate slab cut direction based on the orientation of the fracture or discontinuity within the marble block. During location-controlled scanning of the marble surface, mean longitudinal wave velocity, Young modulus, Poisson ratio and longitudinal wave velocity variation data were obtained using a V-Meter Mark IV™ ultrasonic test device. For each location, longitudinal ultrasonic velocity data was taken at 250 kHz sampling rate and 256 data points were created. Data from the computer environment were subsequently reorganized using the MATLAB software and FFT conversions for such velocity data were obtained for each location. Then, the peaks of the FFT transformation components were determined by using the “Findpeaks” function in MATLAB‘s signal processing toolbox. The number of peaks in the 50-60 kHz range was determined for each location. A single difference was determined between the peak numbers at the locations within the cracked and uncracked regions. By examining the FFT graphs, it was determined that such additional peak occurring in the cracked regions appeared as a second frequency component near the dominant frequency values. Points with secondary frequency were recorded as 1, while all other points were recorded as 0 in a new matrix. Such data matrices created for each sample were examined by visualization in the form of surface graphics. Using these graphics, the orientations of discontinuities within the marble block may be determined according to the scanning surface. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aInfrared spectra. =650 \0$aNondestructive testing. =700 1\$aAydın, Y.,$eauthor. =700 1\$aCitak, H.,$eauthor. =700 1\$aCoramik, M.,$eauthor. =700 1\$aEge, Y.,$eauthor. =700 1\$aGunes, H.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220415.html =LDR 03617nab a2200445 i 4500 =001 JTE20220420 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220420$2doi =037 \\$aJTE20220420$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP884.A3 =082 04$a620.136$223 =100 1\$aYang, LuFeng,$eauthor. =245 10$aImproved Rapid Chloride Migration Test for Chloride Diffusion Coefficient of Concrete Based on the Image Processing Technique /$cLuFeng Yang, Fengbo Long, Junwu Chen, Zheng Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe point average method (PAM) is commonly used in rapid chloride migration (RCM) tests to measure the average depth of chloride migration in concrete specimen. In this article, a spatial average method (SAM) was presented to improve the accuracy and stability of results tested on the basis of an image processing technique. There are 74 groups of concrete specimens prepared with different mix proportions and tested by the RCM technique with varying voltage applied. The area of the chloride migration region on the longitudinal section of the concrete specimens was captured by the image processing technique firstly, and then both the average depth of chloride migration and the diffusion coefficient of concrete were accordingly determined. Furthermore, the spacing of measuring points and the range and amplitude of the edge effect in the RCM test were determined by detailed analysis of the test data, thereby improving results from the PAM and the SAM. It was demonstrated that the edge effect should be taken into consideration in the RCM test for determining the chloride diffusion coefficient of concrete, and the spacing of measuring points for the PAM in current codes and guidance is so large that they should be modified. The general validity, satisfying stability, and high accuracy of the proposed SAM were evidentially proved by comparing it with the test data of the PAM. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aChloride diffusion coefficient. =650 \0$aEdge effect. =650 \0$aPoint average method. =650 \0$aRapid chloride migration. =650 \0$aSpatial average method. =700 1\$aChen, Junwu,$eauthor. =700 1\$aChen, Zheng,$eauthor. =700 1\$aLong, Fengbo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220420.html =LDR 03617nab a2200445 i 4500 =001 JTE20220422 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220422$2doi =037 \\$aJTE20220422$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.7 =082 04$a620.44$223 =100 1\$aAnand Kumar, S.,$eauthor. =245 10$aSurface Texture and Microstructural Characterization of Thin-Walled Ti6Al4V Part Processed Using Laser Powder Bed Fusion Technique: Effect of Build Direction /$cS. Anand Kumar, Ajay Kushwaha, Abhishek Shrivastava, B. K. Nagesha, Sanjay Barad. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aObjective: The current research investigates the surface texture and microstructural characterization of thin-walled Ti6Al4V along the build direction processed using laser powder bed fusion (LPBF) technology using an intra-comparison approach. Methodology: The two-dimensional and three-dimensional surface morphology and multi-scale surface roughness analysis of all Ti6Al4V samples were performed using an opto-digital microscope (with extended focus imaging coupled with high dynamic range imaging). Moreover, the scanning electron microscope, microhardness tester, and X-ray diffraction techniques were used to analyze the microstructural and microhardness values. Findings: (1) The lath thickness was relatively thicker in the LPBF-processed Ti6Al4V sample’s microstructure at central locations than in the top and bottom locations. (2) The areal surface roughness (Sa), Rk, and Sk values were relatively lower for the middle region than for the bottom and top regions of the thin-walled part, implying nonuniform surface topography along the build direction. (3) The middle region had a higher surface texture and texture amplitude symmetry periodicity than the top and bottom regions along the build direction. Value: Overall, the established methodology employed on the thin-walled Ti6Al4V part processed using LPBF technology enables the selection criteria of a suitable surface finishing process to achieve isotropic finish for practical industrial applications. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aMaterials science. =650 \0$aSurfaces (Technology) =650 \0$aThin films. =700 1\$aBarad, Sanjay,$eauthor. =700 1\$aKushwaha, Ajay,$eauthor. =700 1\$aNagesha, B. K.,$eauthor. =700 1\$aShrivastava, Abhishek,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220422.html =LDR 03617nab a2200445 i 4500 =001 JTE20220423 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220423$2doi =037 \\$aJTE20220423$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN490.A5 =082 04$a628.55$223 =100 1\$aXiao, Junwei,$eauthor. =245 12$aA Novel Application of Red Mud in Improving Aging Resistance of Asphalt /$cJunwei Xiao, Xiaowei Liu, Henglong Zhang, Yufeng Bi, Jizhe Zhang, Run Xu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aRed mud, a kind of residue after extracting alumina from bauxite, can be a potential anti-aging agent because of its special structure for absorbing light components and retarding oxygen penetration of asphalt. Therefore, the study aims at investigating the feasibility of red mud as modifier of asphalt and most importantly, to improve aging resistance. Modified asphalt was prepared from different contents of red mud (0 %, 1 %, 3 %, and 5 % by weight of asphalt). Conventional asphalt tests and accelerated thermal and ultraviolet aging of asphalt were conducted. The aging of asphalt mixture preparation and asphalt pavement in service is analogous to oven aging and a self-designed ultraviolet aging in the laboratory. The change of chemical components of asphalt after aging was analyzed. The results show that the physical adsorption of red mud and asphalt affects the performance of asphalt. Compared with matrix asphalt, red mud-modified asphalt shows excellent high-temperature deformation resistance and elasticity properties. Moreover, the aging index of red mud-modified asphalts is smaller, and red mud inhibits the formation of carbonyl and sulfoxide during asphalt aging. The slight changes of asphalt performance after aging indicates that it has good aging resistance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aAluminum industry and trade$xWaste disposal. =650 \0$aBauxite$xAnalysis. =700 1\$aBi, Yufeng,$eauthor. =700 1\$aLiu, Xiaowei,$eauthor. =700 1\$aXu, Run,$eauthor. =700 1\$aZhang, Henglong,$eauthor. =700 1\$aZhang, Jizhe,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220423.html =LDR 03617nab a2200445 i 4500 =001 JTE20220434 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220434$2doi =037 \\$aJTE20220434$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA660.J64 =082 04$a621.88$223 =100 1\$aVarshith Shankar, Emani,$eauthor. =245 10$aInvestigation of Microstructure and Mechanical Properties of Friction Stir Extruded Joints of Dissimilar Materials /$cEmani Varshith Shankar, G. B. Veeresh Kumar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe welding of steel and aluminum is difficult to join because of their differences in solid solubility, melting points, and formation of intermetallic compounds (IMCs), which may weaken the welded joints. Friction stir welding (FSW) has more feasibility for joining aluminum and mild steel (MS), but IMCs may form, affecting the joint properties. Friction stir extrusion (FSE) is a new derivative technique of FSW that reduces the tool wear and eliminates the formation of IMCs by forming mechanical interlocking joints at the interface. This present study applies the FSE process to join two dissimilar metals: Al6082 alloy and AISI 1020 MS. The FSE process is optimized by adjusting axial force, tool rotation rate, and traverse rate parameters. The mechanism of groove filling was observed and compared (at optimum parameters) with two different profile tools: one is a plain tapered tool and another is a tapered threaded tool; both were made of high-speed steel. The aluminum-MS joints were subjected to shear strength by conducting tension-shear tests using a dynamic servo-controlled fatigue testing machine, as per ASTM E466, Standard Practice for Conducting Force Controlled Constant Amplitude Axial Fatigue Tests of Metallic Materials. The hardness at the joint is evaluated by conducting Rockwell hardness tests, as per ASTM E18, Standard Test Methods for Rockwell Hardness of Metallic Materials. The microstructural characterization is done using optical electron microscope (OEM) and scanning electron microscope (SEM). The obtained results concluded that 30 mm/min is the optimum traverse rate for complete filling of the groove at 14.7-kN axial force and a tool rotation rate of 1,000 rpm. Furthermore, the discussions were made using hardness tests, OEM, SEM, and energy-dispersive spectroscopy analysis. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aContinuum mechanics. =650 \0$aEngineering. =700 1\$aVeeresh Kumar, G. B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220434.html =LDR 03617nab a2200445 i 4500 =001 JTE20220435 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220435$2doi =037 \\$aJTE20220435$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP248.65.P62 =082 04$a572$223 =100 1\$aAslan, Mustafa,$eauthor. =245 10$aPhysio-mechanical Characterization and Thermal Property Evaluation of Polylactic Acid/Waste Hazelnut Shell Flour Composite with Inorganic Additives /$cMustafa Aslan, Kalusuraman Gananiar, Kenan Büyükkaya, Ashkan Ezzatkhah, Ümit Alver, Thirumalai Kumaran Sundaresan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aNatural fillers have been used as reinforcing material for many years in the research field of biobased polymers. It is widely known for being low cost, eco-friendly, and easily available. The biobased polymer composites have strong future prospects in the application for transportation and packaging industries. In this study, the biobased composite is fabricated at 40 % hazelnut shell flour (HSF) content with 2.5, 7.5, and 10 % of inorganics-based additives like mica, glass ball, talc by extrusion, and press molding method. The mechanical and thermal properties and water absorption of those composites are investigated. The result reveals that inorganic powder-filled composites shows clearly higher impact energy than pure polylactic acid (PLA). However, there was a general decrease in tensile and flexural properties with the addition of mica and glass ball powders, and an increase in properties between 10 % and 30 % was determined with the addition of talc powder (7.5 % and 10 %). The highest flexural strength of the 7.5 % talc-filled PLA/HSF composites is obtained as 51 MPa and the highest tensile strength of 22 MPa was observed for both 7.5 % and 10 % talc. The scanning electron microscopic image reveals the uniformly distributed organic and inorganic fillers and microstructural deformation of the fractured composite surfaces. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aBiodegradable plastics. =650 \0$aBiopolymers$xIndustrial applications. =700 1\$aAlver, Ümit,$eauthor. =700 1\$aBüyükkaya, Kenan,$eauthor. =700 1\$aEzzatkhah, Ashkan,$eauthor. =700 1\$aGananiar, Kalusuraman,$eauthor. =700 1\$aSundaresan, Thirumalai Kumaran,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220435.html =LDR 03617nab a2200445 i 4500 =001 JTE20220442 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220442$2doi =037 \\$aJTE20220442$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTJ211 =082 04$a629.8933$223 =100 1\$aRogers, Jeremy,$eauthor. =245 10$aPiezoresistive Composites in Tension and Compression Using a Cantilevered Beam for Spot Testing and Tactile Sensing /$cJeremy Rogers, Robert Kovenburg, Charisma James, Burak Aksak. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPiezoresistive soft composite materials exhibit a change in resistance when undergoing deformation. This combined with their optical, thermal, and mechanical properties makes these composites good candidates for force sensors. Tactile force sensors have long been studied for applications in healthcare, robot–human interactions, and displacement monitoring. The main goal in this work is to characterize a soft piezoresistive layer in both tension and compression to enable a model system for a piezoresistive tactile force sensor and a characterization platform. However, the mechanisms by which these composites exhibit piezoresistivity are complex and must be characterized before use not only in bulk but at the exact locations where contact is expected. In this paper, a cantilevered beam is proposed as a base-mounted force-sensing mechanism. This mechanism allows for characterization of the composites at multiple locations across the sample using a two-probe technique. Multiwalled carbon nanotubes (MWCNTs) are mixed by weight with a soft polyurethane in 15, 16, and 17 wt. % concentrations. Because the elastic modulus of the piezoresistive layer is not known, indentation tests using Hertz theory and numerical calculations are used to simulate the effective elastic modulus and average strain. These results are then compared with the experimental stress results. In general, these tests show a greater sensitivity in tension than in compression. However, the difference lessens as the concentration increases. A linear fit is applied to the ΔR/R versus strain graphs to calculate the gauge factors. Each sensor exhibits a positive and negative gauge factor over two different ranges. ΔR/R versus strain graphs for tension and compression show gauge factors between −19 and 24 with the range decreasing with increasing MWCNT percentage. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aArtificial intelligence. =650 \0$aEngineering. =650 \0$aTactile sensors. =700 1\$aAksak, Burak,$eauthor. =700 1\$aJames, Charisma,$eauthor. =700 1\$aKovenburg, Robert,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220442.html =LDR 03617nab a2200445 i 4500 =001 JTE20220445 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220445$2doi =037 \\$aJTE20220445$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA404.6 =082 04$a671.73$223 =100 1\$aAnnamalai, Dhilip,$eauthor. =245 10$aOptimization of Ultrasonic-Assisted TIG (UA-TIG) Welding Process Parameters for AA7075 Alloy Joints Using RSM-GA Approach /$cDhilip Annamalai, Jayakrishnan Nampoothiri, Pratheesh Kumar Manikandan Rajam, Harish Krishna Radhakrishnan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe current study investigates the optimized process parameters for low hot cracking susceptibility and the enhanced microhardness of ultrasonic-assisted tungsten inert gas (UA-TIG) welded AA7075 joints. The optimization trials were made using response surface methodology (RSM) and RSM coupled with genetic algorithm (RSM-GA) approaches. Welding process parameters, such as welding current, gas flow rate, presence and absence of ultrasonic vibration (UT), and filler metal were varied to study the hot crack sensitivity and microhardness of the AA7075 welded joints. RSM was used to develop the empirical relationships with a higher coefficient of determination (R2 = .9892 for hot cracking sensitivity and R2 = .9919 for microhardness). Welding current (120 A), gas flow rate (13 L/min) with UT and filler material with hot cracking sensitivity (0 %), and microhardness (117.76 HV) are the optimized process parameters. The experimental results and predicted RSM model at optimal conditions were compared to the predicted RSM-GA model for minimal hot cracking sensitivity and maximum microhardness. A good agreement between the experimental results and the predicted RSM model confirms the soundness of the developed RSM-GA model. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aHeat$xTransmission. =650 \0$aLaser welding. =700 1\$aManikandan Rajam, Pratheesh Kumar,$eauthor. =700 1\$aNampoothiri, Jayakrishnan,$eauthor. =700 1\$aRadhakrishnan, Harish Krishna,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220445.html =LDR 03617nab a2200445 i 4500 =001 JTE20220456 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220456$2doi =037 \\$aJTE20220456$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.B5 =082 04$a620.196$223 =100 1\$aAbraham, Sarah Mariam,$eauthor. =245 10$aAging Resistance of Bitumen Modifiers: A Comprehensive Review /$cSarah Mariam Abraham, Muskan Verma, Vijay Kakade. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (28 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe deterioration of physical and mechanical properties of bituminous materials that are attributable to the aging of bitumen is one of the major causes of reduction in service life of flexible pavements. Thermal-oxidation and photo-oxidation aging are the two major types of aging of bitumen. Heat and oxygen cause thermal-oxidative aging, whereas ultraviolet irradiation and oxygen causes ultraviolet photo-oxidative aging of bitumen. Aging of binder leads to significant changes in the chemical composition of bitumen resulting in reduction of cracking resistance of bituminous mixes because of hardening of bitumen. So, it is quintessential to reduce the rate of hardening of bitumen induced by aging for prevention of premature failure of flexible pavements. The type of bitumen used for production of bituminous mixes have a significant effect on aging resistance of bitumen. The bitumen can be modified by using different types of modifiers such as antioxidants, bio-oils, nanomaterials, polymers, rubber, and ultraviolet absorbers. In addition to this, the modifiers such as fillers, warm mix additives, and rejuvenators also affect the aging resistance of bitumen. However, the effectiveness of these modifiers in preventing the hardening of bitumen because of aging varies with type of aging. The modifiers that exhibit improvement in thermal-oxidative aging resistance of bitumen are found to be less effective in improvement in photo-oxidative aging resistance and vice-versa. So, it is imperative to understand the effectiveness of different types of bitumen modifiers for the prevention of thermal-oxidative and photo-oxidative aging of bitumen. This review documents the resistance of different types of modifiers to thermal-oxidative and photo-oxidative aging. Finally, the scope for future work based on the critical gaps identified from existing works is also provided to assist further research. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aBitumen. =650 \0$aBituminous materials. =650 \0$aPolymers. =700 1\$aKakade, Vijay,$eauthor. =700 1\$aVerma, Muskan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220456.html =LDR 03617nab a2200445 i 4500 =001 JTE20220463 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220463$2doi =037 \\$aJTE20220463$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.85$223 =100 1\$aAnochie-Boateng, Joseph K.,$eauthor. =245 12$aA Case Investigation into Causes of Premature Rutting Failures in Rehabilitated Asphalt Pavements in Tanzania /$cJoseph K. Anochie-Boateng, John T. Malisa. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTanzania has faced high incidences of premature rutting failures on their asphalt pavements. Some pavements experienced failures within one to two years after construction/rehabilitation. The objective of this investigation was to identify the factors that contributed to the observed failures on five rehabilitated road sections on a national highway in Tanzania. Pavement temperature data collection, traffic surveys, visual inspection, rut depth measurements, and falling weight deflectometer tests constituted the main activities of the field investigation reported in this paper. The laboratory study included a visual assessment of cores extracted from the studied road sections to determine both physical and engineering properties, including density, stiffness, strength, aggregate shape properties, grading, and physiochemical tests on the recovered binders. The results of the study indicated that the degree and extent of rutting on the investigated road sections was rated as severe., i.e., rutting ranged from 38–138 mm on the five sections when compared to the acceptable threshold value of 15 mm for high volume roads in Tanzania. The elastic deflection results indicated that the underlying layers of the pavement system were generally in a sound condition, which validated the suggestion that the rutting observed was mostly confined to the asphalt concrete layers. Factors such as relatively high axle loads, poor asphalt mixes, and possibly inadequate quality control during construction and rehabilitation were suspected to contribute to the rutting on the sections. Practical measures recommended to the roads agency to avert future occurrences are provided in this paper. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aPavements, Asphalt$xCracking. =650 \0$aPavements, Asphalt. =650 \0$aPavements, Bituminous. =700 1\$aMalisa, John T.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220463.html =LDR 03617nab a2200445 i 4500 =001 JTE20220466 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220466$2doi =037 \\$aJTE20220466$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE278 =082 04$a620.13$223 =100 1\$aSharath, B. P.,$eauthor. =245 10$aInfluence of Integration of Iron Ore Tailings on the Physio-mechanical and Microstructure Properties of Fly Ash–Based Coarse Aggregates /$cB. P. Sharath, P. Nikunj, B. B. Das. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (30 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe goal of this experimental study is to produce fly ash (FA)-based coarse aggregates by adding iron ore tailings (IOT) to the FA-based precursor as an additional mix component. The involvement of different types of binders—influential factors of both pelletization and geopolymerization that govern the production of FA-based coarse aggregates—was experimentally designed by adopting Taguchi’s experimental design. An evaluation was conducted utilizing response indexes at three curing periods to study the accumulation of all the influencing factors in the production process as well as on the engineering features of IOT admixed FA-based coarse aggregates. Aggregate impact and crushing values, individual pellet strength (IPS), and specific gravity and water absorption values were measured. According to experimental findings, IOT addition considerably affects the engineering characteristics of FA-based coarse aggregates. The heat resistance of the produced aggregates was found to be improved by the presence of different sodium oxide dosages and blending ratios (IOT:FA) based on analysis through scanning electron microscopy and thermogravimetric differential thermal analysis. The role of IOT in associative formation of calcium silicate hydrate is demonstrated by increasing calcium hydroxide, which supports increasing IPS values of produced aggregates. From the 1st to the 200th day of curing age, Fourier-transform infrared spectroscopy studies between the best- and worst-performing mixes showed two things: first, the emergence of new peaks with time, and second, the observation of major bands shifting to lower and higher wavenumbers, which was found to be directly correlated to the performance of the aggregates. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aAggregates (Building materials) =650 \0$aConcrete$xCracking. =650 \0$aPavements. =700 1\$aDas, B. B.,$eauthor. =700 1\$aNikunj, P.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220466.html =LDR 03617nab a2200445 i 4500 =001 JTE20220469 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220469$2doi =037 \\$aJTE20220469$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA440 =082 04$a620.136$223 =100 1\$aAttiogbe, Emmanuel K.,$eauthor. =245 10$aPredicting the Magnitude of Microsphere Parameters Obtained from Microscopical Examination of Hardened Concrete /$cEmmanuel K. Attiogbe. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aGeometric probability concepts are used to establish a quantitative basis for predicting the magnitude of microscopically determined parameters of polymeric microsphere systems in hardened concretes relative to the actual magnitude of the parameters. Both a hypothetical discrete size distribution and a representative continuous size distribution of the microspheres are considered in the analysis. It is predicted that for a random section through the concrete, the magnitudes of the measured microsphere volume fraction and specific surface relative to the respective actual values would depend on the proportion of the total number of microspheres counted on the section. The lower the proportion of microspheres counted, the lower the ratios of measured-to-actual volume fraction and measured-to-actual specific surface would be. For the test data presented, the proportion of microspheres counted was calculated to have an average value of 0.75. Ratios of predicted-to-actual volume fraction and predicted-to-actual specific surface are compared with the respective measured ratios and found to be quite accurate. When there is a significant spread in the microsphere size distribution and relatively few microspheres are missed during a microscopical examination of a single section of concrete, the measured volume fraction would be higher and the measured specific surface would be lower, relative to the respective actual values. This is because a random section through the concrete has a greater chance of intersecting large microspheres than small ones, with large microspheres having a relatively higher contribution to volume and a relatively lower contribution to specific surface than small microspheres. These findings are relevant for air-entrained concrete as well when measurements obtained by microscopical examination of hardened concrete are compared with air content measured by the pressure method or with air content and specific surface measured by an air void analyzer. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aConcrete$xTesting. =650 \0$aConcrete. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220469.html =LDR 03617nab a2200445 i 4500 =001 JTE20220477 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220477$2doi =037 \\$aJTE20220477$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQR201.E82 =082 04$a614.57$223 =100 1\$aChen, Lunqian,$eauthor. =245 10$aJade Powder: Characterization, Cytocompatibility, and Bactericidal Effect /$cLunqian Chen, Chong Han, Bangyao Du, Gaohong He, Xiujuan Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTo date, there has been little attention focused on jade powder, the leftover of the jade polishing process, although jade has been long considered precious and valuable. Herein, jade powder was characterized, followed by an investigation on its biocompatibility and bactericidal effects. Characterization conducted by scanning electron microscopy, energy-dispersive X-ray spectroscopy, X-ray photoelectron spectroscopy, X-ray diffraction, and Fourier-transform infrared spectroscopy showed that the main component of jade powder is tremolite, which is in good crystallization with no typical peaks of possible impurities observed. Tremolite’s main elements are oxygen, calcium, magnesium, and silicon, all of which exist in the form of oxides. Water contact angle, trace element content, and in vitro cytotoxicity analyses demonstrated that jade powder is of hydrophilicity and good cytocompatibility and contains only parts-per-million-level heavy metals. Meanwhile, antibacterial evaluation proved that the jade powder had excellent antimicrobial effects against both gram positive and negative microbes such as Escherichia coli and Staphylococcus aureus. This study suggested that jade powder is a promising material that could be used in the fields of biological and medical applications. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aEscherichia coli infections. =650 \0$aEscherichia coli. =700 1\$aDu, Bangyao,$eauthor. =700 1\$aHan, Chong,$eauthor. =700 1\$aHe, Gaohong,$eauthor. =700 1\$aZhang, Xiujuan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220477.html =LDR 03617nab a2200445 i 4500 =001 JTE20220478 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220478$2doi =037 \\$aJTE20220478$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTR267.733.M85 =082 04$a771$223 =100 1\$aHuang, Wenke,$eauthor. =245 10$aAssessing the Ability to Combine Hyperspectral Imaging with TESCAN Integrated Mineral Analyzer to Quickly Classify Pavement Aggregate Minerals /$cWenke Huang, Weilin Deng, Bei Hu, Chongqiu Huang, Xingbin Zeng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAsphalt-aggregate interfacial adhesion performance plays an important role in the durability and stability of asphalt mixtures. The determination of the adhesion between the surface minerals of aggregate and the asphalt binder, to quickly and quantitatively evaluate the interface performance between the aggregate and the asphalt binder, has attracted extensive attention. In this article, hyperspectral imaging technology combined with a TESCAN integrated mineral analyzer (TIMA) was proposed to determine the surface mineral compositions of pavement aggregate, and the mineral classification quality and performance of the proposed method were assessed. The test results showed that the endmember spectra of the different minerals could be established based on the TIMA results. The mapping results obtained by the US Geological Survey library were far inferior to those obtained using the proposed method, and the mineral distribution texture of the granite and diabase obtained by the proposed method were in good agreement with those of digital images. The proportion of unclassified minerals of granite was only 3–8 % of the total content, which is an acceptable range for engineering applications, and the three main minerals in diabase could also be effectively identified. The proposed method can be a quick and accurate way to obtain the types and contents of minerals on an aggregate surface from the mineral hyperspectral spectra of aggregates from the same mine or area. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aMultispectral imaging. =700 1\$aDeng, Weilin,$eauthor. =700 1\$aHu, Bei,$eauthor. =700 1\$aHuang, Chongqiu,$eauthor. =700 1\$aZeng, Xingbin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220478.html =LDR 03617nab a2200445 i 4500 =001 JTE20220481 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220481$2doi =037 \\$aJTE20220481$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA434 =082 04$a624.1833$223 =100 1\$aHuang, Chang-Fu,$eauthor. =245 10$aResearch on Strata Reinforcement and Resource Utilization Technology of Shield-Discarded Soil Based on New Cementitious Materials /$cChang-Fu Huang, Shao-Hua Li, Yang Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAiming at the problems of environmental pollution and land occupation caused by solid waste and according to the concept of transforming waste into treasure and green development, a new type of cementitious material suitable for consolidation of overflow tailings and soft soil was developed that has the advantages of being nontoxic and harmless and having fast hydration and consolidation speeds, high consolidation strength, and good stability. Based on the engineering application of new cementitious material (NCM) in the reinforcement of coastal soft soil strata and core drilling test results, it was found that high strength and low cost could be achieved when the NCM was used in the processes of a triaxial mixing pile. Under the optimal situation on site, the compressive strength and cost of the mixing pile with NCM are 1.5 times higher and 62.5 % lower than those of using ordinary portland cement (OPC), respectively. Furthermore, in terms of other reinforcement technologies, such as the metro jet system (MJS) and deep cement mixing method (DCM), the applicability and economy are significant, which is better than that of OPC. Equipment for simultaneous grout preparation was developed and optimized. The industrialization test of synchronous grouting with shield-discarded soil as aggregate was carried out, which realized the dual goals of economy and environmental protection by turning waste into treasure. The performance of synchronous grout prepared on a construction site is much higher than the technical indicators of the specification requirements. The monitoring results for the horizontal and vertical attitude of the segments meet the technical requirements. The control effect of the new synchronous grouting material on ground surface deformation and resistance to water leakage is obviously better than that of the conventional cement-based grout material. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aCement. =650 \0$aConcrete. =700 1\$aLi, Shao-Hua,$eauthor. =700 1\$aLiu, Yang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220481.html =LDR 03617nab a2200445 i 4500 =001 JTE20220487 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220487$2doi =037 \\$aJTE20220487$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1540 =082 04$a677.02832$223 =100 1\$aKarunakaran, Geyandraprasath,$eauthor. =245 10$aExtraction of Micro, Nanocrystalline Cellulose and Textile Fibers from Coffee Waste /$cGeyandraprasath Karunakaran, Aravin Prince Periyasamy, Ali Tehrani. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aBecause of the environmental footprint of oil-based materials, the demand for bio-based renewable materials is hiked. The usage of agricultural waste to extract cellulose, minimized the dependent of hydrocarbon products which is an added value besides due to overpopulation the productivity is increased, which leads to an increase in agricultural waste that causes environmental pollution. In this work, various cellulosic materials, such as cellulosic textile fibers (CTF), microcrystalline cellulosic fibers, and nanocrystalline cellulosic fibers, were extracted from coffee waste to make them into valuable products. The morphological analysis of extracted cellulose is performed by scanning electron microscopy, and the Fourier transform infrared spectroscopy was performed to investigate the structure of extracted cellulose, which indicates the crystalline cellulosic components from the extraction process; X-ray diffractometer analysis shows the extracted cellulose was cellulose I and cellulose II. The cellulose that is extracted by ultrasonication with dimethyl sulfoxide has 88 % of cellulose with a crystallinity index of 74.5 %, and the thermal properties of raw coffee husk and extracted cellulose were compared by thermogravimetric analysis. Additionally, the dye uptake of the CTF shows its potential as a bio-adsorbent in the dye removal domain. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aTextile fibers. =700 1\$aPeriyasamy, Aravin Prince,$eauthor. =700 1\$aTehrani, Ali,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220487.html =LDR 03617nab a2200445 i 4500 =001 JTE20220490 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220490$2doi =037 \\$aJTE20220490$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS195.8 =082 04$a658.564$223 =100 1\$aMolnár, Bence,$eauthor. =245 10$aComparison of Field and Standard Random Vibration for Small-Sized and Stacked Shipments during Parcel Delivery /$cBence Molnár, Zsófia Németh, László Koltai, Péter Böröcz. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn recent years, the volume of parcel shipments has increased significantly because of the rise in popularity of online shopping. This article focuses on the last mile segment of the parcel shipment, especially on the vibration behavior of the packages and van platform during transportation and the laboratory simulation of transportation vibration circumstances. The goal of this study is to measure in the field the vibration levels of small, stacked parcels and compare the results with measured vibration levels from the same measuring setup in the laboratory using ASTM D7386-16, Standard Practice for Performance Testing of Packages for Single Parcel Delivery Systems, vibration test method. For the measurements, three-layers of stacked small boxes with data recorder were set up into a delivery van to observe the vibration levels for the boxes inside and on the platform of the van, along different road conditions. The power spectral density spectra and overall Grms values of vibration intensity were presented and compared in four sections of frequency range between 1–200 Hz. The results indicate that the proposed vibration simulation does not correlate well with typical field vibration levels of the van platform and stacked packages. Based on the results, the packaging testing process can be developed as a more realistic preshipment testing process to avoid under-testing or over-testing of small parcels, thereby eliminating unnecessary packaging costs or damages. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aPackaging$xTesting$xStandard. =700 1\$aBöröcz, Péter,$eauthor. =700 1\$aKoltai, László,$eauthor. =700 1\$aNémeth, Zsófia,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220490.html =LDR 03617nab a2200445 i 4500 =001 JTE20220491 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220491$2doi =037 \\$aJTE20220491$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQP519.9.S58 =082 04$a572.36$223 =100 1\$aYu, Yinshan,$eauthor. =245 10$aAnalysis of Difenoconazole Content in Lake Water-Quality Testing /$cYinshan Yu, Hongyun Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (7 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis paper presents a method for detecting the concentration of difenoconazole in lake water-quality detection based on spectrophotometry. Prediction models were established by using various parameters to detect the concentration of difenoconazole. The results showed that the concentration of difenoconazole had a good linear correlation with total nitrogen and ammonia nitrogen. To verify the accuracy of the measurement method, the total nitrogen and ammonia nitrogen of different concentrations of liquids were tested, and the concentration of difenoconazole predicted by the model equation was obtained and compared with the actual value. The results show that the prediction correlation coefficient of the equation is close to 1, and the standard error of prediction is small, which meets the actual test requirements. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aBiochemistry$xTechnique. =650 \0$aFluorimetry. =650 \0$aSpectrophotometry. =700 1\$aZhang, Hongyun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220491.html =LDR 03617nab a2200445 i 4500 =001 JTE20220509 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220509$2doi =037 \\$aJTE20220509$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA417.4 =082 04$a620.11274$223 =100 1\$aSu, Sichao,$eauthor. =245 10$aStudy on the Effect of Ultrasonic Wave on the Segregation of Large Size 2A14 Aluminum Alloy Ingot /$cSichao Su, Ruiqing Li, Hongbo Yang, Jian Shu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn the casting process of 2A14 aluminum alloy with a diameter of 830 mm, the ingots obtained under the condition of ultrasonic treatment and without ultrasonic treatment were compared and evaluated. For the ingot without ultrasonic treatment, the maximum local concentrations of copper and silicon on the cross section were 5.41 % and 1.22 %, respectively. For the ingot with ultrasonic treatment, the maximum concentrations of copper and silicon were 5.1 % and 1.12 %, respectively, and the reduction of copper and silicon in the center of the ingot was 5.7 % and 8.2 %, respectively. The macro-segregation was improved as a whole. Scanning electron microscopy observation showed that the eutectic structure areas without ultrasonic treatment were 42.3 %, 37.8 %, and 32.4 %, respectively, at 25 mm, 175 mm, and 325 mm from the center of the ingot. For the ingot with ultrasonic treatment, the eutectic structure areas at the corresponding positions were 34.8 %, 32.6 %, and 28.8 %, respectively, which were reduced by 17.7 %, 13.7 %, and 11.1 %, respectively. On the cross section, the average tensile strength, average yield strength, and average elongation of the ingot with ultrasonic treatment were increased by 5.6 %, 6.7 %, and 1.5 %, respectively, compared with the ingot without ultrasonic treatment, which improved the performance of the ingot on the cross section as a whole. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aPhysics. =650 \0$aUltrasonic testing. =650 \0$aUltrasonic waves. =700 1\$aLi, Ruiqing,$eauthor. =700 1\$aShu, Jian,$eauthor. =700 1\$aYang, Hongbo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220509.html =LDR 03617nab a2200445 i 4500 =001 JTE20220513 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220513$2doi =037 \\$aJTE20220513$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA683.5 =082 04$a624.18342$223 =100 1\$aDharmar, Brindha,$eauthor. =245 10$aLoad-Deflection Response of Steel-Basalt Hybrid Fiber–Reinforced Copper Slag Concrete Beams /$cBrindha Dharmar, Vinotha Jenifer John. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn the proposed research, the load-deflection response of hybrid fiber (steel and basalt fibers) reinforced copper slag concrete was investigated based on the studied mechanical properties of hybrid-fiber concrete such as compression, tension, flexure, fracture, and microstructure. Based on various experimental results, the optimum volume fraction of steel and basalt fibers was identified and fused together in hybrid form to study its behavior under static loading conditions. The objective of the study was to observe the influence of hybrid fibers as the primary reinforcement in concrete beams. The results were promising, indicating higher energy absorption ability. The developed combination of hybrid-fiber concrete was investigated for various parameters such as first-cracking behavior, load-deflection pattern, energy absorption capacity, ductility characteristics, stiffness of beams, and failure mode of beams subjected to load-deflection behavior. Significant results were obtained by replacing steel rebars as the primary reinforcement with regard to post-peak response and ductility. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aConcrete beams$xDesign. =650 \0$aFinite element method. =650 \0$aReinforced concrete construction. =700 1\$aJohn, Vinotha Jenifer,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220513.html =LDR 03617nab a2200445 i 4500 =001 JTE20220515 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220515$2doi =037 \\$aJTE20220515$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.34 =082 04$a620.1$223 =100 1\$aSchuurmans, Johan,$eauthor. =245 10$aInfluence of Striker Design on the Absorbed Energy of Low-Energy Reference Specimens Used for the Indirect Verification of Charpy Impact Testers /$cJohan Schuurmans. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAttempts to optimize the design of instrumented strikers for accurate dynamic force measurement were successful for a Toni MFL 300J Charpy impact tester (C-type hammer). However, the instrumented strikers for a Tinius Olsen IT406 machine (U-type hammer) failed to meet the indirect verification requirements at the low-energy level specified in ASTM E23-18, Standard Test Method for Notched Bar Impact Testing of Metallic Materials. To investigate whether the design of the striker contributes to the absorbed energy of low-energy reference specimens, the Charpy impact test was simulated for different striker designs by using finite element analysis. This exercise confirmed a contribution to the absorbed energy, attributed to the elastic energy stored in the striker at the point of brittle fracture (striker energy). The striker energy is proportional to the striker compliance, which is much larger for strikers for U-type machines than for C-type machines. Consequently, the absorbed energy of low-energy reference materials tested on C-hammer machines will be lower than when tested on U-hammer machines. The possibility of correcting the absorbed energy by subtracting the striker energy was investigated. For this purpose, historical records of instrumented tests on low-energy reference materials performed on pendulum impact testers with different strikers were analyzed. Correcting the absorbed energy shifts the striker bias. With no correction, more than half of the indirect verifications at the low-energy level failed, whereas nearly all passed after correction. Although a bias remained for individual strikers, the averaged corrected bias of all strikers was close to zero, indicating that the proposed method of correcting the absorbed energy of low-energy reference materials for the striker energy can potentially cancel out the striker influence, thereby yielding a striker/machine-independent value for low-energy reference materials. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aForging. =650 \0$aNotched bar testing$xEquipment and supplies. =650 \0$aPlate. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220515.html =LDR 03617nab a2200445 i 4500 =001 JTE20220519 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220519$2doi =037 \\$aJTE20220519$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA404.6 =082 04$a620$223 =100 1\$aMaddaiah, K. Chinna,$eauthor. =245 10$aMechanical Characterization of AA357 Metal Matrix Composite with Reinforcement of Si 3 N 4 /$cK. Chinna Maddaiah, G. B. Veeresh Kumar. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe engineering sector researchers are always searching for new materials for their challenging applications. The aluminum alloy (AA) 357 plays a critical role in applications like automotive and aerospace because of its exceptional characteristics such as toughness, fatigue resistance, and more importantly strength-to-weight ratio, but it suffers from poor wear resistance. However, the research community is looking for enhancement in wear resistance at various loads. This research deals with AA357-Si3N4 nanocomposites fabricated through the induction stir casting method and evaluation of properties in comparison with AA357 matrix. The Si3N4 nanoparticulates were selected as reinforcement and added 0.5 to 3.0 wt.% in the steps of 0.5 wt.%. The influence of Si3N4 nano reinforcement content on hardness, strength, and wear resistance of AA357-Si3N4 nanocomposites investigative work was conducted as per ASTM standards. The studies of microstructures of AA357-Si3N4 nanocomposites were performed using an optical microscope to analyze grain structure and a scanning electron microscope (SEM) to examine particle distribution. The density, hardness, and ultimate tensile strength (UTS), in addition to morphological studies of fractured surfaces and energy dispersive spectroscopy for nanocomposites elemental study. As per ASTM G99, Standard Test Method for Wear Testing with a Pin-on-Disk Apparatus, standards, pin-on-disc equipment was used to examine tribological properties of AA357-Si3N4 nanocomposites and SEM pictures of worn nanocomposites surfaces analyzed extensively. By going through the experimental outcomes, it is realized that with increase in nano reinforcement in matrix AA357, the properties such as density, resistance to indentation/hardness, and UTS increased at the expense of percentage elongation. The pin-on-disc tribometer experimental results indicate that the fabricated AA357-Si3N4 nanocomposites have higher wear resistance. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aMathematical models. =650 \0$aMetallic composites. =700 1\$aVeeresh Kumar, G. B.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220519.html =LDR 03617nab a2200445 i 4500 =001 JTE20220522 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220522$2doi =037 \\$aJTE20220522$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA7 =082 04$a631.43$223 =100 1\$aJiang, Chunyong,$eauthor. =245 14$aThe Undrained Shear Behavior of Clean Coral Silt and Coral Silt-Sand Mixtures /$cChunyong Jiang, Xuanming Ding, Huaqiang Fang, Qiang Ou, Lei Niu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCoral silt foundation is deposited from marine land reclamation. Different soil types, including coral sand, silt, and clay with different particle diameters, are distributed in different areas through sorting and deposition. As a new type of fine-grained coral silt, the coral silt is made up of more than 50 % of particles with a grain diameter of less than 0.075 mm. This part of the fine-grained coral silt interlayer will affect the bearing capacity and cause uneven settlement of the coral silt foundation. To obtain the shear characteristics of coral silt, a series of consolidation undrained triaxial experiments were conducted on clean coral silt and coral silt-sand mixtures. The results show that the undrained behavior of coral silt displayed a strain-softening behavior. For clean coral silt, undrained peak strength and critical state shear strength were significantly dependent on the dry density. The undrained peak shear strength and critical state shear strength increase as the dry density increases. For coral silt-sand mixtures, as the coral sand content increased up to a threshold value (about 20 %), the undrained peak shear strength and critical state shear strength decreased. However, with a further increase in coral sand content, the undrained peak shear intensity and steady-state intensity began to increase. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aClay. =650 \0$aSoil mechanics. =650 \0$aSoils$xTesting. =700 1\$aDing, Xuanming,$eauthor. =700 1\$aFang, Huaqiang,$eauthor. =700 1\$aNiu, Lei,$eauthor. =700 1\$aOu, Qiang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220522.html =LDR 03617nab a2200445 i 4500 =001 JTE20220524 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220524$2doi =037 \\$aJTE20220524$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP245.C4 =082 04$a661.03$223 =100 1\$aWang, Xiaowei,$eauthor. =245 12$aA Critical Plane-Based Multiaxial High-Cycle Fatigue Criterion Considering Mean Stress and Phase Shift Effects for Hard Metals /$cXiaowei Wang, Jun Hou, Qin Shen, Fangjie Li, Min Liu, Yujuan Sun, Bing Teng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (23 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aBased on the critical plane method, a high-cycle fatigue criterion considering the effects of the phase shift and mean stress on multiaxial fatigue strength is proposed for hard metals. When the materials obey the von Mises criterion and are subjected to proportional loading without the mean stress, the proposed criterion can be reduced to the von Mises criterion. The experimental data conducted under combined bending and torsion loading from some studies were employed to validate the applicability of the proposed criterion. The results demonstrate that the proposed criterion has good agreement with the experimental data under loading conditions with both the mean stress and phase shift effects. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aCritical plane approach. =650 \0$aHard metals. =650 \0$aMean stress effect. =650 \0$aMultiaxial high-cycle fatigue. =650 \0$aPhase shift effect. =700 1\$aHou, Jun,$eauthor. =700 1\$aLi, Fangjie,$eauthor. =700 1\$aLiu, Min,$eauthor. =700 1\$aShen, Qin,$eauthor. =700 1\$aSun, Yujuan,$eauthor. =700 1\$aTeng, Bing,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220524.html =LDR 03617nab a2200445 i 4500 =001 JTE20220529 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220529$2doi =037 \\$aJTE20220529$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH223 =082 04$a623$223 =100 1\$aZang, Bo,$eauthor. =245 14$aThe Size Distribution Measurement and Shape Quality Evaluation Method of Manufactured Aggregate Material Based on Deep Learning /$cBo Zang, Xiong Peng, Xingu Zhong, Chao Zhao, Kun Zhou. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aManufactured aggregate is a substitute for natural aggregate particles that is formed by mechanically crushing parent rock. Its particle shape has a great impact on the working performance, mechanical performance, and durability for preparing high-performance concrete. Therefore, a particle shape quality evaluation method combining deep learning and distance transformation topology is proposed. In this method, the YOLO v4 network is used to locate the particle region, and the centroid point is recognized as the feature point of this region; then, the feature points are used for distance transformation topology to approximately divide the particles area. Based on the divided results, the pixel-level segmentation result is obtained using a local threshold algorithm. The 2–8-mm limestone manufactured aggregate in a 2 million ton (1,000 kg)/year manufactured aggregate production line is carried out to demonstrate the effectiveness of the proposed method, achieving above 90 % precision in the real manufactured aggregate quality evaluation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aAggregates (Building materials) =650 \0$aPolymer-impregnated concrete. =650 \0$aResin concrete. =700 1\$aPeng, Xiong,$eauthor. =700 1\$aZhao, Chao,$eauthor. =700 1\$aZhong, Xingu,$eauthor. =700 1\$aZhou, Kun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220529.html =LDR 03617nab a2200445 i 4500 =001 JTE20220530 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220530$2doi =037 \\$aJTE20220530$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRD686 =082 04$a617.9$223 =100 1\$aMcDermott, Eric,$eauthor. =245 13$aAn Electrochemical Approach to Accelerate Mechanically Assisted Crevice Corrosion Damage on Modular Implant Interfaces /$cEric McDermott, Shiril Sivan, Matthew Di Prima. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCorrosion within the crevice of modular tapers is one of the major mechanisms that leads to orthopedic device failures. However, the currently used fretting corrosion test methods involve extended test durations and are often burdensome. This study evaluates the feasibility of adding micromotion to crevices while being simultaneously subjected to cyclic polarization in order to accelerate corrosion damage. The addition of micromotion was intended to induce crevice and fretting corrosion between metals in a washer-rod combination geometry. Three commonly used orthopedic metals (316L stainless steel, SS316L; grade 5 titanium, Ti6Al4V; and cobalt-chromium-molybdenum per ASTM F1537-20, Standard Specification for Wrought Cobalt-28Chromium-6Molybdenum Alloys for Surgical Implants [UNS R31537, UNS R31538, and UNS R31539], CoCrMo) were used to form crevices in this study to evaluate the test method. A cyclic polarization control group in which no micromotion was present was used to determine the effect of the cyclic polarization alone. In addition, a fretting control group in which no cyclic polarization was conducted was used to assess the effect of micromotion without cyclic polarization. The results of this study showed that fretting corrosion damage can be achieved on Ti6Al4V and SS316L washer crevices when subjected to micromotion alone. The test method did not induce more corrosion on Ti6Al4V samples when crevices were tested with cyclic polarization alone. Furthermore, the results found that cyclic polarization in combination with micromotion did not achieve the same fretting corrosion damage on the CoCrMo samples as observed in explants. Still, electrochemical test methods have potential for accelerating corrosion damage within crevices when combined with existing fretting corrosion testing and therefore could potentially reduce test durations for fretting corrosion susceptibility evaluations for medical devices having modular taper connections. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aBiomedical materials$xStandards. =650 \0$aFretting corrosion. =700 1\$aDi Prima, Matthew,$eauthor. =700 1\$aSivan, Shiril,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220530.html =LDR 03617nab a2200445 i 4500 =001 JTE20220533 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220533$2doi =037 \\$aJTE20220533$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE266 =082 04$a625.85$223 =100 1\$aSasidharan, Deepa,$eauthor. =245 10$aCharacterization of Recycled Asphalt Pavement Materials for Use in Hot-Mix Asphalt Mixes /$cDeepa Sasidharan, Anusha Toshikhani, Bharath Gottumukkala, Jyoti Yadav. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe use of recycled asphalt pavements (RAPs) has been a common practice in recent times owing to the sustainability aspect as well as the cost savings. Characterization of RAP is a challenging task because of the high variability in RAP, which can be associated with several factors such as the source, milling method, and processing techniques. RAP material characterization requires a sophisticated material testing facility and is time-intensive. A round-robin test organized by the International Union of Laboratories and Experts in Construction Materials, Systems, and Structures (RILEM) Technical Committee 237-SIB has resulted in a new characterization protocol that is primarily intended for new construction, rehabilitation, and maintenance requirements of pavements utilizing RAP. The current study has adopted the RILEM recommendations to categorize RAP from various sources using basic tests: gradation and cohesion. RAPs obtained from seven sources, including artificially aged RAP, were investigated in the current study, and the tests were carried out on 100 % RAP. The allowable proportion of RAP that could be used for the hot-mix asphalt mix design was computed for all seven RAP sources using the blending charts. Furthermore, significant correlations were obtained between the allowable RAP content and the cohesion indices. The observations from this study suggest that basic tests, such as cohesion tests, can reduce the need for complicated test procedures to some extent and can be very advantageous for extensive field projects using RAP. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aPavements, Asphalt. =650 \0$aRoad drainage. =700 1\$aGottumukkala, Bharath,$eauthor. =700 1\$aToshikhani, Anusha,$eauthor. =700 1\$aYadav, Jyoti,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220533.html =LDR 03617nab a2200445 i 4500 =001 JTE20220535 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220535$2doi =037 \\$aJTE20220535$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA479.C5 =082 04$a620.17$223 =100 1\$aZhan, Xianqiang,$eauthor. =245 10$aInvestigation of the Abnormally Large Grains of a Super304H Heat-Resistant Steel Tube over Long-Term, High-Temperature Service /$cXianqiang Zhan, Yue Wu, Run Liu, Junjian Liu, Wanli Wang, Yan Wang, Wenming Tang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAbnormally large grains (ALGs) were detected in the outer walls of Super304H superheater steel tubes of an ultra-supercritical unit in long-term service. In this study, the microstructure and mechanical properties of steel tube samples were investigated to reveal the formation mechanism of the ALGs. The results showed that the room-temperature and high-temperature strength and plasticity of the coarse-grain zone were much lower than those of the fine-grain zone. Inhomogeneous residual strain distribution in the outer wall led to high distortion energy differences in the as-supplied steel tube. The low-distortion austenite grains annex the neighboring high-distortion grains via the strain-induced grain boundary migration mechanism. Moreover, the two-dimensional step mechanism of the faceted grain boundaries also causes the ALGs to form. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aAlloys. =650 \0$aChrome steel. =650 \0$aHeat resistant alloys. =700 1\$aLiu, Junjian,$eauthor. =700 1\$aLiu, Run,$eauthor. =700 1\$aTang, Wenming,$eauthor. =700 1\$aWang, Wanli,$eauthor. =700 1\$aWang, Yan,$eauthor. =700 1\$aWu, Yue,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220535.html =LDR 03617nab a2200445 i 4500 =001 JTE20220546 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220546$2doi =037 \\$aJTE20220546$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA480.A6 =082 04$a620.1$223 =100 1\$aZhang, X. Y.,$eauthor. =245 10$aPost-impact Fatigue Performance of 2198-T8 Aluminum-Lithium Alloy Sheet with Pre-crack /$cX. Y. Zhang, Z. F. Cui, X. C. Pan, Z. Chen, T. J. Dong, Y. J. Chen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe fatigue test with the digital image correlation system is applied to 2198-T8 aluminum-lithium alloy sheets with preset cracks and impact dents. The influence of different inserts and impact energies on residual fatigue life and failure behavior is analyzed. The results show that the shape of inserts is the main factor of the residual fatigue life at the same impact energy following the order: U-shaped > hemispherical > conical. Moreover the fatigue life decreases with the increase of impact energy. The hemispherical and U-shaped inserts cause local hardening at low impact energy 5 J, resulting in a maximum increase in fatigue life of 12.09 %. In the initial stages of fatigue failure, high strain areas are always around the preset crack where the propagations initiate. There is a multi-axial loading area around the impact dent in the middle stage. Its fatigue crack propagation mode is type I+III, resulting in a deceleration period. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aAluminum alloys. =650 \0$aChemical peel. =700 1\$aChen, Y. J.,$eauthor. =700 1\$aChen, Z.,$eauthor. =700 1\$aCui, Z. F.,$eauthor. =700 1\$aDong, T. J.,$eauthor. =700 1\$aPan, X. C.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220546.html =LDR 03617nab a2200445 i 4500 =001 JTE20220553 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220553$2doi =037 \\$aJTE20220553$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.5 =082 04$a624.1762$223 =100 1\$aDing, Xuanming,$eauthor. =245 10$aIn Situ Experiment on Velocity Response Induced by Vibroflotation in Calcareous Sand Foundation /$cXuanming Ding, Jinqiao Zhao, Qiang Ou, Jian Hu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aVibroflotation is an effective method to improve the bearing capacity and liquefaction resistance of filling calcareous sand foundation. In this paper, an in situ experiment was conducted to study the vibration attenuation in three different directions. Six vibro-compaction positions were carried out in succession with 16 velocity transducers embedded in 3 directions in a plane. The rule of velocity attenuation can be explained by power function, which is consistent with previous studies. It can be found that a significant decrease of the velocity can be observed near the vibration source. However, the velocity can still spread to a long distance. This study compared the geometric and material damping coefficients of the vibration transmission in the calcareous sand. Additionally, vibroflotation can largely raise the dense degree of calcareous sand foundation, as evidenced by the gradually slow tendency of velocity attenuation. The vibrator is under a fixed frequency of 25 Hz, which is reflected by frequency-amplitude graphs. This study extends the investigation of wave propagation in strengthening calcareous sand foundation. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aSand$xTesting. =650 \0$aSoil liquefaction. =700 1\$aHu, Jian,$eauthor. =700 1\$aOu, Qiang,$eauthor. =700 1\$aZhao, Jinqiao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220553.html =LDR 03617nab a2200445 i 4500 =001 JTE20220555 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220555$2doi =037 \\$aJTE20220555$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA483 =082 04$a620.1126$223 =100 1\$aZhu, Zhenyu,$eauthor. =245 10$aNumerical Simulation of Fatigue Behavior of Four Ti 2 AlNb Alloy Structural Parts /$cZhenyu Zhu, Wenfeng Hao, Weiguo Wu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn aerospace engineering, many titanium alloy structures are subjected to fatigue loads and thus fail. Based on the Seeger fatigue life theory and the improved Lemaitre damage evolution theory, the fatigue behavior of four Ti2AlNb alloys is investigated. First, finite element models of four structural parts are established by ABAQUS software. Meanwhile, the fatigue life of four Ti2AlNb alloys is predicted by referring to the damage model parameters determined by previous work. Under the same initial conditions, the average errors of the predicted fatigue lives of the four structural parts are 20.1, 19.8, 20.9, and 19.5 %, respectively. The effects of load amplitude, temperature, and structural characteristics on the fatigue properties of Ti2AlNb alloy structural parts are studied. The stability of the two fatigue life simulation methods is analyzed. By comparing fatigue data of Ti2AlNb structural parts from various literature, the rationality of the simulated data is confirmed. Finally, the application of the Ti2AlNb structural fatigue database to machine learning is illustrated. These results provide a numerical simulation method for evaluating the fatigue life of various Ti2AlNb alloy aviation structural parts. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aAlloys$xThermomechanical properties. =650 \0$aComposite materials$xThermomechanical properties. =650 \0$aComposite materials. =700 1\$aHao, Wenfeng,$eauthor. =700 1\$aWu, Weiguo,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220555.html =LDR 03617nab a2200445 i 4500 =001 JTE20220565 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220565$2doi =037 \\$aJTE20220565$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710 =082 04$a624.151360287$223 =100 1\$aWang, Xiaoliang,$eauthor. =245 10$aInterpretation of Small-Scaled Model Test for Uniform Clay Slope Design /$cXiaoliang Wang, Mi Zhou, Xihong Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSmall-scaled model tests under normal gravity are widely used to examine slope stabilities and failure mechanisms. Nevertheless, in practice, it is impossible to comply to all similarity principles, which could affect the modeled results in the prototype. This paper performs finite element analyses to investigate the behavior of uniform clay slopes as commonly performed in a 1g model test without following similarity principles. The numerical model is validated with previously published data. A parametric study is then carried out with varying slope scales, soil properties, etc. Based on extensive numerical modeling data, four formulas are established to correlate and interpolate the sliding surface and safety factor of a model slope in a 1g test. A framework is proposed to interpret 1g model-scale test results for applications in slope designs. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aSoil mechanics. =650 \0$aSoils$xTesting. =700 1\$aZhang, Xihong,$eauthor. =700 1\$aZhou, Mi,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220565.html =LDR 03617nab a2200445 i 4500 =001 JTE20220566 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220566$2doi =037 \\$aJTE20220566$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH1491 =082 04$a693.4$223 =100 1\$aRaveendran Thulasi Bai, Arjun Siva Rathan,$eauthor. =245 10$aEvaluation of Structural and Functional Performance of Interlocking Concrete Block Pavement and Flexible Pavement /$cArjun Siva Rathan Raveendran Thulasi Bai, Sunitha Velayudhan, Janani Lekshmipathy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn several nations, interlocking concrete block pavement (ICBP) is one of the paving technologies employed. Flexible pavement is a widely used pavement type that is prevalent in most countries. The current work aims to evaluate the structural and functional performance of the existing ICBP and flexible pavement, which are laid continuously for similar traffic conditions and age. The study road is a section of a national highway with heavy and frequent traffic. The structural performance was determined using a Geogauge, light weight deflectometer, and Benkelman beam deflectometer. The functional condition assessment comprised roughness and distress study using smartphone sensors after validation with a Roughometer III and a video processing technique. The skid resistance was evaluated using the British pendulum test. Further, a cost analysis was carried out to compare the construction cost for both pavement types. The test results revealed that both types of pavement displayed distinct performances for several structural and functional aspects. It was also concluded that the construction cost of the ICBP was less than the flexible pavement section. The present study aids in understanding the structural and functional performance level of ICBP over flexible pavement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aConcrete blocks. =650 \0$aConcrete construction. =650 \0$aConcrete masonry. =700 1\$aLekshmipathy, Janani,$eauthor. =700 1\$aVelayudhan, Sunitha,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220566.html =LDR 03617nab a2200445 i 4500 =001 JTE20220568 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220568$2doi =037 \\$aJTE20220568$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE471.2 =082 04$a552.5$223 =100 1\$aKang, Yiqiang,$eauthor. =245 14$aThe Indentation Test of Three Kinds of Sandstone Material Based on DIC and AE Technology /$cYiqiang Kang, Liyun Yang, Jin Li, Chengxiao Li, Xin Deng, Ming Yang, Haonan Zhu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe circular blade has become the dominant edge type for tunnel boring machine disc cutters because of its outstanding wear resistance compared to wedge-shaped blades. To investigate the fracture process and damage pattern of rocks under the indentation of circular punches, indentation experiments were carried out on three sandstones using the digital image correlation (DIC) and acoustic emission (AE) simultaneous test system. A penetration force prediction model considering the radius of the indenter and the penetration depth was established based on contact mechanics. The stress distribution in the rock was determined under a circular indenter. The strain characteristics of the indentation test of three types of sandstone captured by DIC technology verified the model results. The experimental results showed the following: (1) The established mechanical model effectively describes the relationship between the penetration force and depth, and the analytical solution of the model agrees with experimental data. (2) The stress distribution of the rock in the theoretical model is consistent with the rock strain measurements in the experiments. The plastic area increases with penetration depth, but the rate of increase gradually decreases. After reaching the peak point of specimen fracture, the range no longer increases when the loading continues. (3) With penetration depth increase, the range of AE hits and parameters change in stages. After the overall fracturing of the sample, AE hits still occur, but the range does not significantly increase. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aSandstone. =650 \0$aSedimentology. =700 1\$aDeng, Xin,$eauthor. =700 1\$aLi, Chengxiao,$eauthor. =700 1\$aLi, Jin,$eauthor. =700 1\$aYang, Liyun,$eauthor. =700 1\$aYang, Ming,$eauthor. =700 1\$aZhu, Haonan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220568.html =LDR 03617nab a2200445 i 4500 =001 JTE20220569 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220569$2doi =037 \\$aJTE20220569$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aRC78.7.U4 =082 04$a616.07543$223 =100 1\$aYu, Shangzhi,$eauthor. =245 10$aApplication of the Ultrasonic Guided Wave Technique Based on PSO-ELM Algorithm in the Rail Fatigue Crack Assessment /$cShangzhi Yu, Wei Zeng, Shikai Qi, Li Liu, Qing Xu, Liangdan Wu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aRail safety is very important, and fatigue cracking is one of the important factors affecting rail safety. Therefore, it is an urgent need to develop a safe and effective rail fatigue crack detection technology. Ultrasonic guided wave technology plays an important role in rail detection because of its long propagation distance and small attenuation. In order to realize the quantitative detection of rail fatigue crack, an ultrasonic guided wave technology based on particle swarm optimization–extreme learning machine (PSO-ELM) algorithm for evaluating the rail fatigue crack depth is proposed. The finite element method is used to establish the ultrasonic guided wave model in the rail, and the rail fatigue crack at different depths is simulated. The ultrasonic guided wave selected through the time window function of the excitation signal is used for analysis, and then nine features such as the time domain and the frequency domain of the ultrasonic guided wave are extracted. The PSO-ELM algorithm is used to identify the rail fatigue crack with different depths, and an ultrasonic guided wave-based detection system for the rail fatigue crack is built to verify the relevant theoretical results. The results of finite element simulation and the experiment show that ultrasonic guided wave technology based on PSO-ELM algorithm proposed can quantitatively evaluate the rail fatigue crack with different depths, with an accuracy of more than 99.95 %, which provides an effective method for the rail fatigue crack detection. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aMicrowaves. =650 \0$aUltrasonic imaging. =650 \0$aUltrasonic waves. =700 1\$aLiu, Li,$eauthor. =700 1\$aQi, Shikai,$eauthor. =700 1\$aWu, Liangdan,$eauthor. =700 1\$aXu, Qing,$eauthor. =700 1\$aZeng, Wei,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220569.html =LDR 03617nab a2200445 i 4500 =001 JTE20220570 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220570$2doi =037 \\$aJTE20220570$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aWang, Yuanyuan,$eauthor. =245 10$aMeasurement of Pavement 3D Texture Using the Binocular Reconstruction Algorithm Improved by Moving Laser Line Constraint /$cYuanyuan Wang, Xiaofeng Ren, Zhongwen Huang, Yanyan Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aFor such a specific object as asphalt pavement with inconspicuous feature points, the traditional image vision algorithm has limited effect on its texture measurement. In order to realize the high-resolution, high-precision, and convenient detection of three-dimensional (3D) pavement texture while better serving traffic safety, the traditional binocular reconstruction technology was improved in this study threefold. First, the improved binocular reconstruction test system and the measurement accuracy evaluation device were manufactured to realize the reconstruction of the 3D texture and the true point-to-point evaluation of measurement accuracy. Second, the global scanning constraint posed by a moving laser line was introduced to shoot video images, which formed numerous mandatory constraints and improved the matching accuracy. Last, the centroid enhanced subregion segmentation algorithm was proposed to complete stereo matching under global scanning constraint. Results show that the binocular reconstruction algorithm improved by moving a laser line constraint under a centroid enhanced subregion segmentation matching mode can significantly improve the accuracy in the measurement of asphalt pavement 3D texture. Ultimately, the test results can meet the precision requirement of micro-texture. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aAsphalt concrete. =650 \0$aPavements, Asphalt$xRecycling. =700 1\$aHuang, Zhongwen,$eauthor. =700 1\$aLiu, Yanyan,$eauthor. =700 1\$aRen, Xiaofeng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220570.html =LDR 03617nab a2200445 i 4500 =001 JTE20220572 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220572$2doi =037 \\$aJTE20220572$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA409 =082 04$a620.1/126$223 =100 1\$aDong, Wufeng,$eauthor. =245 10$aDetermination of the Existence of Liquid Metal Embrittlement Cracks in Resistance Spot-Welded Advanced High-Strength Steel /$cWufeng Dong, Hua Pan, Ming Lei, Shujuan Wang, Kai Ding, Yulai Gao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe characteristics of liquid metal embrittlement (LME) cracks combined with the location, amount, and length of the resistance spot-welded joint of galvanized advanced high-strength steel were comprehensively investigated in this study. To better illustrate the features of LME cracks, a multilayer grinding and polishing technique was employed to more comprehensively reflect the existence of LME cracks compared with that of a single-layer technique. Based on the crack observation results of the cross section of the center weld, the longest type-I and type-II cracks were approximately 322.2 and 106.7 μm, respectively. On the contrary, the longest type-I and type-II cracks were approximately 1,062.9 and 194.7 μm, respectively, for the multilayer grinding and polishing technique. The existence of liquid zinc for more time and the resultant tensile stress at the center of the weld can trigger crack propagation, eventually resulting in type-I cracks that are longer than type-II cracks. Similarly, severe LME cracks mainly exist in the central position of the welded joint, implying that temperature and stress can have a crucial effect on the formation and propagation of LME cracks. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aCoatings. =650 \0$aCorrosion and anti-corrosives. =650 \0$aEngineering design. =650 \0$aIndustrial safety. =650 \0$aMaterials science. =650 \0$aQuality control. =650 \0$aReliability. =650 \0$aTribology. =700 1\$aDing, Kai,$eauthor. =700 1\$aGao, Yulai,$eauthor. =700 1\$aLei, Ming,$eauthor. =700 1\$aPan, Hua,$eauthor. =700 1\$aWang, Shujuan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220572.html =LDR 03617nab a2200445 i 4500 =001 JTE20220574 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220574$2doi =037 \\$aJTE20220574$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.5 =082 04$a624.15136$223 =100 1\$aEmami Ahari, Hossein,$eauthor. =245 10$aDevelopment of Temperature-Controlled Direct Shear Box /$cHossein Emami Ahari, Beena Ajmera. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAn increase in the temperature of permafrost that is caused by global warming can lead to a significant decrease in shear strength. Seasonal freeze-thaw (F-T) cycles can also adversely affect the shear strength of soils. This can result in damages to infrastructure, negative impacts on the economy, and a decline in the quality of life. Thus, it is crucial to understand the shear strength of permafrost and seasonally frozen-thawed soils. Several studies have utilized various instruments to observe the behavior of soils under such conditions, including a temperature-controlled triaxial system to apply F-T cycles or a traditional direct shear apparatus placed within a temperature-controlled room. Since most commercial geotechnical labs do not have a temperature-controlled room or a temperature-controlled triaxial system, this article presents the design of a new cost-effective direct shear box that was developed to allow temperature-controlled testing in a traditional direct shear device. The modifications to the direct shear box comply with ASTM D3080/3080M, Standard Test Method for Direct Shear Test of Soils under Consolidated Drained Conditions. Like the standard direct shear box, it consists of two halves and a direct shear cap, but each of these components is hollow to allow for the circulation of glycol. The chiller is capable of imposing temperatures within the range of −40°C to +40°C on the sample being tested. It is also possible to freeze and thaw specimens at a desired normal stress while monitoring the associated heave and compression. The freezing mechanism applied to the soil sample affects the distribution of ice within the pore spaces, necessitating that samples be frozen from all sides if a uniform distribution of ice is necessary. Shear strength parameters from the newly designed temperature-controlled direct shear box matched well with those from the traditional shear box. In addition, the feasibility of temperature-controlled direct shear testing was evaluated at different temperatures, strain rates, and normal stresses. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aGeomorphology$xResearch. =650 \0$aShear strength of soils$xTesting. =700 1\$aAjmera, Beena,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220574.html =LDR 03617nab a2200445 i 4500 =001 JTE20220576 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220576$2doi =037 \\$aJTE20220576$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS253 =082 04$a629.232$223 =100 1\$aSu, Hongying,$eauthor. =245 12$aA Fatigue Method in the Tension-Compression Axial Stress Control Test of Automotive Sheet Steel /$cHongying Su, Yifei Gao, Yanpeng Lu, Zhiping Hu, Rendong Liu, Li Lin, Xin Xu, Dong Lv, Xiaofeng Lu, Zheng Cao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aFocused on the common problem of easy buckling of specimens in the tension-compression axial stress control fatigue test of automobile sheet steel, a stress fatigue test method for thickness less than 2.5 mm was proposed. For two kinds of automobile sheet materials with different strength levels and thicknesses, fatigue specimens with different widths of test section, parallel lengths, and fillet radii are designed. Without the anti-buckling device, high-cycle fatigue tests with a stress ratio Rs = −1 at different stress levels were carried out, and the shape and size of the fatigue specimens of automobile sheet materials were determined by the number of fatigue life cycles of specimens with different sizes under the same stress cycle form. The results show that for automobile sheet steel with a thickness of 1.0–2.5 mm, the recommended sizes of the uniform-gauge fatigue specimens are width of test section w = (1–3) t, parallel length Lp = (1–3) w, and fillet radius r = (3–10) t. For automobile sheet steel with a thickness less than 1 mm, because the time-displacement curve jitters during the test, it is recommended to install an anti-buckling device, specifically the anti-buckling device with mortise and tenon structure by self-design and with a flattop structure recommended by ISO 1099-2017, Metallic Materials—Fatigue Testing—Axial Force-Controlled Method. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aMetal stamping. =650 \0$aSheet-steel. =700 1\$aCao, Zheng,$eauthor. =700 1\$aGao, Yifei,$eauthor. =700 1\$aHu, Zhiping,$eauthor. =700 1\$aLin, Li,$eauthor. =700 1\$aLiu, Rendong,$eauthor. =700 1\$aLu, Xiaofeng,$eauthor. =700 1\$aLu, Yanpeng,$eauthor. =700 1\$aLv, Dong,$eauthor. =700 1\$aXu, Xin,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220576.html =LDR 03617nab a2200445 i 4500 =001 JTE20220577 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220577$2doi =037 \\$aJTE20220577$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a620.118$223 =100 1\$aKhechekhouche, Abderrahmane,$eauthor. =245 10$aEnergy, Exergy Investigation of Absorber Multilayered Composites Materials of a Solar Still in Algeria /$cAbderrahmane Khechekhouche, Ali Zine, A. E. Kabeel, Yehia Elmashad, Mohamed Abdelgaied, Abdeldjalil Laouini, Wael M. El-Maghlany. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe supply of drinking water has become a major challenge, despite large but relatively polluted quantities of groundwater, especially in southeastern Algeria. The use of solar energy for water desalination has become the subject of many local and global researchers. To solve this problem, we carried out an experimental study on two solar stills with a single slope. One was provided by a new absorber designed with multilayer composite materials and the other still was taken as a reference or control. The dimensions of the solar still was 0.5 × 0.5 m and the thickness of the layer of water used was 0.01 m. The results obtained show that the quantity of fresh water produced from the modified solar still was 4,312 l/m2 per day, while that of the reference solar still was 4,488 l/m2 per day, showing a difference in productivity of 3 %. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aComposite materials. =650 \0$aNanostructured materials. =700 1\$aAbdelgaied, Mohamed,$eauthor. =700 1\$aEl-Maghlany, Wael M.,$eauthor. =700 1\$aElmashad, Yehia,$eauthor. =700 1\$aKabeel, A. E.,$eauthor. =700 1\$aLaouini, Abdeldjalil,$eauthor. =700 1\$aZine, Ali,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220577.html =LDR 03617nab a2200445 i 4500 =001 JTE20220578 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220578$2doi =037 \\$aJTE20220578$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aUzan, Jacob,$eauthor. =245 12$aA Simplified Protocol for Permanent Deformation Characterization of Asphalt Concrete /$cJacob Uzan, Arieh Sidess. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aPermanent deformation (PD; or rutting) is one of the major distresses in flexible pavements. To predict PD in asphalt concrete, repeated and recovery load tests are usually conducted in the laboratory. The full-blown repeated load permanent deformation (RLPD) is time-consuming, limiting its use in research programs and developing correlations. Therefore, a quicker yet reliable procedure is needed for use in performance prediction programs. This paper presents a simplified and quicker procedure to obtain PD model parameters. It is illustrated using laboratory tests on field specimens. The procedure uses one specimen, compared with three specimens in the full-blown RLPD test, to be tested at two temperatures, the highest and lowest in the RLPD test, under the same conditions as in the RLPD test. The results of any intermediate temperature are obtained from the calibrated model. Two approaches are presented for analyzing the test results: the power equation in the AASHTOWare program, and the construction of a master curve. In the full-blown testing program with three specimens and three temperatures, the master curve approach fitted the results better than the power law. In the simplified procedure, the fitting of the two approaches is almost identical. Results obtained from tests conducted on six mixes show (1) testing one specimen at the highest temperature only and extrapolating the results overpredicts the material behavior at intermediate and low temperatures, and (2) the master curve from the simplified procedure compares very well with the one from the full-blown RLPD program. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aAsphalt concrete. =650 \0$aPavements, Asphalt concrete. =700 1\$aSidess, Arieh,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220578.html =LDR 03617nab a2200445 i 4500 =001 JTE20220580 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220580$2doi =037 \\$aJTE20220580$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTL521.3 =082 04$a620.118$223 =100 1\$aSharmila, S.,$eauthor. =245 10$aInfluence of GFRP Confining Tube Parameters in Double-Skin Tubular Short Columns under Axial Loading /$cS. Sharmila, S. Praveenkumar, D. Nivetha. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (24 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aComposite construction with steel and concrete has become a widespread solution in modern construction practices because of its inherent properties such as high strength-to-weight ratio, good corrosion resistance, and high stiffness. Concrete-filled fiber-reinforced polymer (FRP) steel double-skin tubular compression members as vertical load–carrying members in buildings helps in optimizing the advantages of three materials: steel, concrete, and FRP. This study investigates the axial compressive behavior of short, concrete-filled glass fiber–reinforced polymer (GFRP) steel double-skin tubular (GSDST) columns and concrete-filled GFRP tubular (CFFT) columns. Parameters such as the number of FRP layers, hollow section ratio (HSR), variation of diameter of the inner steel tube, and the angle of orientation of the fibers have been examined in this investigation. The experimental study was carried out by performing a monotonic axial compressive loading condition. Three different angles of fiber orientation, 0° along the hoop direction, 45°, and 0°/90° with respect to the axis of the column, were adopted in this study. The ultimate load-carrying capacity, axial displacement, axial and horizontal strains, and failure modes were observed. The experimental results indicate that the structural performance of GSDST columns is significantly influenced by GFRP tube thickness, inner steel-tube diameter, and fiber-orientation angle. Maximum displacement was observed in the specimens with high HSR, thus showing a ductile characteristic in the axial load-displacement behavior. The load-carrying ability of the specimens decreased as the HSR increased. The load-carrying capacity of the specimens increased with the increase in outer GFRP tube thickness. This study demonstrates that GFRP tubes can be used efficiently in the construction field as vertical load–carrying components by enhancing the axial behavior of FRP steel double-skin tubular columns. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aComposite materials. =650 \0$aFibrous composites. =650 \0$aFinite element method. =700 1\$aNivetha, D.,$eauthor. =700 1\$aPraveenkumar, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220580.html =LDR 03617nab a2200445 i 4500 =001 JTE20220581 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220581$2doi =037 \\$aJTE20220581$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P55 =082 04$a620.1923$223 =100 1\$aChelliah, Suresh Kumar,$eauthor. =245 10$aMechanical, Acoustical, and Morphological Characterization of Impact Damage on the Effect of Temperature in Hybrid Polymer Composites /$cSuresh Kumar Chelliah, Saravanakumar Kannivel, Arumugam Vellayaraj. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis work focuses on the investigation of impact damage resistance of basalt/epoxy, hemp/epoxy, and hybrid/epoxy composites under different temperatures of 30°C, 50°C, and 65°C. Unidirectional basalt and nonwoven hemp fibers were reinforced with LY556 epoxy resin using a hand layup technique. Mechanical, acoustical, and morphological analyses were performed to study the impact damage behaviors of composites. To start with, the specimens were subjected to a drop weight impact test with an impact velocity and incident energy of 1.5 m/s and 2.17 J, respectively. Subsequently, the three-point bending test was conducted on the impacted specimens with acoustic emission (AE) monitoring to evaluate the residual flexural strength and failure modes. The mechanical results showed that the hybrid/epoxy composites impacted at 50°C have better impact damage resistance attributed to low absorbed energy, deformation, residual dent, and higher residual strength. AE results showed that the matrix cracking failure modes were reduced with increasing temperature, whereas other failure modes were increased. Furthermore, the different damage mechanisms were correlated with the scanning electron microscopy images. The results provided evidence that the hybridization of natural fiber composites can be a suitable material for the application of impact loading at elevated temperatures. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aFiber-reinforced plastics. =650 \0$aPolymeric composites. =650 \0$aPolymers. =700 1\$aKannivel, Saravanakumar,$eauthor. =700 1\$aVellayaraj, Arumugam,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220581.html =LDR 03617nab a2200445 i 4500 =001 JTE20220584 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220584$2doi =037 \\$aJTE20220584$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA710.5 =082 04$a624.1513$223 =100 1\$aFang, Xiangwei,$eauthor. =245 10$aDevelopment and Application of Triaxial Apparatus for Soil with High Bearing Pressure by Computed Tomography /$cXiangwei Fang, Fenghui Hu, Zhihua Yao, Zhenghan Chen, Chunni Shen. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn order to study the macro and micro-mechanical properties of a soil sample under high pressure, we improved the traditional triaxial apparatus with high-bearing pressure for soil by combining it with the computed tomography (CT) system. The new apparatus overcomes the existing limits of low bearing pressure in the traditional triaxial apparatus and the small sample size in the micro-CT triaxial apparatus, keeping all the functions of the traditional triaxial apparatus. It can attain dynamic, quantitative, and noninvasive scanning of the internal structure of soil samples during the testing process. Moreover, the pressure chamber is made of high-strength and lightweight aircraft aluminum materials, allowing high X-ray penetration while ensuring that the scanned image is clear under high pressure. Consolidated undrained and drained triaxial tests are conducted by the apparatus on coral sand. The results show that the stress–strain curve is reasonable, the CT image is clear, and the particle breakage in the real-time loading process can be analyzed through image processing in single grading. As a result, the apparatus can be used to study the micro-mechanism of the internal structure of soil aiming at explaining its macro-mechanical behavior. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aAutomatic test equipment. =650 \0$aSoils$xTesting. =700 1\$aChen, Zhenghan,$eauthor. =700 1\$aHu, Fenghui,$eauthor. =700 1\$aShen, Chunni,$eauthor. =700 1\$aYao, Zhihua,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220584.html =LDR 03617nab a2200445 i 4500 =001 JTE20220586 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220586$2doi =037 \\$aJTE20220586$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aChen, Jun,$eauthor. =245 10$aIdentifying Texture and Friction of Asphalt Pavement Surface with Optimized Close-Range Photogrammetry Method /$cJun Chen, Xiaowen Yuan, Quan Liu, Cheng Zhao, Ruoyu Zhou, Jiale Huang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAn adequate pavement texture that provides sufficient brake friction is critical for drive safety. Thus, it is essential to quantify the pavement texture and friction efficiently and accurately. So far, the close-range photogrammetry (CRP) method has been manifested as a promising one. Nonetheless, related measurement parameters have not been well optimized toward its extensive promotion. For this reason, varying measurement parameters of CRP method were thoroughly discussed and optimized in this study. Additionally, the optimized CRP method was further validated using the sand patch test and X-ray computed tomography scan method. Based on this, the estimation of friction coefficients for asphalt concrete (AC-13), stone mastic asphalt (SMA-13), and open graded friction course (OGFC-13) were carried out. The results indicate the following: (1) the optimized CRP method was able to adequately feature the pavement macrotexture; (2) the mean texture depth derived from the CRP method was equivalent to the texture depth measured from sand patch method; in addition, (3) the OGFC asphalt mixture was superior to the SMA and AC asphalt mixtures in terms of the friction coefficients. The optimized CRP method could bring bright prospects for future measurements of pavement texture. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aPavements, Asphalt concrete$xMaterials. =700 1\$aHuang, Jiale,$eauthor. =700 1\$aLiu, Quan,$eauthor. =700 1\$aYuan, Xiaowen,$eauthor. =700 1\$aZhao, Cheng,$eauthor. =700 1\$aZhou, Ruoyu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220586.html =LDR 03617nab a2200445 i 4500 =001 JTE20220589 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220589$2doi =037 \\$aJTE20220589$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE471.2 =082 04$a552.5$223 =100 1\$aMa, Chunde,$eauthor. =245 10$aEffect of Lateral Load on the Mechanical Properties and Failure Modes of Sandstone Brazilian Discs during the Biaxial Splitting Test /$cChunde Ma, Zhi-hai Lv, Zelin Liu, Teng-fei Guo, Xin’ao Wei. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTo study the mechanical properties and failure modes of the Brazilian disc under biaxial splitting loading, different stress ratios (i) (axial stress:lateral stress) i = 1:1, 2:1, 3:1, 4:1, and ∞:1 are experimentally applied in sandstone discs by a hydraulic servo-controlled testing machine equipped with a lateral loading device. Meanwhile, digital image correlation (DIC) and the FLAC3D are used to obtain the strain field and stress field evolution of the specimens. It was found that the presence of lateral pressure limits, the formation of horizontal tensile stress to varying degrees, and the axial peak loads decrease with the stress ratio. The failure modes that the rock discs underwent were shear failure, shear-tension mixed failure, and tensile failure as the stress ratio increased. The DIC results show that the maximum strain field gradually transitioned from the adjacent loading points of the discs to between two loading points in the axial direction with the stress ratio. In addition, the simulation results also demonstrated the transformation of the dominant stress in the stress field from tensile stress to shear stress with increasing lateral pressure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aSandstone. =650 \0$aSedimentology. =700 1\$aGuo, Teng-fei,$eauthor. =700 1\$aLiu, Zelin,$eauthor. =700 1\$aLv, Zhi-hai,$eauthor. =700 1\$aWei, Xin’ao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220589.html =LDR 03617nab a2200445 i 4500 =001 JTE20220594 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220594$2doi =037 \\$aJTE20220594$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK1545 =082 04$a621.31244$223 =100 1\$aAteş, Fatmanur,$eauthor. =245 10$aDetermination of Solar Chimney Inlet Temperature by Regression Methods /$cFatmanur Ateş, Bekir Aksoy, Ramazan Şenol, İbrahim Üçgül, Arif Koyun. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aBecause the greenhouse gases caused by fossil fuels contribute to global warming, the orientation toward renewable energy sources is increasing rapidly. One of these sources is solar chimneys. The region where a solar chimney is installed is important for its efficiency, and if the energy to be produced from the solar chimney can be determined, comments can be made about the region where it will be installed. In determining the energy to be produced from a solar chimney, the chimney inlet temperature must be known. In this study, it is planned to make an application on a solar chimney in Isparta province. First, a prototype solar chimney was installed on the campus of Süleyman Demirel University (SDU) by the SDU Renewable Energy Resources Research and Application Center. A unique data set was created with input data from sensors in the collector area of the solar chimney and output data from a sensor located at the mouth of the chimney. In this study, the flue inlet temperature values were estimated by using 10 different regression methods, one of which was a model specific to this study. In addition, hyperparameter adjustments of the regression models were made with different optimization methods. With Random Forest- Elastic-Lasso.Net (REL.Net) and ElasticNet architecture among the 10 methods, the chimney inlet temperature was obtained with accuracy rate of approximately 99 %. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aSolar energy$xHybrid systems. =650 \0$aSolar energy. =650 \0$aSolar power plants. =700 1\$aAksoy, Bekir,$eauthor. =700 1\$aKoyun, Arif,$eauthor. =700 1\$aŞenol, Ramazan,$eauthor. =700 1\$aÜçgül, İbrahim,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220594.html =LDR 03617nab a2200445 i 4500 =001 JTE20220597 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220597$2doi =037 \\$aJTE20220597$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA443.A7 =082 04$a625.85$223 =100 1\$aLiu, Hongfu,$eauthor. =245 10$aCharacterization of Fatigue Damage Properties of Fine Aggregate Matrix and Hot Mix Asphalt /$cHongfu Liu, Wenwen Ge, Guoxi Liang, Xinyu Yang, Liyin Chen, Dongzhao Jin, Chenfeng Chu, Xiangbin Gong, Huanan Yu, Songtao Lv. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIt is still a challenge to evaluate the fatigue damage property of hot mix asphalt (HMA) with low workload, low cost, and high efficiency. This study aims to better evaluate the fatigue damage properties of asphalt mixtures by testing and characterizing the fatigue damage behavior of fine aggregate matrix (FAM) and HMA. Three varieties of HMA and corresponding FAM were created using neat asphalt, styrene-butadiene-styrene modified asphalt, and high-modulus modified asphalt. The dynamic modulus of the three types of HMA and FAM were tested using the standard performance tester. The materials testing system is used to conduct a direct tensile fatigue test on the three types of HMA and FAM. The fatigue performance of HMA and FAM was investigated using the simplified viscoelastic continuum damage model. The damage characteristic curves of FAM and HMA, as well as the master curve of dynamic modulus and phase angle, were assessed. Additionally, the apparent damage capacity and average pseudo stiffness reduction value (DR) were used to evaluate the fatigue characteristic between FAM and HMA. The findings show that: (1) for FAM and HMA prepared by the same asphalt binder, there is a high degree of shape and change similarity between the master curves of dynamic modulus and phase angle. (2) Based on the Tukey multiple comparison test and two-way analysis of variance, the fatigue performance of HMA and FAM were evaluated by DR and had higher discrimination ability and sensitivity. (3) There is a significant correlation between HMA and the FAM fatigue index DR. The evolution of FAM’s fatigue damage is similar to that of HMA’s. It is feasible to test the dynamic and fatigue performance of the FAM using the experimental methods in this article. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aAsphalt concrete. =650 \0$aPavements, Asphalt concrete$xMaterials. =700 1\$aChen, Liyin,$eauthor. =700 1\$aChu, Chenfeng,$eauthor. =700 1\$aGe, Wenwen,$eauthor. =700 1\$aGong, Xiangbin,$eauthor. =700 1\$aJin, Dongzhao,$eauthor. =700 1\$aLiang, Guoxi,$eauthor. =700 1\$aLv, Songtao,$eauthor. =700 1\$aYang, Xinyu,$eauthor. =700 1\$aYu, Huanan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220597.html =LDR 03617nab a2200445 i 4500 =001 JTE20220601 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220601$2doi =037 \\$aJTE20220601$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.85$223 =100 1\$aLu, Xiaosong,$eauthor. =245 10$aPreparation and Properties of High-Viscosity Asphalt Using WTR, Terpene Resin, and APAO /$cXiaosong Lu, Suining Zheng, Yuanyuan Hu, Rui He, Ningjing Lei. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this research, a novel high-viscosity asphalt (HVA) is developed using renewable modifiers to reduce its environmental impact and cost over traditional polymer modifiers such as styrene-butadiene-styrene and Tafpack super. Waste tire rubber (WTR) was utilized to increase the viscosity and improve the rheological properties of asphalt matrix at a relatively low cost. Amorphous poly alpha olefin (APAO) and terpene resin (TR) were used in the study to promote the effect of WTR and reduce the reaction temperature of the modification process. The rheological properties of asphalt matrix, WTR rubber-modified asphalt (RMA), and HVA were evaluated by dynamic shear rheometer, and the internal microstructure was observed by fluorescence microscopy and Fourier transform infrared spectroscopy to evaluate the compatibility of the prepared asphalts. The reaction temperature was reduced by 20°C–30°C. The optimum dosage of WTR, APAO, and TR was determined as 20 percent asphalt by weight (wt%), 5 wt%, and 3 wt%, respectively. Experimental outcomes indicated that the optimum modifiers appreciably increased the viscosity by 2.5 times (higher than 20,000 Pa·s at 60°C) and increased the ductility and softening point of RMA by approximately 50 % and 10 %, respectively. The HVA exhibited greater resistance to permanent deformation at high temperatures and to cracks at low temperatures. Because of the chemical and physical reaction between the asphalt phase and WTR, the addition of APAO and TR promoted the swelling of rubber powder and improved the uniformity of the system. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aAsphalt emulsion mixtures. =650 \0$aPavements$xPerformance. =650 \0$aRubber. =700 1\$aHe, Rui,$eauthor. =700 1\$aHu, Yuanyuan,$eauthor. =700 1\$aLei, Ningjing,$eauthor. =700 1\$aZheng, Suining,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220601.html =LDR 03617nab a2200445 i 4500 =001 JTE20220603 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220603$2doi =037 \\$aJTE20220603$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8$223 =100 1\$aWu, Cai,$eauthor. =245 10$aModeling of Viscosity and Chemical Structure of Virgin and Aged Asphalt from Different Origins /$cCai Wu, Siyuan Fan, Zhaocheng Wang, Zhaoming Han, Zhijun Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aViscosity is a crucial rheological indicator of the flow behavior of asphalt binder that affects mixing process, pipeline transportation, and pavement compaction quality. Modeling the viscosity and chemical characteristics of asphalt has been a topic of interest. Herein, three asphalt binders of the same pen grade from different origins named Asphalt A, Asphalt B, and Asphalt C that differed significantly in viscosity were used. A solvent extraction separation experiment was applied to get a sufficient amount of virgin asphalt narrow fractions. A pressure aging vessel (PAV) test was conducted to collect aged asphalts with different aging degrees. Rotary viscosity measurements under different temperatures were conducted, and visco-flow activation energy (Ea) was calculated in accordance with the Arrhenius equation. Their chemical properties were analyzed by saturates, aromatics, resins, and asphaltenes fractions analysis, elemental analysis, gel permeation chromatography, Fourier transform infrared spectrometry, and proton nuclear magnetic resonance (1H-NMR). The essential and quantifiable microstructure parameters affecting asphalt viscosity, including weight average molecular weight (Mw), which determines the dispersion interactions between asphalt molecules, carbonyl index (IC=O) and sulfoxide index (IS=O) represented as polar interactions, aromaticity index (fA) represented as pi–pi interactions, branching index, and average chain length (L), which reflect internal friction when asphalt molecules move, were found and multiple linear combination models were established to describe the relationship between Ea and chemical structure. Compared with the single parameter prediction model in the past, multiple linear combination models have a better prediction effect for asphalt with diverse molecular structures (R2 = 0.9692 for virgin asphalt and R2 = 0.9162 for aged asphalts). In addition, the increased amount in Mw, fA, IC=O, and IS=O after PAV aging led to corresponding viscosity increases especially for Asphalt A with high sulfur content. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aAsphalt$xAdditives. =650 \0$aPavements$xPerformance. =650 \0$aPavements, Asphalt$xTesting. =700 1\$aFan, Siyuan,$eauthor. =700 1\$aHan, Zhaoming,$eauthor. =700 1\$aLi, Zhijun,$eauthor. =700 1\$aWang, Zhaocheng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220603.html =LDR 03617nab a2200445 i 4500 =001 JTE20220605 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220605$2doi =037 \\$aJTE20220605$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA357 =082 04$a620.106$223 =100 1\$aErgunes, Burak,$eauthor. =245 10$aNovel Mechanical Design, Simulation, and CFD Analysis of a DNA-Shaped Quadcopter Fabricated through Additive Manufacturing /$cBurak Ergunes, Hasan Gunduz, Osman Ulkir. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (25 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis paper proposes the design, fabrication, and static and computational fluid dynamics (CFD) analysis of a quadcopter with a unique structure. In contrast to traditional unmanned aerial vehicles (UAVs), the arms of the quadcopter are designed in the shape of a deoxyribonucleic acid (DNA) helix. Customization of the quadcopter is merged with additive manufacturing technology; its all-skeletal components are fabricated with acrylonitrile butadiene styrene material utilizing the fused deposition modeling technique. This design technology contributes to additional customization by diversifying the quadcopter’s applicability scenarios. Although the propellers have a significant impact on the movement of the UAV, the rotation of the propeller generates thrust in the axial direction of the quadcopter and is therefore a vital aspect of the quadcopter’s fabrication process. In order to calculate this thrust, CFD analysis is performed on the quadcopter and its propellers. In addition, the finite element method (FEM) is applied to the structural analysis of the DNA-shaped quadcopter’s (DNASQ) skeletal structure and components, and CFD is utilized to examine the impact of the quadcopter’s body during airflow. Based on the results of the structural assessment, it is determined that the structure’s completion would allow the weight of the avionics system to compensate for the impact accurately. According to the aerodynamic analysis, the drag force of the DNASQ is computed as 7.358 N, and the drag coefficient is calculated as 0.6656. After analyzing propeller thrust with the FEM at various rotational speeds, the highest thrust force is determined as 31.806 N at a rotating speed of 8,450 rpm (rev/min). Based on the results, it is clear that the propeller can generate the required thrust to lift the quadcopter and sustain dynamic loading without any failure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aComputational fluid dynamics. =650 \0$aFluid dynamics. =650 \0$aHeat$xTransmission. =700 1\$aGunduz, Hasan,$eauthor. =700 1\$aUlkir, Osman,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220605.html =LDR 03617nab a2200445 i 4500 =001 JTE20220611 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220611$2doi =037 \\$aJTE20220611$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8$223 =100 1\$aGuo, Meng,$eauthor. =245 10$aEvaluation on Feasibility of Carbon Black and Hindered Amine Light Stabilizer as UV-Resistant Additives of Asphalt Binder /$cMeng Guo, Meichen Liang, Xiuli Du. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aUltraviolet (UV) radiation is one of the main causes of asphalt pavement aging. The development of UV-resistant technology is of great significance to improve the durability of asphalt pavement. In order to evaluate the feasibility of carbon black (CB) and hindered amine light stabilizer (HALS) as UV-resistant additives, the modified asphalt binders were prepared by adding CB and HALS. The dispersibility of UV-resistant additives in asphalt binder was evaluated by using a fluorescence microscope. Then, the aging resistance of additives and their effects on virgin asphalt binder were qualitatively evaluated by calculating rheological parameters. The new aging-resistant index and impact index were defined. The results show that the aging-resistant index and impact index can accurately characterize the aging resistance of additives and their effect on virgin asphalt binder. The UV-resistant additives slowed down the aging rate of asphalt binder. A 3 % dosage of CB had a great adverse effect on the properties of virgin asphalt binder. HALS showed good UV resistance and had little effect on virgin asphalt binder. The aging-resistant index of asphalt binder modified by HALS was about 1.63 times that of the asphalt binder modified by CB at the same dosage (1 %). The aging-resistant index of asphalt binder modified by 1 % HALS was only about 1.31 times that of asphalt binder modified by 0.5 % HALS. In addition, the dosage of HALS was changed from 0.5 % to 1 % and the impact indexes changed to more than 2.67 times. It was considered that HALS was more suitable for improving the aging resistance of asphalt binder with an optimal dosage of 0.5 %. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aAsphalt$xAdditives. =650 \0$aPavements$xPerformance. =650 \0$aPavements, Asphalt$xTesting. =700 1\$aDu, Xiuli,$eauthor. =700 1\$aLiang, Meichen,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220611.html =LDR 03617nab a2200445 i 4500 =001 JTE20220617 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220617$2doi =037 \\$aJTE20220617$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P55 =082 04$a668.494$223 =100 1\$aEkşi, Seçil,$eauthor. =245 10$aCutting Parameter Optimization in Milling of Glass Fiber and Carbon Fiber Reinforced Composites to Reduce Cutting Force /$cSeçil Ekşi, Murat Özsoy, Neslihan Özsoy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aComposite materials are often preferred in many engineering applications because of their lightness and high-strength properties. However, in addition to the advantages of composite materials, processing problems exist. The processing of fiber-reinforced composite materials is more complex than other metal materials. The forces that arise during milling cause undesirable results, such as tool wear and energy loss. In this study, the cutting parameter optimization was made by measuring the force during carbon fiber and glass fiber-reinforced epoxy matrix composites milling. Cutting velocity (90, 120, and 150 m/min) and feed per tooth (0.1, 0.15, and 0.2 mm/tooth) were selected as cutting parameters. Experiments were planned according to the Taguchi method with two parameters and three levels. Optimization of the parameters was evaluated using the signal/noise ratio approach. The effectiveness of parameters on results was determined by analysis of variance (ANOVA). Optimum levels were found as 120 m/min for cutting velocity and 0.1 mm/tooth for feed per tooth both glass fiber-reinforced polymer (GFRP) and carbon fiber-reinforced polymer (CFRP) composites. According to the ANOVA results, the contribution rates of the force parameters were 81.05 % for cutting velocity and 15.03 % for feed per tooth in GFRP composites. The contribution rates of the force parameters were 43.69 % for cutting velocity and 46.18 % for feed per tooth in CFRP composites. The surfaces of the milled samples were examined with an optical microscope to investigate the damage. It was observed that the surfaces of CFRP samples had a better surface quality than GFRP samples. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aCarbon fiber-reinforced plastics. =700 1\$aÖzsoy, Murat,$eauthor. =700 1\$aÖzsoy, Neslihan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220617.html =LDR 03617nab a2200445 i 4500 =001 JTE20220618 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220618$2doi =037 \\$aJTE20220618$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA438 =082 04$a620.136$223 =100 1\$aHu, Chao,$eauthor. =245 10$aStudy on the Effect and Mechanism of Different Snowmelt Agents on Asphalt /$cChao Hu, Zhigang Zhou, Yaoyao Luo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis article explores the effects of different types of snow-melting agents on the high-temperature performance, low-temperature performance, rheological properties, and creep properties of asphalt in order to better understand the mechanism of different types of snow-melting agents on asphalt. Chlorine salt snow-melting agent solution, nonchlorine salt snow-melting agent solution, and mixed snow-melting agent solution were prepared, respectively, and the erosion of asphalt was carried out by periodic immersion test method. Then, through the penetration test, ductility test, softening point test, dynamic shear rheological test, and multi-stress recovery creep test, the effects of different types of snow-melting agents on the high-temperature performance, low-temperature performance, rheological properties, and creep properties of asphalt were investigated. Finally, the mechanism of action of different types of snow-melting agents on asphalt was analyzed by scanning electron microscopy, infrared spectroscopy, and differential scanning calorimetry. The results show that the chloride snow-melting agent has the greatest influence on the high-temperature performance, low-temperature performance, rheological properties, and creep properties of asphalt, followed by the mixed snow-melting agent, and the nonchloride snow-melting agent has the least influence on the high-temperature performance, low-temperature performance, rheological properties, and creep properties of asphalt. From the macroscopic experiment, microscopic experiment, and mechanism analysis of this article, it is suggested that nonchlorine salt snow-melting agent should be used in snow removal on snowy road surface. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aCement composites. =650 \0$aConcrete$xFracture. =650 \0$aMechanics. =700 1\$aLuo, Yaoyao,$eauthor. =700 1\$aZhou, Zhigang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220618.html =LDR 03617nab a2200445 i 4500 =001 JTE20220619 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220619$2doi =037 \\$aJTE20220619$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aAS36.T46 =082 04$a669$223 =100 1\$aZhang, K.,$eauthor. =245 10$aPreparations of Lake Sediment Geopolymers Using the Alkaline Activation and Their Mechanical Properties /$cK. Zhang, H. F. Lu, J. L. Yi, X. X. Kong, Z. Y. Li, Q. Z. Zhang, B. Feng. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aLake sediments are chemical precipitates rich in silicon and aluminum and cannot be directly used because of poor mechanical properties. The alkali activation of silicon and aluminum-containing raw materials is a new type of inorganic cementitious strategy for geopolymers that can exhibit an excellent performance and lower carbon emissions with respect to ordinary cement. In this work, we employed the alkali activation to prepare a novel geopolymer from lake sediments in order to solve the problem of lake sediment disposals. To this end, raw materials were obtained using different alkaline activators for unconfined compressive strengths. In particular, the effects of water to solid ratio, dosage of alkaline activator, dosage of silica fume, and fly ash on alkali activation of lake sediments were investigated using the orthogonal experiments. The results showed that plant ash helped solidify the lake sediment but also led to cracks. Sodium silicate was the most appropriate alkaline activator for the lake sediments. Among all the factors, water-solid ratio showed the greatest influence on the strength of the prepared geopolymer, whereas fly ash content had the least influence. The lower the water-cement ratio, the higher the geopolymer strength, whereas the lower the fly ash content, the higher the geopolymer strength. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aConcrete$xAdditives. =650 \0$aMetallurgy. =650 \0$aPolymer-impregnated concrete. =700 1\$aFeng, B.,$eauthor. =700 1\$aKong, X. X.,$eauthor. =700 1\$aLi, Z. Y.,$eauthor. =700 1\$aLu, H. F.,$eauthor. =700 1\$aYi, J. L.,$eauthor. =700 1\$aZhang, Q. Z.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220619.html =LDR 03617nab a2200445 i 4500 =001 JTE20220626 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220626$2doi =037 \\$aJTE20220626$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP1177.5.G5 =082 04$a668.4$223 =100 1\$aFu, Yifeng,$eauthor. =245 10$aMeasurement of Underwater Sound Absorption Coefficient at Variable Hydrostatic Pressures Using an Improved Transfer Function Method /$cYifeng Fu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aWater-filled impedance tubes are widely used to measure the acoustic properties of underwater sound absorption materials. Traditional transfer function has been applied for sound absorption measurement in air. Because this method needs to switch between two microphones during the test, it is not suitable for a water-filled impedance tube, especially at high hydrostatic pressure. The mounting of the hydrophone is also a challenging problem for water-filled impedance at high hydrostatic pressure. In this study, an improved transfer function method is investigated and a new mounting structure is designed for high hydrostatic pressure. Measurements of the sound absorption coefficient of the polydimethylsiloxane material and a water/air interface are used to verify the improved transfer function method, and an underwater sound absorption material is tested under different hydrostatic pressures. Results show that the developed water-filled impedance has a stable and repeatable performance at the working frequency range from 1,500 to 7,000 Hz, and the testing pressure can increase up to 1.5 MPa with suitable reliability. This can significantly improve the measurement efficiency of the underwater acoustic properties of materials and structure at high hydrostatic pressure. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aComposite materials. =650 \0$aGlass-reinforced plastics. =650 \0$aPolyesters. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220626.html =LDR 03617nab a2200445 i 4500 =001 JTE20220633 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220633$2doi =037 \\$aJTE20220633$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH1 =082 04$a624.25$223 =100 1\$aSu, Linping,$eauthor. =245 10$aOptimized Design of Pavement Sensors Based on Dynamic Response Simulation of Asphalt Concrete Beam with Embedded Sensor /$cLinping Su, Ning Zhang, Ming Liang, Chuan Wang, Xue Xin, Chuanyi Ma, Jianjiang Wang, Yuepeng Jiao, Yunfeng Zhang, Zhanyong Yao. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn situ sensors that are used to detect the pavement response play an important role in the health monitoring of asphalt pavement. However, embedded sensors have both the positive benefits of pavement condition monitoring and the negative effects of structural-performance degradation, especially for sensors with improper external shapes or profiles. The stress and strain field variations and sensor interaction with damage should be included in the structural optimization problem. In this article, the effect of sensor embedding on the stress and strain field variations was analyzed through numerical studies on an asphalt concrete specimen under three-point bending configuration. Three-dimensional finite element models of sensors with different shapes (I-shaped sensor and bamboo-shaped sensor) were developed using ABAQUS to compare the dynamic response under cyclic loading. The analysis results indicated that the embedment of a bamboo-shaped sensor caused greater mechanical response and enhanced stress concentration at the position where the sensor was embedded. In particular, the embedment of two types of sensors had little influence on the stress and strain field inside the asphalt concrete beam within the depth range of 0–60 mm, but different degrees of influence were produced within the depth range of 60–100 mm (tension zone). The results of axial stress and strain indicated that the deformation of I-shaped sensor was more uniform and coordinated with that of asphalt concrete. Afterward, the excellent compatibility and deformation coordination between the I-shaped sensor and asphalt concrete was confirmed by three-point bending tests and further applied to real pavement structure to monitor traffic loads. It can be concluded that the material and structural compatibility of I-shaped sensor are superior to that of bamboo-shaped sensor as a pavement sensor, and the dynamic response obtained by the I-shaped sensor is closer to the true value. The study results provided an optimization structure for design reference of embedded sensors for pavement structural health monitoring. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aConcrete bridges$xDesign and construction. =650 \0$aConcrete bridges$xTesting. =650 \0$aConcrete bridges. =700 1\$aJiao, Yuepeng,$eauthor. =700 1\$aLiang, Ming,$eauthor. =700 1\$aMa, Chuanyi,$eauthor. =700 1\$aWang, Chuan,$eauthor. =700 1\$aWang, Jianjiang,$eauthor. =700 1\$aXin, Xue,$eauthor. =700 1\$aYao, Zhanyong,$eauthor. =700 1\$aZhang, Ning,$eauthor. =700 1\$aZhang, Yunfeng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220633.html =LDR 03617nab a2200445 i 4500 =001 JTE20220637 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220637$2doi =037 \\$aJTE20220637$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA445.S5 =082 04$a620.18$223 =100 1\$aWei, Jing,$eauthor. =245 10$aEffects of Steel Slag and Flue Gas Desulfurization Gypsum on the Properties of Metakaolin-Based Geopolymer Grouting Materials /$cJing Wei, Jiesheng Liu, Man Zhang, Bowen Feng, Yaohua Chen, Lei Wang, Zhen Wang, Wanwan Fu, Hao Peng, Haijun Lu, Xiaoming Tan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this paper, the performance of steel slag (SS) and flue gas desulfurization (FGD) gypsum modified metakaolin-based geopolymer (MGP) was studied for the purpose of industrial solid waste reuse, and a new geopolymer grouting material was obtained. The setting time, fluidity, bulk density, and compressive strength of MGP containing different mass contents of solid waste materials were studied through a series of tests. In addition, the microstructure mechanism of MGP was analyzed using scanning electron microscopy and Fourier transformation infrared spectroscope. The results show that the setting time of MGP increases with the increase of SS content, whereas the setting time decreases with the increase of FGD content. The addition of SS or FGD slightly reduces the fluidity of MGP. Adding an appropriate amount of SS to MGP can significantly improve the later compressive strength of the specimen, whereas adding an appropriate amount of FGD can improve the compressive strength of the specimen, especially the early compressive strength. When the SS content was 4 %, the hardened MGP exhibited the best properties in compressive strength and bulk density. The formation of amorphous geopolymer gel products in MGP matrix was promoted by the addition of SS and FGD. These results will be beneficial to the production of new environmentally friendly and low-cost MGP grouting materials, which can improve the comprehensive utilization level of SS and FGD and achieve the purpose of protecting the ecological environment. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aBuilding materials. =650 \0$aSlag. =700 1\$aChen, Yaohua,$eauthor. =700 1\$aFeng, Bowen,$eauthor. =700 1\$aFu, Wanwan,$eauthor. =700 1\$aLiu, Jiesheng,$eauthor. =700 1\$aLu, Haijun,$eauthor. =700 1\$aPeng, Hao,$eauthor. =700 1\$aTan, Xiaoming,$eauthor. =700 1\$aWang, Lei,$eauthor. =700 1\$aWang, Zhen,$eauthor. =700 1\$aZhang, Man,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220637.html =LDR 03617nab a2200445 i 4500 =001 JTE20220639 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220639$2doi =037 \\$aJTE20220639$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA435 =082 04$a608$223 =100 1\$aHassan Vanhari, Seyyed Meyssam,$eauthor. =245 13$aAn Experimental Study on Compressive Strength of the Concrete Containing Type II Cement and Tire-Rubber Particles at Various Ages /$cSeyyed Meyssam Hassan Vanhari, Majid Gholhaki. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCompressive strength of concrete is one of the most important properties of concrete for designers and quality control engineers and the engineering community is interested in predicting 28-day compressive strength of concrete because of the strength of concrete at younger ages such as 7 days. Portland cement type II is one of the most widely used cements, which has the highest consumption because of the weather conditions and the construction process of structures in Iran. The relation for computing the compressive strength at the age of t based on the 28-day strength has been presented only for cement types I and III and there is no relation for type II cement in ACI codes of practice. In this study, the compressive strength of concrete at the age of t based on the 28-day strength has been experimentally investigated for the concretes containing cement type II and tire rubber particles. To this end, three cement grades of 350, 400, and 450 kg/m3 as well as water-to-cement ratios (w/c) of 0.5 and 0.65 were used. Moreover, cement was replaced with tire-rubber particles at contents of 5 to 20 % by volume. The values for α and β coefficients to be applied in the concrete strength relation based on the age of 28 days according to ACI209 for the concretes containing type II cement and tire-rubber particles were obtained equal to 3.13 and 0.91 as well as 3.32 and 0.9, respectively. Finally, the best mix design was found to do with the ordinary concrete with cement grade of 400 kg/m3, w/c of 0.5 and tire-rubber particles of 5 % that leads to the highest compressive strength by which the environmental issues could be markedly mitigated. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aConcrete blocks$xTesting. =650 \0$aConcrete masonry. =650 \0$aConcrete walls. =700 1\$aGholhaki, Majid,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220639.html =LDR 03617nab a2200445 i 4500 =001 JTE20220643 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220643$2doi =037 \\$aJTE20220643$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTP159.C3 =082 04$a660.2995$223 =100 1\$aShah, Jaydeep R.,$eauthor. =245 10$aInvestigation of the Tensile Properties in Continuous Glass Fiber–Reinforced Thermoplastic Composite Developed Using Fused Filament Fabrication /$cJaydeep R. Shah, Shashank Thanki. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aContinuous fiber–reinforced thermoplastic composites are gaining acceptance in the manufacturing sector. However, the production constraints of intricate designs, the difficulty of using unique fiber alignment, and the expensive moldings make their usage inadequate. This investigation attempts to produce composites using continuous glass fiber as filler material and three distinct polymers, acrylonitrile butadiene styrene, polylactic acid, and polyethylene terephthalate glycol, utilizing an indigenously built nozzle attachment with the fused filament fabrication (FFF) process. Furthermore, scanning electron microscopy (SEM) images were used to elucidate the interface performance. The experimental results showed that the tensile strength of glass fiber–reinforced composites was 218 to 241 % greater than that of just thermoplastic specimens when the printing raster direction was 0° and 35 to 45 % lower when the printing raster orientation was 90°. Furthermore, SEM findings revealed that the tensile stress was very low and had bad interface behavior when the printing raster orientation was 90°. FFF has more adaptability for fiber reinforcement because of its meticulous orientation and good dispersal capabilities for the additively manufactured part, which may be directly used as the final product. The fiber content and its interfacing with base material are critical technical specifications for the composites. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aCatalysts. =650 \0$aGlass fibers. =700 1\$aThanki, Shashank,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220643.html =LDR 03617nab a2200445 i 4500 =001 JTE20220650 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220650$2doi =037 \\$aJTE20220650$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTD427.F58 =082 04$a628.44$223 =100 1\$aLiu, Fang,$eauthor. =245 10$aAnalysis of Mechanical Properties and Pore Structure of Mortar Prepared from Municipal Solid Waste Incineration Slag /$cFang Liu, Jun Liu, Baomin Wang, Xiaosa Yuan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe disposal of a large amount of bottom ash generated from the incineration of municipal solid waste has become the focus of research in solid waste and environmentalism. Using municipal solid waste incineration bottom ash (MSWI BA) to prepare mortar can not only solve the problem of insufficient natural river sand resources, but also play a role in treating a large amount of MSWI BA to alleviate urban pressures. In this study, macroscopic properties of mortar were systematically investigated by rheological, mechanical, and drying shrinkage tests, and the influence of MSWI BA on the internal pore structure and interfacial transition zone of mortar has been analyzed by mercury intrusion porosimetry (MIP), scanning electron microscope (SEM) and back scattered electron imaging (BSE). The results show that the rheological model of fresh mortar mixed with MSWI BA as fine aggregate is more consistent with the modified Bingham model, and its plastic viscosity decreases and then increases with the increase of MSWI BA, while the yield stress shows an increasing trend. The compressive strength and splitting tensile strength of mortar decrease with the increase of MSWI BA; the smaller the water-cement ratio and aggregate-binder ratio, the greater the strength loss. The incorporation of MSWI BA improves the flexural strength and compression-flexure ratio of M5/M10 mortar, and the splitting tensile strength of M5 mortar at 28 days is increased by 30 % with 20 % MSWI BA. Additionally, the incorporation of MSWI BA reduces the drying shrinkage properties of mortar and improves the volume stability. At the same time, it increases the number of pores above 50 nm inside the mortar and the content of ettringite at the interface. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aHazardous wastes. =650 \0$aIncineration. =650 \0$aRefuse and refuse disposal. =700 1\$aLiu, Jun,$eauthor. =700 1\$aWang, Baomin,$eauthor. =700 1\$aYuan, Xiaosa,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220650.html =LDR 03617nab a2200445 i 4500 =001 JTE20220653 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220653$2doi =037 \\$aJTE20220653$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS228.95 =082 04$a621.366$223 =100 1\$aSathishkumar, G.,$eauthor. =245 10$aEvaluation of Mechanical and Microstructural Properties of High-Temperature Hastelloy X Alloy-Welded Joints Made by Laser Welding Process /$cG. Sathishkumar, P. Sathiya, S. Senthil Murugan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe usage of Hastelloy X (HX) is crucial in high-temperature applications, and its joining is needed in industries. When HX is welded using traditional methods, the microsegregation of molybdenum- and chromium-rich components causes the material to crack in the final stage of welding solidification. To overcome this, in this current work, HX alloy specimens were welded by a carbon dioxide laser welding process autogenously, which provides low heat input to prevent carbide phase segregation while maintaining a complete depth of penetration. Laser power, welding speed, and focal length were chosen as input parameters with three levels for each input, and the experiments were conducted following Taguchi’s L9 orthogonal array with a suitable combination of the parameters. A structural study was done to analyze weld bead geometry and the microstructure of the weld interface through an optical microscope and scanning electron microscope. Elements present at the weld zone were confirmed through energy-dispersive X-ray analysis (EDAX). The mechanical properties of the joints were tested as per ASTM standards. Mechanical results showed that the tensile strength of a joint maintained a level with a slight decrease in weldment compared with the base metal and maintained the same in the impact test as well. Weld joint efficiency was estimated, and it showed a maximum of 93 %. Hardness was increased with a decrease in welding speed at 3,200 W laser power. The grain size of 39.5 μm had a tensile strength of 690 MPa, but the grain size of 59.88 μm had 540 MPa. The grain sizes of the samples and their orientation with austenite were shown by electron backscatter diffraction results. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aLaser beam cutting. =650 \0$aLaser welding. =650 \0$aLasers$xIndustrial applications. =700 1\$aSathiya, P.,$eauthor. =700 1\$aSenthil Murugan, S.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220653.html =LDR 03617nab a2200445 i 4500 =001 JTE20220654 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220654$2doi =037 \\$aJTE20220654$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQC762.6.M34 =082 04$a538.36$223 =100 1\$aGriebel, Adam J.,$eauthor. =245 10$aMagnetic Susceptibility of Common Metals and Alloys Used in Medical Devices /$cAdam J. Griebel, Eric Anttila, Grant Baker, Jeremy E. Schaffer, David C. Gross. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (13 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aMagnetic resonance imaging (MRI) is a widely used imaging modality that is ideally suited for imaging soft tissues. The use of strong magnetic and electric fields employed in MRI creates the potential for hazards when imaging patients with metallic implants. With the proper material selection, implant design, and imaging procedure, many of these hazards can be adequately managed. Magnetic susceptibility (χ) is a material property indicating a material’s tendency to interact with and distort an applied magnetic field, and it has substantial influence on both the force and torque experienced by an implant in a magnetic field, as well as the size of the image artifact. In this study, the magnetic susceptibilities of 45 different medically relevant alloys and alloy composites are determined and reported. This data will aid in material selection for medical devices intended to be labeled as MR Conditional. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aMagnetic resonance imaging. =650 \0$aNuclear magnetic resonance spectroscopy. =700 1\$aAnttila, Eric,$eauthor. =700 1\$aBaker, Grant,$eauthor. =700 1\$aGross, David C.,$eauthor. =700 1\$aSchaffer, Jeremy E.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220654.html =LDR 03617nab a2200445 i 4500 =001 JTE20220656 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220656$2doi =037 \\$aJTE20220656$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS228.95 =082 04$a621.366$223 =100 1\$aHe, Kuanfang,$eauthor. =245 10$aIntelligent Detection to Laser Welding Seam Defect Using Adaptive Joint Wavelet Dictionary Learning of PEC Signal /$cKuanfang He, Jiangfeng Yong, Rongyu Zhou, Jiahe Liang, Jingwei Yang, Mian Jiang, Wenqing Shi, Jiangwei Qiao, Qingbo Lu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe pulsed eddy current (PEC) is an effective method for the online detection of laser welding seam defects. The joint wavelet dictionary learning method is proposed for solving the separation problem of the broad frequency harmonic and local non-smooth distortion of the PEC signal. The Haar and Gabor wavelet is adopted to be the basic function, which is extended to be the over complete wavelet dictionary library by cyclic migration. The sparse representation of the defect PEC signal is obtained by combining the joint wavelet dictionary with the orthogonal matching pursuit algorithm. The feature parameters of the PEC signal are calculated and inputted into the support vector machine to detect the laser welding seam defect intelligently. The validity of the proposed method is further verified by the experimental results, demonstrating the effectiveness of the classification identification and quantitative assessment of the pore and crack. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aLaser beam cutting. =650 \0$aLaser welding. =650 \0$aLasers$xIndustrial applications. =700 1\$aJiang, Mian,$eauthor. =700 1\$aLiang, Jiahe,$eauthor. =700 1\$aLu, Qingbo,$eauthor. =700 1\$aQiao, Jiangwei,$eauthor. =700 1\$aShi, Wenqing,$eauthor. =700 1\$aYang, Jingwei,$eauthor. =700 1\$aYong, Jiangfeng,$eauthor. =700 1\$aZhou, Rongyu,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220656.html =LDR 03617nab a2200445 i 4500 =001 JTE20220660 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220660$2doi =037 \\$aJTE20220660$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA805 =082 04$a624.193$223 =100 1\$aMahajan, Sumeet,$eauthor. =245 10$aEffects of Basement Excavation and Raft Loading on Urban Tunnel in Sand: Model Testing and Analysis /$cSumeet Mahajan, Krishan Gopal Sharma, Ramanathan Ayothiraman. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (26 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis paper describes an experimental investigation carried out in the laboratory to examine the effects of basement raft excavation and loading on an existing tunnel in Yamuna sand. A small-scale testing facility was designed to simulate the process of basement excavation and installation of basement raft with retaining wall in close vicinity to an existing tunnel. A simplified tunnel excavation system was also designed to simulate tunnel-excavation–induced stresses. Dimensions of model tunnel, sheet pile wall, basement raft, and retaining wall were arrived at after applying the physical scaling laws on prototype dimension using a scale factor of 40. The dimensions of the tunnel and raft foundation were decided based on the stressed zone of soil mass from the edge of the foundation and tunnel periphery. Experiments were performed for different geometrical configurations of raft and tunnel. Results indicate that the circumferential and longitudinal strains at different locations of tunnel lining are significantly affected by various stages of construction/excavation and raft loading. This effect is seen more at crown level when the distance between tunnel and raft is short. The critical zone of influence is found in the region enclosed such that the raft loading is at a clear distance equal to diameter of the tunnel on either side of tunnel axis and strains in tunnel lining are measured up to three times the tunnel diameter on either side from the center line of raft loading. Results further indicate that the magnitude of circumferential strain induced at different cross sections of the lining is larger than the magnitude of longitudinal strain. A numerical analysis was conducted to simulate the experiments using PLAXIS 3D, which fairly predicted the measured phenomena. Thus, it is recommended that the site-specific quantification of the influence of new construction on tunnel lining is very much essential. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aTunneling. =650 \0$aTunnels$xDesign and construction. =700 1\$aAyothiraman, Ramanathan,$eauthor. =700 1\$aSharma, Krishan Gopal,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220660.html =LDR 03617nab a2200445 i 4500 =001 JTE20220661 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220661$2doi =037 \\$aJTE20220661$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA460 =082 04$a620.1126$223 =100 1\$aZhang, Shuiqiang,$eauthor. =245 10$aMeasurement of Fatigue Crack Growth in Compact Tension Specimen Using an Optical Extensometer /$cShuiqiang Zhang, Qirui Zhu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (11 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aIn this investigation, fatigue crack growth (FCG) tests are performed on transformation induced plasticity steels to characterize the relevance of stress intensity and crack growth rates with standard compact tension (CT) specimens. An optical extensometer that can achieve real-time displacement measurement is developed based on digital image correlation. Instead of a displacement gauge, the optical extensometer is adopted in FCG tests to measure CT specimen crack opening displacement (COD). Compared with stress intensity, it is difficult to calculate crack growth rates with COD. Therefore, the compliance equation and incremental polynomial method are programmed with C++ languages to obtain the steady crack growth curve directly. The proposed method is verified with experimental results obtained by the displacement extensometer. In addition, the precision of the displacement measurement is assessed, and the error induced by displacement output rates is discussed. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aFracture mechanics. =650 \0$aMetals$xFatigue. =700 1\$aZhu, Qirui,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220661.html =LDR 03617nab a2200445 i 4500 =001 JTE20220665 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220665$2doi =037 \\$aJTE20220665$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH7005 =082 04$a697$223 =100 1\$aShi, Long,$eauthor. =245 10$aAirtightness Performance Test and Failure Models for Low-to-Vacuum Maglev Train Tunnel Joints /$cLong Shi, Dongyuan Wang, Jianjun Zhou, Kai Cui. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (15 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe airtightness at the joints of segment lining structures is one of the critical problems for low-to-vacuum maglev train tunnels that needs to be addressed. A new apparatus was designed to test the airtightness performance of the gasket-in-groove at longitudinal and circumferential joints. Based on the test results, four mechanical models based on the theory of elastic mechanics were developed to describe the short-term and long-term sealing failure behaviors of longitudinal and circumferential joints, which are subjected to vacuum pressure on one side of the gasket, and the corresponding air-leakage equations for contact interface were also deduced. The test results show (1) a higher initial contact pressure in the gasket-in-groove would result in faster stress relaxation; (2) a greater initial contact pressure would result in better joint sealing; and (3) for the same initial contact pressure, the sealing capacity of longitudinal joints is significantly better than that of circumferential joints. The test results are in good agreement with the models. The developed models can be used to interpret the sealing failure mechanism through the gasket contact pressure path. Moreover, the mechanical models show that the sealing capacity of the circumferential joint gasket is positively correlated with the airtightness coefficient and the gasket equivalent Poisson’s ratio, whereas the sealing capacity of the longitudinal joint gasket is positively correlated with the airtightness coefficient, the gasket equivalent Poisson’s ratio, as well as the tunnel outer diameter, and negatively correlated with the gasket width. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aBuildings$xAirtightness. =650 \0$aVentilation. =700 1\$aCui, Kai,$eauthor. =700 1\$aWang, Dongyuan,$eauthor. =700 1\$aZhou, Jianjun,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220665.html =LDR 03617nab a2200445 i 4500 =001 JTE20220667 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220667$2doi =037 \\$aJTE20220667$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.85$223 =100 1\$aLiu, Meifang,$eauthor. =245 10$aVolumetric Dilatometer Study of Thermoreversible Aging Properties in Crumb Rubber–Modified Asphalt Binders /$cMeifang Liu, Qingshan Xie, Haibo Ding, Ali Rahman, Xiongkai Feng, Yanjun Qiu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe primary objective of this paper is to investigate the thermoreversible aging mechanism of crumb rubber–modified asphalt binders (CRMAs). In order to achieve this goal, an extended bending beam rheometer (Ex-BBR) test and volumetric dilatometer test were conducted. Additionally, isothermal crystallization kinetics (Avrami theory) and thermal stress calculation using the Hopkins and Hamming algorithm were employed to process the test data. The low-temperature properties of the asphalt specimens were characterized through calculations of creep stiffness (S), creep rate (m-value), grade loss (GL), thermal stress, and Avrami index (n). The experimental results indicate that thermoreversible aging is present in all asphalt samples during the long-term isothermal hardening process. This aging is characterized by continuous macroscopic volume shrinkage, accumulation of thermal stress, a crystallization process, and a process akin to crystallization (i.e., crumb rubber adsorbed oil at low temperatures). It was observed that CRMAs exhibit more severe thermoreversible aging and faster physical hardening rates due to their unique properties at a constant low temperature when compared with base asphalts. However, it was also observed that CRMAs can reduce the thermal stress by reducing the volumetric shrinkage coefficients and S. It is important to note that the volumetric shrinkage coefficients are not constant, which are related to the base asphalts, crumb rubber, and conditioning time. Therefore, it is not appropriate to use a single empirical constant to calculate thermal stress. Instead, multiple coefficients may need to be incorporated to account for the variability in shrinkage behavior. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aAsphalt$xAdditives. =650 \0$aAsphalt$xTesting. =650 \0$aAsphalt. =700 1\$aDing, Haibo,$eauthor. =700 1\$aFeng, Xiongkai,$eauthor. =700 1\$aQiu, Yanjun,$eauthor. =700 1\$aRahman, Ali,$eauthor. =700 1\$aXie, Qingshan,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220667.html =LDR 03617nab a2200445 i 4500 =001 JTE20220691 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220691$2doi =037 \\$aJTE20220691$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.17 =082 04$a620.165$223 =100 1\$aLucon, E.,$eauthor. =245 10$aAssessment of Different Approaches for Measuring Shear Fracture Appearance in Charpy Tests /$cE. Lucon, M. L. Martin, B. L. Calvo, X. Chen, M. A. Sokolov. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aDifferent approaches for establishing shear fracture appearance (SFA) on tested Charpy specimens were assessed and compared, namely (in order of increasing expected accuracy) estimates based on characteristic forces from instrumented Charpy tests, optical measurements using image analysis software, and measurements performed with the aid of a scanning electron microscope. Comparisons between different SFA values for 129 instrumented Charpy tests currently included in the National Institute of Standards and Technology database allowed us to establish the relationships between the different available approaches and formulate recommendations for the revision of the standards ASTM E2298-18, Standard Test Method for Instrumented Impact Testing of Metallic Materials, and ISO 14556:2015, Metallic Materials — Charpy V-Notch Pendulum Impact Test — Instrumented Test Method, which currently provide four empirical correlations that can be used to estimate SFA. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aNotched bar testing. =650 \0$aRegression analysis. =650 \0$aSteel. =700 1\$aCalvo, B. L.,$eauthor. =700 1\$aChen, X.,$eauthor. =700 1\$aMartin, M. L.,$eauthor. =700 1\$aSokolov, M. A.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 5 (September 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220691.html =LDR 03617nab a2200445 i 4500 =001 JTE20220694 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220694$2doi =037 \\$aJTE20220694$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.85$223 =100 1\$aAlkuime, Hamza,$eauthor. =245 10$aAccounting for the Effect of Air Voids on Asphalt Mix Monotonic Cracking Testing Results /$cHamza Alkuime, Emad Kassem, Taleb Al-Rousan, Randa Oqab Mujalli, Khaled A. Alshraiedeh. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aVarious monotonic cracking resistance assessment tests and indicators of asphalt mixes have their own merits; however, they provide illogical interpretations of mix resistance to cracking under different air void (AV) contents. This study aims to investigate and address the limitations of the monotonic tests and indicators in evaluating the cracking resistance of asphalt mixes with different AV contents. The results show that the shape of the load-displacement curve, curve basic elements, and monotonic indicators are significantly sensitive to variation in AV content. However, the currently proposed correction ratios could not address this dependency of cracking assessment on AV content. This study therefore proposes and evaluates a new approach and correction ratios for monotonic tests and performance indicators. The results demonstrate that the newly proposed correction ratios could normalize the effect of AV content on the examined performance assessment indicators. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aAsphalt emulsion mixtures. =650 \0$aPavements, Asphalt. =700 1\$aAl-Rousan, Taleb,$eauthor. =700 1\$aAlshraiedeh, Khaled A.,$eauthor. =700 1\$aKassem, Emad,$eauthor. =700 1\$aMujalli, Randa Oqab,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220694.html =LDR 03617nab a2200445 i 4500 =001 JTE20220700 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220700$2doi =037 \\$aJTE20220700$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA1632 =082 04$a378.757$223 =100 1\$aXiao, Yuxuan,$eauthor. =245 10$aDetermination of the Mode I Stress Intensity Factor Based on Symplectic Geometry /$cYuxuan Xiao, Shuhong Dai, Yao Wu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA method for determining the mode I stress intensity factor based on the symplectic geometry method is proposed. A fan-shaped region is constructed at the crack tip, and the full state vector of the crack tip is determined with the symplectic geometry method. By combining the full state vector with the displacement field at the crack tip, the stress intensity factor is calculated. Based on the theoretical solution of the displacement field around the mode I crack tip, the effects of the number of data points, the size of the central angle, and the radius on the accuracy of the stress intensity factor are studied. The results show that the number of data points has a great influence on the accuracy of mode I stress intensity factor determined with this method. As the number of data points exceeds 37, the relative error tends to zero stably; the sector central angle has little effect on the accuracy of the stress intensity factor, but under the same accuracy requirements, different sector central angles need different numbers of data points. If the sector radius is too small, the solution of stress intensity factor will be unstable, and the relative error will be large because of the influence of the plastic region at crack tip during the fracture process. By comparing the relative errors under different conditions, it is found that the mode I stress intensity factor calculated by the proposed method is highly accurate and that the stress intensity factor can be accurately obtained by obtaining just the displacement field around the crack tip, which is verified by a digital image correlation experiment. The proposed method solves the problem that the previous solution system has complex steps in the case of complex stress, resulting in the inability to accurately obtain mode I stress intensity factor. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aDigital image correlation method. =650 \0$aMode I crack. =650 \0$aStress intensity factor. =650 \0$aSymplectic geometry method. =700 1\$aDai, Shuhong,$eauthor. =700 1\$aWu, Yao,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220700.html =LDR 03617nab a2200445 i 4500 =001 JTE20220701 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220701$2doi =037 \\$aJTE20220701$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aSB416 =082 04$a621.47$223 =100 1\$aKhechekhouche, A.,$eauthor. =245 10$aImpact of Solar Energy and Energy Storage on a Still’s Nocturnal Output /$cA. Khechekhouche, N. Smakdji, M. El Haj Assad, A. E. Kabeel, Mohamed Abdelgaied, M. Ghodbane, A. Allal, Ravishankar Sathyamurthy. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aSolar stills represent one of the effective solutions in remote regions that suffer from the problem of lack of fresh water, but the disadvantage of their type of distillation technologies is the low productivity of pure water per square meter of evaporation surface. During the night, the brine cools down because of the absence of solar radiation, which causes a discontinuity in the operation of the solar still, which no longer produces freshwater. Therefore, the current work aims to achieve the highest performance of solar stills. To achieve these, in the present work, the thermal behavior of a simple greenhouse solar still is coupled to a sensible heat storage tank to ensure the heating of the brine by energy stored and therefore to improve the performance of the solar still by the night production of distilled water. The results obtained are encouraging because the improvement rate was 27.70 % compared to the daily light sentence and the thermal efficiency of our system during the night phase was stable between 60 and 61 %. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aGreenhouses$xHeating and ventilation. =650 \0$aSolar heating. =700 1\$aAbdelgaied, Mohamed,$eauthor. =700 1\$aAllal, A.,$eauthor. =700 1\$aEl Haj Assad, M.,$eauthor. =700 1\$aGhodbane, M.,$eauthor. =700 1\$aKabeel, A. E.,$eauthor. =700 1\$aSathyamurthy, Ravishankar,$eauthor. =700 1\$aSmakdji, N.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220701.html =LDR 03617nab a2200445 i 4500 =001 JTE20220706 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220706$2doi =037 \\$aJTE20220706$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE275 =082 04$a625.8$223 =100 1\$aXu, Ning,$eauthor. =245 10$aResearch on Engineering Performance of Paving Mixes with Multi-component SBS Modifier under Dry Modification /$cNing Xu, Hainian Wang, Peng Zhang, Yuanle Li, Huimin Wang, Hu Jiao, Shenglan Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aDry modification of modified asphalt mixtures prepared by mixing the modifier with the aggregate and asphalt binder is a simple and environmentally friendly process. It can avoid the segregation of modified asphalt used for paving mixes under wet modification mode. The difficulty of rapid swelling makes it difficult for the styrene-butadiene-styrene block copolymer (SBS) modifier to achieve dry modification. This research attempted to prepare a multi-component SBS-based (SBSM) modifier for dry modification by blending SBS with assisting ingredients through a twin-screw extruder. The conventional properties, rheological properties, and thermal storage stability of SBSM-modified asphalt were evaluated. Additionally, the road performance of SBSM-modified asphalt mixtures prepared by both wet modification and dry modification was characterized. The results show that SBSM-modified asphalt obtains excellent high-temperature and low-temperature properties as well as thermal storage stability. Satisfactory performance in terms of resistance to high-temperature rutting, low-temperature cracking, and water damage is obtained when the SBSM modifier was applied in modified asphalt mixtures under wet modification. Compared with the SBSM-modified asphalt mixture under wet modification, the road performance of the SBSM-modified asphalt mixture under dry modification is slightly inferior, especially the water stability, but satisfies the engineering requirements. The findings demonstrate the feasibility of the dry modification of the SBSM modifier for paving mixtures and promote the development of SBS-based modifiers for dry modification. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aAsphalt binder. =650 \0$aAsphalt mixture. =650 \0$aDry modification. =650 \0$aRoad engineering. =650 \0$aRoad performance. =650 \0$aStyrene-butadiene-styrene block copolymer. =700 1\$aJiao, Hu,$eauthor. =700 1\$aLi, Yuanle,$eauthor. =700 1\$aLiu, Shenglan,$eauthor. =700 1\$aWang, Hainian,$eauthor. =700 1\$aWang, Huimin,$eauthor. =700 1\$aZhang, Peng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220706.html =LDR 03617nab a2200445 i 4500 =001 JTE20220708 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20220708$2doi =037 \\$aJTE20220708$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE391.Q2 =082 04$a549.68$223 =100 1\$aLiu, Qi,$eauthor. =245 10$aTesting and Characterization of the Freeze–Thawing Effect on the Morphology of Quartz Sand /$cQi Liu, Ze Zhang, Shengrong Zhang, Anatoli Brouchkov, Xiangxi Meng, Andrey Melnikov, Leonid Gagarin. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThis research aimed to investigate the morphological changes of sandy soils with a varying number of freeze–thaw cycles (FTCs). The primary objective was to characterize the changes in particle morphology and establish the relationship between the number of FTCs and these changes. Two variables, namely the amount of variation and the coefficient of variation, were introduced as parameters to characterize the morphological changes of sandy soils. Statistical analysis was performed using the PIP9.1 particle dynamic image analyzer to quantify the morphological characteristics of sandy soil particles. The results showed that the five morphological characteristic parameters of sandy soil particles conformed to a normal distribution. The particle shape was primarily blocky, and sandy soil particles appeared more broken and regular in shape with an increase in the number of FTCs. The coefficients of variation of particle filling exhibit “conjugate” changes with other indicators, and the coefficients of variation of each indicator decrease gradually with an increase in the number of FTCs. Principal component analysis was employed to integrate information on sandy soil particle shape, resulting in a new index that established the relationship between the index and the number of FTCs. The findings of this study provide a better understanding of the morphological changes in sandy soils under freeze–thaw conditions and offer insight into the stability of sandy soils under these conditions. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aElectron microscopes. =650 \0$aQuartz. =700 1\$aBrouchkov, Anatoli,$eauthor. =700 1\$aGagarin, Leonid,$eauthor. =700 1\$aMelnikov, Andrey,$eauthor. =700 1\$aMeng, Xiangxi,$eauthor. =700 1\$aZhang, Shengrong,$eauthor. =700 1\$aZhang, Ze,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20220708.html =LDR 03617nab a2200445 i 4500 =001 JTE20230004 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20230004$2doi =037 \\$aJTE20230004$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.85$223 =100 1\$aZheng, Wanzhou,$eauthor. =245 10$aEffect of MA-EPR-ESO Compound Rejuvenator on Rheological Properties of Aged SBS-Modified Bitumen /$cWanzhou Zheng, Henglong Zhang, Xue Yang, Haihui Duan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe rejuvenation of aged styrene-butadiene-styrene–modified bitumen (SBSMB) can be achieved by adding a compound rejuvenator, consisting of maleic anhydride (MA), epoxidized polybutadiene resin (EPR), and epoxidized soybean oil (ESO). However, the optimal combination of this compound rejuvenator dosage was determined according to traditionally physical property indicators, so the obtained optimal combination may be imprecise. In this research, the rejuvenation effects of the compound rejuvenator were demonstrated based on physical property indicators. Then, to accurately obtain the optimum combination of the compound rejuvenator, a three-factor versus three-level (MA dosage levels were 0.05 %, 0.1 %, and 0.2 %; EPR dosage levels were 1 %, 2 %, and 3 %; ESO dosage levels were 4 %, 6 %, and 8 %) orthogonal scheme was designed. The rejuvenation effects of aged SBSMB were evaluated by rheological properties of rejuvenated SBSMB, and the optimal combination of the compound rejuvenator was obtained based on the continuous performance grade (PG) of the rejuvenated SBSMB at different dosage combinations. Finally, the rejuvenation effects of the optimal combination were verified by physical properties and fluorescence microscope tests. The results suggest that the preselected dosage combination of the compound rejuvenator can recover the base bitumen from its aged state (brittle and hard) and may repair the broken SBS fragments. The influence magnitude of the three components on the rheological properties of aged SBSMB is ESO, EPR, and MA in order. When the addition dosages of MA, EPR, and ESO are 0.2 %, 2 %, and 4 %, respectively, the rejuvenated SBSMB has similar physical and rheological properties with the original SBSMB. In addition, the FM result shows that the homogeneous distribution SBS network structure of SBSMB, which is destructed during long-term aging, is effectively recovered by the addition of the optimal combination of the compound rejuvenator. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aPavements, Asphalt$xTesting. =650 \0$aPavements, Bituminous$xTesting. =700 1\$aDuan, Haihui,$eauthor. =700 1\$aYang, Xue,$eauthor. =700 1\$aZhang, Henglong,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20230004.html =LDR 03617nab a2200445 i 4500 =001 JTE20230005 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20230005$2doi =037 \\$aJTE20230005$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTK2980 =082 04$a621.312424$223 =100 1\$aAhmed, Muhammad Bilal,$eauthor. =245 10$aDesign and Development of Ti 3 C 2 Tx MXenes as Cathode Materials for Energy Storage Devices /$cMuhammad Bilal Ahmed, Faaz Ahmed Butt, Asad A. Naqvi, Samra Asad, Zahoor ul Hussain Awan, Zain Shahid, Tayyab Azad Khan. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe highly conductive property of Titanium Carbide MXene (Ti3C2Tx) MXenes has made them an area of research in the electrochemical field. However, their properties are subjected to their correct synthesis. Various synthesis methods have been reported; however, those methods employ high energy consumption. To reduce the cost, researchers have tried to synthesize using inexpensive precursors; however, fewer have resorted to the use of an alternative technique. This study employed the use of the tungsten inert gas welding process to synthesize the Ti3AlC2 MAX phase, which was later etched using the in situ hydrogen fluoride acid technique. Alternatively, another MAX phase was prepared using an atmosphere furnace under the purging of argon gas. However, impurities were detected in the MAX phase and later detected in titanium powder. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aElectric batteries. =650 \0$aEnergy storage. =650 \0$aNanostructured materials. =700 1\$aAhmed Butt, Faaz,$eauthor. =700 1\$aAsad, Samra,$eauthor. =700 1\$aAwan, Zahoor ul Hussain,$eauthor. =700 1\$aKhan, Tayyab Azad,$eauthor. =700 1\$aNaqvi, Asad A.,$eauthor. =700 1\$aShahid, Zain,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20230005.html =LDR 03617nab a2200445 i 4500 =001 JTE20230014 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20230014$2doi =037 \\$aJTE20230014$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE7 =082 04$a625.85$223 =100 1\$aZhang, Kun,$eauthor. =245 10$aEvaluation of Aging Evolution of Olive Pomace–Modified Asphalt Binders under Natural Weather Aging Conditions /$cKun Zhang. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (14 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe natural weather aging test (NWAT) for asphalt binders is an essential benchmark aging test used to investigate the aging evolution of asphalt binders under actual weather conditions. This study assessed the aging rates of olive pomace–modified asphalt binders and the control neat binder under NWAT. Instead of aging days, weather factors were proposed as metrics to correlate with the aging evolution of the rheological properties of asphalt binders. The test results showed that the olive pulp–rich fraction-modified asphalt binders after the rolling thin-film oven (RTFO) test had lower aging susceptibility than the RTFO-aged control binder. The RTFO-aged binders exhibited lower aging rates than the corresponding unaged asphalt binders under NWAT. The sums of weather indexes such as the sum of the daily maximum ultraviolet index are rational field metrics to correlate with the rheological aging properties of natural weather–aged asphalt binders. Caution shall be taken when using aging days to interpret the aging rates of asphalt binders under NWAT. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aAsphalt emulsion mixtures. =650 \0$aBinders (Materials) =650 \0$aPavements, Asphalt$xTemperature. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20230014.html =LDR 03617nab a2200445 i 4500 =001 JTE20230034 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20230034$2doi =037 \\$aJTE20230034$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA479.C37 =082 04$a672.52$223 =100 1\$aTeixeira Oliveira de Menezes, João,$eauthor. =245 10$aExperimental Evaluation of K IEAC of a Carbon Steel Using the Pin-Loaded SENT Geometry /$cJoão Teixeira Oliveira de Menezes, Ingrid Braun Poloponsky, Enrique Mariano Castrodeza. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (17 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe experimental determination of the threshold stress intensity factor for environment-assisted cracking (KIEAC) is described by several standards, which allow the use of different specimen geometries and methodologies for crack length estimation. In some cases, the combination of structure, specimen size, or both, main loading direction, and crack orientations of the component that need to be characterized limit the use of standardized geometries. Consequently, alternative geometries must be used. In this study, fatigue pre-cracked pin-loaded single edge notched tension specimens as defined by BS 8571:2018, Method of Test for Determination of Fracture Toughness in Metallic Materials Using Single Edge Notched Tension (SENT) Specimens, were applied for the experimental evaluation of the KIEAC of a carbon steel. The specimens were tested in deaerated substitute ocean water solution saturated with carbon dioxide at 40°C and at 1 and 10 bar (100 and 1,000 kPa) under constant load conditions with incremental (step) loading. The crack length during the tests was monitored by direct current potential drop, which was helpful for defining the applied K corresponding to the onset of subcritical crack growth (KIEAC). Additionally, fractographic analysis of KEAC specimens and results from the fracture toughness evaluation of this material in air at room temperature have also been reported. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aCarbon steel. =650 \0$aPin-Loaded SENT Geometry. =700 1\$aBraun Poloponsky, Ingrid,$eauthor. =700 1\$aCastrodeza, Enrique Mariano,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20230034.html =LDR 03617nab a2200445 i 4500 =001 JTE20230043 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20230043$2doi =037 \\$aJTE20230043$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA439 =082 04$a624.1834$223 =100 1\$aYang, Shuang,$eauthor. =245 12$aA New Insight into Concrete Impermeability: Effect of Polymer Modification of Interfacial Transition Zone /$cShuang Yang, Jiantao Wang, Wen Li, Yingxiang Wang, Yunpeng Liu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCoarse aggregates were pretreated with asphalt emulsion to concentrate asphalt film in the interfacial transition zone (ITZ) so as to improve concrete impermeability at a relatively low polymer content. Several test methods, including artificial crack samples, model aggregate concrete, and surface element scanning, were employed to characterize the contribution of modified ITZ to concrete impermeability. The results showed that incorporating hydrophobic asphalt film in ITZ could simultaneously slow down water absorption while weakening the ITZ microstructure. The water absorption of concretes decreased with an increase in the asphalt content and asphalt-coated aggregates ratio. However, the rapid chloride migration tests showed different results, which could be attributed to the different water saturation states of concretes before the tests. The hydrophobic asphalt film could retard water absorption and, consequently, chloride ion diffusion, even in the presence of cracks. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aCement composites. =650 \0$aConcrete construction. =650 \0$aConcrete. =700 1\$aLi, Wen,$eauthor. =700 1\$aLiu, Yunpeng,$eauthor. =700 1\$aWang, Jiantao,$eauthor. =700 1\$aWang, Yingxiang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20230043.html =LDR 03617nab a2200445 i 4500 =001 JTE20230061 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20230061$2doi =037 \\$aJTE20230061$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aQE538.5 =082 04$a551.22$223 =100 1\$aPaulter, Nicholas G.,$eauthor. =245 10$aMeasurement Uncertainty of Bullet Velocities That Are Acquired with Light Screens and a Waveform Recorder /$cNicholas G. Paulter. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (8 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aBullet velocity measurements are critical to the understanding of the performance of firearms and their ammunition, as well as the ballistic protection of armor materials and systems. This information is essential to the improvement and advancement of firearms, ammunition, and armor. The bullet velocity measurement uncertainty supports the rigorous application of these functions by providing a means for accurate comparison between different laboratories, manufacturers, and users; tracking and assessing the performance history of a product; accurately assessing external effects (such as environmental) on performance; ensuring performance is within acceptable tolerances; and comparing the performance of products. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aSeismic waves. =650 \0$aSeismometry. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20230061.html =LDR 03617nab a2200445 i 4500 =001 JTE20230064 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20230064$2doi =037 \\$aJTE20230064$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHV7936.E7 =082 04$a363.230284$223 =100 1\$aRiley, Michael,$eauthor. =245 10$aRedundant Ballistic Chronograph Configuration for Body Armor Testing /$cMichael Riley, Dwight Barry, Nicholas G. Paulter. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (10 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aA new configuration of the light screen pairs used in a redundant ballistic chronograph is described. This configuration complies with current ASTM International and National Institute of Justice requirements for measuring the ballistic performance of body armor. Although it currently requires dismantling the commercially available light screens and installing them on custom-made mounting frames, the overall configuration is simpler to arrange and to obtain separation uncertainties than the conventional configuration that uses separate mounting frames. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aArmor. =650 \0$aBallistic measurement. =650 \0$aBody armor. =650 \0$aBullet velocity. =650 \0$aChronograph. =650 \0$aLight screen. =650 \0$aVelocity. =700 1\$aBarry, Dwight,$eauthor. =700 1\$aPaulter, Nicholas G.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20230064.html =LDR 03617nab a2200445 i 4500 =001 JTE20230089 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20230089$2doi =037 \\$aJTE20230089$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA455.P55 =082 04$a620.144$223 =100 1\$aSouilah, Zahi,$eauthor. =245 10$aImproving the Mechanical Properties of Fly Ash Reinforced Polyester Composites for New Household Uses /$cZahi Souilah, Salma Yasmine Lamri, Manel Fekkane. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aFly ash, which is industrial waste, has become an excellent material for use as a reinforcing material in composite materials. In addition, this material is a geopolymer material that is used to replace traditional ceramic materials, as it allows the production of high-quality composite materials with excellent properties, lightness, and lower cost. The engineering applications of such composites require high tensile strength, low density, and high wear resistance. In this article, various mechanical tests and fracture surface analyses have been carried out. The surface properties, represented by hardness and elasticity, increased with increasing fly ash content, which is also evidenced by high impact strength. Modification of the surface of the fly ash particles in depth led to an optimal increase in the plastic properties, represented by ultimate strength. The wear tests have shown that high fly ash content can improve wear resistance. The analysis of the fracture and wear surfaces showed that the particles are distributed efficiently. Finally, this composite is intended for use in new buildings as the building block of the future, the design of which was reported in this article. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aFibrous composites. =650 \0$aGlass-reinforced plastics. =700 1\$aFekkane, Manel,$eauthor. =700 1\$aLamri, Salma Yasmine,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20230089.html =LDR 03617nab a2200445 i 4500 =001 JTE20230098 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20230098$2doi =037 \\$aJTE20230098$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTN279 =082 04$a622$223 =100 1\$aYue, Zhongwen,$eauthor. =245 10$aExperimental and Analytical Study on Optimal Spacing for Hard-Rock Breaking under Double-Indenter Impact /$cZhongwen Yue, Peng Wang, Akang Li, Meng Ren, Dan Gao, Wenyang Bu, Hui Han. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (24 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aRock breaking by double hydraulic hammers has a wide application prospect in hard-rock roadway excavation because of its environmental protection and strong rock-breaking ability, but the optimal spacing under double-indenter synchronous impact is not clear. Based on the rock-breaking experimental system under double-indenter synchronous impact established by combining a detachable double-indenter device and Hopkinson pressure bar, the impact tests of three kinds of rocks are carried out, and a theoretical model of specific energy consumption is derived to determine the optimal spacing. The results show that when the indenter spacing is 28 mm, 42 mm, and 14 mm, respectively—that is, when the cross section of the fragmentation crater is in the shape of a “peanut” with a fine middle and two large ends—the concrete, limestone, and sandstone specimens reach the minimum specific energy consumption, which is reduced by 22.55 %, 30.60 %, and 11.85 %, respectively, compared with single-indenter impact. The theoretical model, which explains and verifies the experimental phenomena and results well, can be divided into four zones, and the optimal spacing is in Zone III. The research can be helpful for actual hard-rock tunneling under double hydraulic hammers. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aDouble-indenter impact. =650 \0$aFragmentation-crater shape. =650 \0$aHard rock. =650 \0$aOptimal spacing. =650 \0$aSpecific energy consumption. =700 1\$aBu, Wenyang,$eauthor. =700 1\$aGao, Dan,$eauthor. =700 1\$aHan, Hui,$eauthor. =700 1\$aLi, Akang,$eauthor. =700 1\$aRen, Meng,$eauthor. =700 1\$aWang, Peng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20230098.html =LDR 03617nab a2200445 i 4500 =001 JTE20230116 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20230116$2doi =037 \\$aJTE20230116$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTE270 =082 04$a625.85$223 =100 1\$aYang, Enhui,$eauthor. =245 10$aAnalysis of Hydrothermal Coupling Effect of Asphalt Pavement between Tunnels in Seasonally Frozen Area /$cEnhui Yang, Chenxi Pang, Lei Luo, Haopeng Zhang, Haibo Di, Feiyun Yuan, Yanjun Qiu. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (18 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aAt present, research on the icing process of asphalt pavement between tunnels in seasonally frozen areas still relies on historical weather or laboratory simulation data to predict the occurrence of icing. However, these methods are time-consuming and the experimental data are discrete. In this article, according to the phase-change heat transfer, moisture migration, and stress-strain equations, the hydro-thermal-mechanical coupling models of asphalt pavement in seasonal frozen area under saturated water conditions were constructed through the secondary development of general finite element software. Additionally, an indoor icing experimental system was independently developed to verify the effectiveness of prediction model. The results show that the rutting plate temperatures of indoor experiment are close to the simulated results of prediction model. The influence level of ice-water phase transition on temperature field at the road surface becomes smaller as the water film freezes gradually, and the temperature change of road surface tends to be smooth after the water film is completely frozen. The moisture inside the SMA-13 subgrade surface section between the tunnels first freezes, then melts, and finally freezes again. The times when the ice content reaches maximum and minimum coincide with the times when the temperatures reach minimum and maximum. The stress variation amplitudes of the road surface and the top surface of the middle, lower, base, and sub-base layers are weakened in turn. The subgrade section between tunnels basically does not produce vertical displacements when the soil foundation is not subject to frost heave. Interestingly, the relatively obvious vertical displacements have occurred above soil foundation when the frost heave of soil foundation is considered, and the vertical displacement of the surface and base layers are relatively consistent. Therefore, the hydro-thermal-mechanical coupling models proposed in this article are effective for predicting the occurrence of icing for asphalt pavement. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aPavements, Asphalt$xCracking. =650 \0$aPavements, Asphalt. =650 \0$aPavements, Bituminous. =700 1\$aDi, Haibo,$eauthor. =700 1\$aLuo, Lei,$eauthor. =700 1\$aPang, Chenxi,$eauthor. =700 1\$aQiu, Yanjun,$eauthor. =700 1\$aYuan, Feiyun,$eauthor. =700 1\$aZhang, Haopeng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20230116.html =LDR 03617nab a2200445 i 4500 =001 JTE20230125 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20230125$2doi =037 \\$aJTE20230125$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aHD30.23 =082 04$a658.403$223 =100 1\$aYin, Peng,$eauthor. =245 10$aQuantitative Evaluation on Fusion Behavior of Rejuvenator and Aged Asphalt Based on Multi-scale Experiments /$cPeng Yin, Baofeng Pan, Zihan Li. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (20 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aThe application of recycled asphalt not only alleviated the accumulation of reclaimed asphalt pavement (RAP) but also reduced the consumption of resources, which had a significant economic and social benefit. However, the utilization of RAP was still a great challenge for the application of recycled asphalt; one of the important reasons for this was the lack of quantitative analysis on the fusion behavior and fusion degree between rejuvenator and aged asphalt. To refine and propose the quantitative evaluation index of the fusion degree of rejuvenator and aged asphalt, the recycled asphalt was prepared in this study using a self-developed rejuvenator, and it was analyzed by various tests. The results showed that the addition of rejuvenator decreased and then increased the viscous activation energy and complex modulus index value, and the fusion degree also exhibited a similar variation trend. The increasing of carbonyl index and sulfoxide index indicated the fusion degree was increased with the incorporation of rejuvenator. Furthermore, the higher the rejuvenator dosage, the faster the wetting speed, and the higher the wetting work, which was more conducive to improving the fusion degree. The average optical density and integrating optical density in the recycled asphalt gradually decreased, and the fusion degree gradually increased. Moreover, the morphological parameter values of recycled asphalt were positive correlation with rejuvenator dosage. Finally, the calculation results of the principal component analysis model and grey relation analysis model found that the wetting work was more suitable for quantitative analysis of fusion behavior than other evaluation indexes. The findings of this research provide a potential guideline for evaluating the performance of recycled asphalt, which may improve the way of using recycled asphalt. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aFusion degree. =650 \0$aGrey relation analysis model. =650 \0$aPrincipal component analysis model. =650 \0$aQuantitative analysis. =650 \0$aRecycled asphalt. =700 1\$aLi, Zihan,$eauthor. =700 1\$aPan, Baofeng,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20230125.html =LDR 03617nab a2200445 i 4500 =001 JTE20230144 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20230144$2doi =037 \\$aJTE20230144$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH223 =082 04$a623$223 =100 1\$aLiu, Zhiheng,$eauthor. =245 10$aInvestigations on the Fracture Properties of the Full-Graded Dam Concrete under Increasing Amplitude Cyclic Loading /$cZhiheng Liu, Xudong Chen, Qingxiang Meng, Shengshan Guo. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (19 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aCracking of full-graded dam concrete (FGDC) is a significant challenge for high arch dams, and such cracking is a substantial risk of damage and failure in an earthquake. To investigate the fracture properties of FGDC, increasing amplitude cyclic fracture tests were conducted. The results indicate that the failure load of FGDC increases with increasing frequency. The evolution of crack mouth opening displacement at maximum load can be divided into three stages. Acoustic emission (AE) and digital image correlation (DIC) were used to characterize the fracture process. A three-stage characteristic is also noted in the distribution of AE hits, and the transition times are identified by the Akaike information criteria picker. With increasing frequency, the first transition time increases, whereas the second transition time decreases. Furthermore, AE events are classified into four levels according to their absolute energy and localized. DIC is employed to trace the cracking process and reveal its brittle failure characteristic. Finally, it is verified that the b-value can be used to characterize the failure process of FGDC under cyclic fracture tests at different frequencies. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aAggregates (Building materials) =650 \0$aPolymer-impregnated concrete. =650 \0$aResin concrete. =700 1\$aChen, Xudong,$eauthor. =700 1\$aGuo, Shengshan,$eauthor. =700 1\$aMeng, Qingxiang,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20230144.html =LDR 03617nab a2200445 i 4500 =001 JTE20230160 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20230160$2doi =037 \\$aJTE20230160$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTH223 =082 04$a623$223 =100 1\$aLucon, Enrico,$eauthor. =245 10$aInfluence of the Valid Test Temperature Range on Master Curve Analyses of Large Fracture Toughness Data Sets /$cEnrico Lucon. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (21 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aASTM E1921, Standard Test Method for Determination of Reference Temperature, T0, for Ferritic Steels in the Transition Range, standardizes the Master Curve procedure for determining the reference temperature, T0, of ferritic steels in the ductile-to-brittle transition range. In order for toughness test results to be included in the analyses, the corresponding test temperatures, T, must currently lie within the valid range defined as T0 – 50°C ≤ T ≤ T0 + 50°C. This study investigated the possibility of extending the valid test temperature range in a future revision of ASTM E1921 by assessing the consequences on the values of homogeneous (T0) and inhomogeneous (T0IN, Tm) reference temperatures calculated on 10 large “historical” data sets, already examined by the author in previous papers. The effect of expanding the valid temperature range on the macroscopical nature (homogeneous or inhomogeneous) of each data set was also considered by using the screening criterion presently proposed by ASTM E1921-22a. The results obtained appear to warrant a possible revision of the standard in this direction. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aAggregates (Building materials) =650 \0$aPolymer-impregnated concrete. =650 \0$aResin concrete. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20230160.html =LDR 03617nab a2200445 i 4500 =001 JTE20230195 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20230195$2doi =037 \\$aJTE20230195$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTA418.9.C6 =082 04$a541$223 =100 1\$aWaseem Ullah Khan, Raja Muhammad,$eauthor. =245 10$aComparative Geometrical Analysis of In Situ Mechanical Performance of 2-D Woven In-Plane Auxetic Structures /$cRaja Muhammad Waseem Ullah Khan, Yasir Nawab, Muhammad Mubeen Safdar, Muhammad Ayub Asghar, Muhammad Umair. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (12 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aRecently, the production of auxetic textiles using conventional yarns and equipment has captured the attention of researchers. Yet only uni-stretch 2-D woven auxetic structures and auxetic knitted textiles have been produced using conventional yarns. This paper reports a comparative analysis of auxetic and mechanical performance (tensile strength, tear strength, and stretch and growth %) performance of auxetic foldable and auxetic honeycomb (AHC) structures using common elastic and nonelastic yarns and conventional weaving technologies. For this purpose, five different auxetic weave designs including α-vertical pointed twill (S1), β-vertical pointed twill (S2), α-horizontal pointed twill (S3), β-horizontal pointed twill (S4), and honeycomb structure (S5) were selected, and their corresponding woven fabrics were developed with equal thread density at the weaving stage. Auxeticity of woven structures was measured in both the warp and weft directions. The results showed that when the developed fabrics were stretched along the warp and weft directions, the foldable geometry showed −1 and −0.07 maximum negative Poisson’s ratio (NPR), respectively. Although the AHC structure showed maximum NPR −0.94 and −0.21 along warp and weft directions, respectively. AHC showed better mechanical performance as compared with foldable geometry and has higher dimensional stability. AHC structure showed the highest tensile strength as compared with the others. S3, S4, and S5 remained untorn along the warp direction because these have longer float lengths that produce a bunch having a greater number of yarns, whereas S1 and S2 showed tear strength of 47 and 43.2 N, respectively. In the weft direction, only S1 remained untorn, whereas the other four samples showed the tear strength value. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$a2-D woven auxetic structures. =650 \0$aANOVA. =650 \0$aExtensibility. =650 \0$aNegative Poisson’s ratio. =650 \0$aStretch. =650 \0$aTear strength. =700 1\$aAyub Asghar, Muhammad,$eauthor. =700 1\$aMubeen Safdar, Muhammad,$eauthor. =700 1\$aNawab, Yasir,$eauthor. =700 1\$aUmair, Muhammad,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20230195.html =LDR 03617nab a2200445 i 4500 =001 JTE20230205 =003 IN-ChSCO =005 20231110161000.0 =006 m|||||o||||||||||| =007 cr\|n||||||||n =008 231110s2023\\\\pau|||||o|||||||||||eng|| =024 7\$a10.1520/JTE20230205$2doi =037 \\$aJTE20230205$bASTM =037 \\$bASTM International, 100 Barr Harbor Dr., West Conshohocken, PA 19428 =040 \\$aASTM$cSCOPE$beng$erda =041 \\$aeng =050 \4$aTS1449 =082 04$a677$223 =100 1\$aPanneerselvam, R. G.,$eauthor. =245 10$aComputer-Aided Special Stepping Jacquard Graphing for Weaving the Reversible Traditional Jamdani Fabrics Using Discontinuous Inter-turning Extra Weft /$cR. G. Panneerselvam, C. Prakash, M. Rashma, Taruna Rajpurohit. =264 \1$aWest Conshohocken, Pa. :$bASTM International,$c2023. =300 \\$a1 online resource (16 pages) :$billustrations, figures, tables. =336 \\$atext$2rdacontent =337 \\$acomputer$2rdamedia =338 \\$aonline resource$2rdacarrier =347 \\$atext file$bPDF$2rda =504 \\$aIncludes bibliographical references. =520 3\$aTraditional figured Jamdani muslin of West Bengal is woven by skilled weaver artisans using “Discontinuous Inter-Turning” (DIT) extra weft in the plain shed without using any figuring shedding device like jala/adai or jacquard. With their imagination, the weaver selects the number of ends according to the figure formation, inserts the weft, and turns it so that the weft does not form any floats in the weft-turning places. It is noted that for weaving Jamdani, when the jacquard is used with cards, punched from regular stepping figured graph of few motifs forms, it results in long floats at few weft turnings places. This research aims to develop a special stepping (SS) jacquard graphing technique using computer-aided graphing tools for weaving figured Jamdani fabric using jacquard without any floats in the weft-turning places similar to the manual selection. The study started by analyzing the interlacing diagram of the figure woven with the DIT method without forming any floats. The principle involved in the SS graphing is derived from the analysis. The procedures followed in jacquard graph editing software for preparing the SS graphing are evolved. The correctness of the graphing technique is checked by weaving the sample. It is determined that the SS graphing is advantageous for weaving figured Jamdani fabric with all the motif forms with the DIT method without forming any floats in the extra weft-turning places. Through this, it is possible to weave contemporary and fashionable loom-made reversible figured Jamdani garments like dupattas, scarf, shawls, and half sarees woven with subdued motifs in plain weave for the niche market, apart from weaving the traditional Jamdani sarees. =541 \\$aASTM International$3PDF$cPurchase price$hUSD25. =588 \\$aDescription based on publisher's website, viewed November 10, 2023. =650 \0$aDiscontinuous inter-turning. =650 \0$aExtra weft. =650 \0$aFlat curved. =650 \0$aFlat linear. =650 \0$aGraphing. =650 \0$aJamdani. =650 \0$aSpecial stepping. =700 1\$aPrakash, C.,$eauthor. =700 1\$aRajpurohit, Taruna,$eauthor. =700 1\$aRashma, M.,$eauthor. =710 2\$aAmerican Society for Testing and Materials. =710 2\$aAmerican Society for Testing and Materials.$tJournal of Testing and Evaluation. =710 2\$aASTM International. =773 0\$tJournal of Testing and Evaluation.$gVolume 51, Issue 6 (November 2023).$dWest Conshohocken, Pa. :$bASTM International, 2023$x1945-7553$yJTEVAB =856 40$uhttps://www.astm.org/jte20230205.html